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WORK PLAN FOR EVALUATION AND INTERIM REMEDIATION OF SOILS O*HENRY LAUNDRY, TUTU, ST. THOMAS U.S. VIRGIN ISLANDS Prepared for: L'Henri, Inc. St. Thomas, U.S. Virgin Islands Prepared by: IT Corporation Knoxville, Tennessee IT Project No. 409830 June 1994 KN/1310/WP1310/06-29-94/F1 ll:36ra TUT O04 2001 *64538* 64538 WORK PLAN FOR EVALUATION AND INTERIM REMEDIATION OF SOILS O'HENRY LAUNDRY, TUTU, ST. THOMAS U.S. VIRGIN ISLANDS Prepared for: L'Henri, Inc. St. Thomas, U.S. Virgin Islands Prepared by: IT Corporation Knoxville, Tennessee IT Project No. 409830 June 1994 KN/1310/WP1310AM-29-94/F1 ll:36on TUT OO4 20O2 Table of Contents. List of Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii List of Figures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii List of Acronyms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii 1.0 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 1.1 Scope and Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 1.2 Background . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 2.0 Soil Cleanup Levels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 3.0 Field Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 3.1 Soil Excavation and Storage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 3.2 Field Screening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-2 3.2.1 Son Sample Collection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-2 3.2.2 Soil Screening Analytical Methods . . . . . . . . . . . . . . . . . . . . . . . . . . 3-3 3.3 Laboratory Analytical Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-4 3.4 Equipment Decontamination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-4 3.5 Investigation Derived Waste . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-5 4.0 Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-1 5.0 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-1 Appendix A - Site Specific Safety and Health Plan Appendix B - VLEACH Model Appendix C - Direct Soil Exposure Preliminary Remediation Goal Calculation Appendix D - EPA Comments on Draft Work Plan with Responses KN/I310/WP1310/06-29-94/F1 IrSSpm 1 TUT 004 20O3 List of Tables. Table Title 1-1 Summary of Soil Analytical Results, Soil Boring SSI Follows Page 1-2 List of Figures. Figure 1-1 3-1 3-2 Title Site Location Map Soil Excavation and Storage Locations Soil Storage Weekly Inspection Checklist Follows Page 1-1 3-1 3-2 List of Acronyms. CLP Contract Laboratory Program EPA U.S. Environmental Protection Agency FS feasibility study GC gas chromatograph PCE tetrachloroethene PID photoionization detector ppb parts per billion PRO Preliminary Remediation Goal psi pounds per square inch QC quality control RI remedial investigation SOW Statement of Work TCL target compound list TIP Photovac Micro TIP II USVI U.S. Virgin Islands VOC volatile organic compound KN/131Q/WP131W06-28-94/F1 3.02pm 111 TUT O04 2005 1.0 Introduction. The O'Henry Laundry is located on Highway 38, Tutu, St. Thomas, U.S. Virgin Islands (USVI). Contaminants, principally tetrachloroethene (PCE), have been detected in subsurface soils in the vicinity of the laundry. It has been determined through evaluation of soil and shallow groundwater conditions that interim soil remediation is warranted. The purpose of this work plan is to describe the methods by which the interim soil remediation will be conducted. A Health and Safety Plan to be used during the remediation is included in Appendix A. 1.1 Scope and Objectives This work plan addresses interim remediation of PCE in vadose zone soil in an area irnm^dt^-.. ately adjacent to the southwest side of the O'Henry Laundry (Figure 1-1). An estimated 1575 ^ cubic feet (ft 3) of soil will be excavated and that soil determined to contain PCE will be"" — stored on site in a secure area pending implementation of a final remedy. The objective of the interim remediation is to reduce the human health risk and the potential for shallow groundwater contamination resulting from known soil contamination. Based on these objectives, two cleanup criteria for interim soil remediation are considered: • A risk-based Preliminary Remediation Goal (PRO) using a direct soil exposure scenario • A model-based determination of the maximum PCE concentration in soil that is protective of groundwater if not remediated. ^ — -— _^ Final soil remediation may not be attainable under this work scope due to uncertainties in the cleanup level and because of physical limitations on the area that may be excavated. If more stringent soil cleanup levels are developed subsequent to implementation of this work plan, or if PCE is found in soils that cannot be excavated, in situ remediation may be considered under a later scope of work. 1.2 Background Six soil borings have been drilled and sampled at the O'Henry Laundry during previous investigations (Figure 1-1). Soil boring SS1, located near the southwest corner of the laundry, was drilled and sampled in June 1990. A cross section depicting soil types, depth to water, and PCE concentrations encountered in boring SS1 is included in Appendix B. The boring KN/131(VWP1310l06-28-94/n 3<02fm 1-1 TUT 004 2006 HIGHWAY 38 MW02 MW03 MW01 HARVEY WELL, C H MW04 H SB10 Scale: 25 50 Legend • Existing Monitor Well B Existing Soil Boring O Water Well FIGURE 1-1 SITE LOCATION MAP O'HENRY LAUNDRY ST. THOMAS U.S. VIRGIN ISLANDS INTERNATIONAL TECHNOLOGY CORPORATION STTHOMAS\SITEMAP DRW/V12-20-93 was drilled to a depth of approximately 24 feet, terminating at auger refusal. No boring log for SS1 exists. Five soil samples obtained from the boring were analyzed for volatile organic compounds (VOC) of the U.S. Environmental Protection Agency's (EPA) target compound list (TCL). The results of this analysis are summarized in Table 1-1. Five VOCs were reported. Three of these compounds (acetone, 2-butanone, and methylene chloride) were typically found in the associated laboratory method blanks and are common laboratory reagents. Therefore, the concentrations of these substances may not be representative. Further, there is no other evidence that these compounds contaminate environmental media at the laundry. The remaining compounds detected were PCE and xylenes (total); however, xylenes were also detected at concentrations near quantitation limits in the method blank for every sample. Because the sample analyses were conducted at secondary dilution factors, these low level background concentrations were multiplied by dilution factors ranging from 125 to 1,250. This could account for the observed xylenes and their apparent depth correla- tion with PCE. The concentrations of PCE and xylenes appeared to follow similar trends with depth. In sample TW2, collected from depths between 2.5 and 4.0 feet, PCE was detected at a concentration of 5,400 parts per billion (ppb), and xylenes were detected at a concentration of approximately 280 ppb. At a depth of approximately 6 feet (sample TW5), concentrations of both compounds increased by approximately one order of magnitude to their maximum reported values for the boring; PCE was reported at 59,000 ppb, and xylenes were reported at 11,000 ppb. Concentrations of both compounds decreased below this depth, and at a depth of approximately 19 feet (sample TW20), PCE was not detected. Xylenes were detected at an estimated concentration of 630 ppb. Five additional soil borings have been drilled and sampled at the O'Henry Laundry and are discussed in "Technical Memorandum n, Results of the Field Program, Tutu Service Station Investigation, St. Thomas, U.S. Virgin Islands" (Geraghty and Miller, 1993). The soil borings are designated SB10, SB11, SB12, SB13, and SB13A in Figure 1-1. PCE was the only significant VOC detected. Concentrations above detection limits were as follows: • 29 ppb from soil boring SB 11 at 0.0 to 2.0 feet • 200 ppb from soil boring SB 13 at 4.0 to 6.0 feet • 15 ppb from soil boring SB13A at 0.0 to 2.0 feet KHn310/WP131<W06-28-94/Fl 3:02pni 1-2 TUT OO4 2O08 —i C H 0o -0 Table 1-1 Summary of Soil Analytical Results, Soil Boring SS1 June 1990 St. Thomas, U.S. Virgin Islands Project No. 409830 Compound (ppb)a Acetone Methylene chloride 2-Butanone Tetrachloroethene Xylenes (Total) Sample Number and Depth TW2 2.5-4.0 ft. NDb 270 DBJC 370 DBJ 5400 D 280 DBJ TW5 5.0-6.5 ft. 3000 DJ 3100 DBJ ND 59000 D 11000DB TW5DUP 5.0-6.5 ft. ND 3000 BJ ND 22000 4700 BJ TW8MS 8.5-10 ft. 2000 880 B 440 BJ 230 J 450 BJ TW8MSD 8.5-10 ft. 2900 ND 310 BJ 150 J 520 BJ TW20 19.0-19.5 ft. ND 1300 BJ ND ND 630 BJ appb - Parts per billion (ng/kg). bND - Not detected. CD - Compound analyzed at secondary dilution factor. B - Compound detected in method blank. J - Compound detected below contract required detection limit. KN/13NVWP1310.1-1/06-28-94/F1 9:15am 2.0 Soil Cleanup Levels. Two criteria for the soil remediation were developed. Both criteria are based on site-specific data and, therefore, may not be applicable for other areas. In the first method, the PRO for PCE in soil was calculated using a risk-based direct exposure scenario according to EPA guidance (EPA, 1991). The risk-based PRO was developed based on the assumption that the O'Henry Laundry will continue to be used as a commercial/industrial site. Based on this classification, the following exposure pathways were considered: • Incidental soil ingestion • Inhalation of organic compounds volatilized from surface soil • Inhalation of particulates suspended in air due to site activities. Dermal contact was not considered in the development of a PRG because most of the site is paved, and any workers involved in excavating contaminated subsurface soil will have adequate levels of personnel protective equipment Since PCE is a carcinogen, the PRG was developed for a target risk of 10"6 cancer incidence in excess of background. The risk-based PRG calculated for soils at the O'Henry Laundry is 9,000 ppb. Details of the PRG calcula- tion are included in Appendix C. The direct exposure to soil scenario used to calculate the risk-based PRG does not consider secondary impacts on groundwater. Therefore, a second soil remediation criterion was established by modeling the transport of PCE through vadose zone soils to groundwater using the computer model VLEACH developed at the Robert S. Kerr Environmental Research Laboratory for the EPA (Ravi and Johnson, 1993). The modeling procedures were similar to those described in Rosenbloom, et. al. (1993) and considered liquid advection, gaseous diffusion, liquid to solid phase sorption/desoiption, liquid-gas partitioning, and volatilization of the gas phase into the atmosphere. The VLEACH model was used to predict the mass of PCE per unit time that will reach groundwater for a range of conditions that were based on existing data for the site. A simple mixing cell was then used to determine the resulting concentrations of PCE in groundwater. These concentrations were compared to the drinking water standard for PCE (5 micrograms per liter [p.g/L]). Based on the most restrictive model results, PCE concentrations greater than 328 ppb, distributed throughout the vadose zone soil profile, will result in groundwater contamination in excess of the 5 p.g/L drinking water 2-1 standard. Therefore, the model based PRG calculated for soils at the O 'Henry Laundry is 328 ppb. Details of the VLEACH modeling are provided in Appendix B. The soil cleanup level chosen for the interim soil remediation is 328 ppb, the more stringent (lower) of the two values calculated. However, as discussed in Section 3.1 soil will be excavated and removed until samples submitted for on-site analysis are below detection limits or until physical or safety limitations prevent further excavation. KN/13KVWP13KV06-29-94)Fl l:48pm 2-2 OO4 201.1 3.0 Field Methods. Analytical results indicate that the maximum concentration of PCE in soil is approximately 60,000 ppb at a depth of 6 feet in soil boring SSL Soil boring SS1 is located near the southwest side of the laundry (Figure 3-1). The maximum concentration detected in other borings around the site was 200 ppb. This concentration was detected in soil boring SB 13, which is located near SS1. Therefore, only soils in the vicinity of soil boring SS1 will be included in the interim remediation. 3.1 Soil Excavation and Storage Soils in the vicinity of soil boring SS1 will be excavated in stages to depths of approximately 1 foot, 3 feet, 5 feet, and 7 feet. The excavation will be conducted according to OSHA safety standards as documented in the Health and Safety Plan (Appendix A). At each stage, undis- turbed soil samples will be collected and will undergo on-site chemical analysis (Section 3.2). At each interval, a minimum of one sample will be collected from each wall of the excava- tion and a minimum of three samples will be collected from the floor of the excavation. The total number of samples collected for on-site analysis will range between approximately 20 and 30. Excavation will continue until PCE concentrations in soil samples submitted for on- site analysis are below detection limits or until physical limitations imposed by buildings, safety considerations, or the presence of groundwater become prohibitive. The lower detection limits of the on-site analysis are expected to be between 50 and 100 ppb for PCE, depending on site conditions. Therefore, it is expected that PCE concentrations in soils left in place after the interim removal action will be well below the threshold concentration (328 ppb) shown by vadose zone modeling to have an adverse affect on groundwater (Section 2.0). Soil which is removed from the excavation from around the area containing PCE (i.e., soil which is removed to maintain the required slope angle) will be field screened. If found to be clean it will be segregated from soil which contains detectable PCE in the staging area and may be put back into the excavation as backfill. The staging area will be set up so that soils will be piled on visqueen and covered in the event of rain. On reaching the final dimensions of the excavation, five soil samples will be collected from the walls and floor of the excavation. The excavation will then be backfilled using clean soils from the site and clean soil transported to the site from an appropriate source. The five soil samples will be sent to a fixed-base analytical laboratory for confirmation of whether further soil remediation is necessary. The samples will undergo analysis for VOCs according KN/1310/WP1310AJ6-29-WF1 1139im 3-1 TUT OO4 2012 to EPA's Contract Laboratory Program (CLP) 1990 scope of work (Section 3.3). The confirmatory analysis results will be submitted to the EPA for review. Excavated soil found to contain detectable levels of PCE will be placed in appropriate containers (such as 17 H Drums or roll-off containers with plastic liners) and stored in compliance with 40 CFR 265 Subpart I "Use and Management of Containers." Containers will be affixed with standard hazardous waste stickers. Containers will be stored on pallets, on visqueen and covered with visqueen. The containers will be stored on site surrounded by a security fence (Figure 3-1). No further action will be performed on the excavated soils at this time; however, they will be inspected weekly and an inspection form completed (Figure 3-2). The forms will be kept at the site. The final remedy for soil removed from the excavation will be consistent with the final remedy for the Tutu site considered under the remedial investigation/feasibility study (RI/FS) currently being performed. If excavation ceases before the extent of contaminated soil has been removed, due to physical or safety limitations, then as a contingency gravel and perforated pipe will be laid into the base of the excavation and the piping vented to the surface before backfill is placed. This will allow for the installation of a soil vapor extraction system if it is determined that additional soil remediation is necessary. 3.2 Field Screening Soil samples will be collected and analyzed on site for the purpose of monitoring the removal of PCE from around the O'Henry Laundry facility. The on-site analytical program will provide real-time data of reliable quality for the purpose of guiding the excavation and avoiding either the removal of an excessive amount of soil or the failure to remove enough Soil prior to backfilling 33.1 Soil Sample Collection During the interim remediation effort, soil samples will be collected for two purposes. Monitoring samples will be collected during excavation for on-site analysis by gas chromatog- raphy. When the on-site laboratory has determined that the defined action limits have been met, samples for closure verification will be collected and sent to the fixed-base laboratory for analysis by EPA CLP 1990 Statement of Work (SOW) protocol. Quality control (QC) samples will consist of trip blanks which will accompany the samples to the laboratory. KN/1310/WP1310y06-»-94/Fl iHpo. 3-2 HIGHWAY 38 MW02• MW03 MW01 • B SB10 HARVEY WELL, MW04 H C H Scale: 25 50 Legend • Existing Monitor Well B Existing Soil Boring O Water Well t%j Approximate Location of Soil t%1 Excavation IIIIIIH Approximate Location of Illlllll Soil Storage Area FIGURE 3-1 SOIL EXCAVATION AND STORAGE LOCATIONS O'HENRY LAUNDRY ST. THOMAS U.S. VIRGIN ISLANDS QQ INTERNATIONAL TECHNOLOGY CORPORATION 8TTHOMAS\SOILMAP. DRW/V4-B-84 Name of Person Performing Inspection. Date of Inspection __________ Yes No Security in place (fence secure) ___ _ Storage containers are in good condition ___ _ No leaks observed ___ _ Lids are secure ___ _ No evidence of tampering ___ _ Labels are in place and readable ___ _ If "No* was answered to any of the above, explain the deficiency and provide corrective actions taken and date: Figure 3-2 Soil Storage Weekly Inspection Checklist L'Henri, Inc. Tutu, St. Thomas, U.S. Virgin Islands KN/1310/WP1310.F32rt*-»94/F1 11:4aam All samples for analysis will be collected in a manner that minimizes losing PCE by volatilization. Soil samples for analysis at the fixed-base laboratory will be collected as grab samples and placed unmixed into a glass container, making an effort to leave no headspace. The volume of soil sample required by the CLP SOW will be collected, cooled to 4°C and shipped under appropriate chain of custody to a fixed-base laboratory for closure verification analysis. Two separate aliquots of soils will be collected for on-site analysis. One aliquot will be collected by filling a 500 millfliter (mL) jar half full. A second aliquot will be collected by filling a 40-mL glass vial, making an effort to leave no headspace. Both samples containers will be delivered promptly to the on-site laboratory for analysis. 3-2-2 Soil Screening Analytical Methods The on-site laboratory will utilize a transportable gas chromatograph (GC) to identify and quantify PCE. The GC will be equipped with a wide-bore capillary column and a tempera- ture-programmable column oven for efficient chromatographic separation of PCE. A photoionization detector (PID) will be utilized to detect PCE as it elutes off the column. The PID will be connected to a portable personal computer equipped with chromatography software to integrate and quantify the PCE peak, and to provide raw data storage. A purge and trap system will be connected to the GC and utilized to automatically extract, concentrate, and inject the PCE from the soil sample. When a soil sample is received in the on-site laboratory, the headspace in the 400 mL container above the soil will be measured with Photovac Micro TIP n (TIP). The TIP responds to total VOCs; however, because PCE is the only VOC present, TIP measurements will be attributed to PCE. Samples determined to have a low PCE concentration by the TIP headspace measurement will be analyzed by placing a weighed aliquot of the soil from the 40-mL sample jar directly into the purge vessel of the purge and trap. Samples determined to have a high PCE concentration by the headspace measurement with the TIP will be prepared by first mixing a weighed aliquot of soil in a known volume of high purity methanol. After mixing, a measured volume of the methanol will be transferred to the purge vessel of the purge and trap. The QC program for the on-site laboratory will be in accordance with the EPA guidelines for a Level n analytical program. The QC program will consist of the following: KN/1310/WP1310/06-29-94/F1 liSZpm 3-3 TUT 004 2016 • At the start of the project, develop a four-point calibration curve using commer- cially-available PCE standards. • Use toluene as a surrogate. • Analyze a standard at the start and end of each day. • Analyze a blank at the start and end of each day. • Analyze one analytical duplicate for every 20 samples or minimum of three analytical duplicate for the entire project. • Analyze one matrix spike for every 20 samples or a minimum of three matrix spikes for the entire project. The results of each of these individual QC checks will be evaluated and appropriate corrective action will be taken, if needed, to bring the analysis back into control. 3.3 Laboratory Analytical Methods The soil samples collected from the floor and walls of the excavated area and associated trip blanks will be analyzed for EPA's Target Analyte List VOCs according to the EPA's CLP March 1990 SOW. 3.4 Equipment Decontamination The soil sample collection equipment will be cleaned by the following steps prior to the collection of any soil samples. • All gross contamination and residual soils will be removed by wiping with a moist towel or wire brush. • Any equipment that comes into contact with the soil sample will be thoroughly washed internally and externally with a brush and warm water and nonphos- phatic laboratory grade detergent. • All washed equipment will be rinsed thoroughly with clean tap water, followed by a rinse with reagent grade hexane and a second rinse with tap water. • The cleaned equipment will be wrapped in either clean plastic or aluminum foil for storage and handling until used to collect a sample. All equipment used for soil excavation and stockpiling will be decontaminated by steam cleaning at the beginning of the interim remediation. The equipment will be decontaminated 132^ 3-4 by steam cleaning at a steam temperature of 220°F and pressure of 1,000 pounds per square inch (psi) with potable water. 3.5 Investigation Derived Waste All personnel protective equipment and waste plastic sheeting will be double-bagged and disposed of in a sanitary landfill. A decontamination area will be constructed by lining an appropriate area with 4-millimeter plastic sheeting. Straw bales will be placed around the perimeter of the area (beneath the sheeting) to contain runoff, which will be collected in a shallow sump. The fluids will be pumped from the sump to 55-gallon Department of Transportation approved drums. These will be stored in a secure location at the O' Henry Laundry. The drums will be labelled to indicate contents and volume. Pending chemical analysis and approval of the USVI Department of Planning and Natural Resources, decontam- ination water will be disposed in the sanitary sewer. Decontamination solvents will be allowed to evaporate from a stainless steel pan (only very small quantities are expected to be used). KN/1JKVWP1310AD6-29-M/F1 132pm 3-5 jy-y OO4 2O18 4.0 Schedule. Based on regulatory concurrence, soil excavation can begin within 1 month after notice to proceed. Field activities are expected to take approximately 2 weeks. Confirmation sample analysis will be received approximately 3 weeks after the end of field activities. The results of confirmation soil sampling will be transmitted to the EPA once these results have been received. KN/1310/WP13KV06-2S-94/F1 SHHpro 4-1 TUT 004 2019 5.0 References. Geraghty and Miller, Inc. 1993, 'Technical Memorandum n, Results of the Field Program, Tutu Service Station Investigation, St. Thomas, U.S. Virgin Islands." Ravi, V. and J. A. Johnson, 1993, VLEACH Version 2.0, Robert S. Kerr Environmental Research Laboratory. Rosenbloom, J., P. Mock, P. Lawson, J. Brown and HJ. Turin, 1993, "Application of VLEACH to Vadose Zone Transport of VOCs at an Arizona Superfund Site," Ground Water Monitoring and Remediation, Summer 1993, Vol. 13, No. 3, pp. 159-169. U.S. Environmental Protection Agency (EPA), 1991, Human Health Evaluation Manual, Pan B: Development of Risk-Based Preliminary Remediation Goals, OSWER Directive 9285.7-01B. KN/131WWP13KVD6-28-94/F1 3O2pn 5-1 TUT OO4 2O2U Appendix A Site Specific Safety and Health Plan KN/1310/WP1310.AI»P/06-a-94/Fl SKTTpra . _ , TUT 004 2021 SITE-SPECIFIC SAFETY AND HEALTH PLAN INTERIM REMEDIATION OF SOILS L'HENKI, INC. TUTU, ST. THOMAS, U.S. VIRGIN ISLANDS PREPARED FOR: L'HENRI, INC. ROUTE 38 TUTU, ST. THOMAS, U.S. VIRGIN ISLANDS PREPARED BY: IT CORPORATION 312 DIRECTORS DRIVE KNOXVILLE, TENNESSEE APRIL 1994 IT PROJECT NUMBER: 409830 TUT 004 2022 Reviews and Approvals Project Manager IT Corporation Date Health and Safety Representative IT Corporation Date TUT 004 2O23 Site Health and Safety Plan Acknowledgement I have read, understand and agree to abide by the provisions as detailed in this Site-Specific Health and Safety Plan prepared by IT Corporation. Failure to comply with these provisions may lead to disciplinary action and/or my dismissal from the work site. Printed Name Signature Employee Number Date TUT OO4 2O24 Table of Contents List of Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . vi 1.0 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-1 1.1 Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 1.2 Facility and Location Description . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 1.3 Policy Statement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 1.4 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-2 2.0 Responsibilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-1 2.1 All Personnel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-1 2.2 Project Manager . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-1 2.3 Project Health and Safety Coordinator . . . . . . . . . . . . . . . . . . . . . . . . 2-1 2.4 Site Supervisor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-1 2.5 Subcontractors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-2 2.6 On-Site Personnel and Visitors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-2 3.0 Job Hazard Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-1 3.1 Scope of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-1 3.2 Job Hazard Assessment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 3.2.1 Physical Hazards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 3.2.2 Chemical Hazards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-3 3.2.3 Noise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-3 3.3 Anticipated Biological Hazards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-4 3.3.1 Snakes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-4 3.3.2 Insects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-4 3.3.3 Buried Sharp Objects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-5 3.3.4 Poisonous Plants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-5 4.0 Safety Program and Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-1 4.1 General Practices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-1 4.2 Operating Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-3 4.2.1 Excavation Safety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3 4.2.2 Confined Space Entry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4 4.3 Heat Illness Prevention . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-5 4.3.1 Heat Stress . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-5 MGS/STTHOM-2.BPR//5-93/HS TUT 004 2025 Table of Contents (Continued). 4.4 Hearing Conservation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-6 4.5 Sanitation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-7 4.5.1 Potable Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-7 4.5.2 Non-potable Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-7 4.5.3 Toilet Facilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-8 4.5.4 Trash Collection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-8 5.0 Personal Protective Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-1 5.1 Levels of Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-1 5.1.1 Level D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-1 5.1.2 Level C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-1 5.1.3 Level B . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-2 5.2 Respiratory Protection Program . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-2 5.3 Using Personal Protective Equipment . . . . . . . . . . . . . . . . . . . . . . . . . 5-3 5.3.1 Donning Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-3 5.3.2 Doffing Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-4 5.4 Selection Matrix . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-4 6.0 Site Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6-1 6.1 Hazard Briefing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6-1 6.2 Documentation of Certification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-1 6.3 Entry Log . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6-1 6.4 Entry Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-1 7.0 Decontamination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7-1 7.1 Personnel Decontamination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-1 7.2 Equipment Decontamination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-1 7.3 Personal Protective Equipment Decontamination . . . . . . . . . . . . . . . . . . 7-1 8.0 Site Monitoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8-1 8.1 Air Monitoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8-1 8.1.1 Locations to be Monitored . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-1 8.1.2 Frequency . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8-1 8.1.3 Air Monitoring Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-2 8.1.4 Monitoring Equipment Maintenance and Calibration . . . . . . . . . . . 8-2 8.2 Noise Monitoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-3 MGS/STTHOM-2.BPR//S-93/HS U TUT O04 2O 2 6 Table of Contents (Continued). 8.3 Heat Stress . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8-3 8.4 Safety Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-3 8.5 Monitoring Records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-4 8.6 Notification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8-4 9.0 Employee Training . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9-1 9.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9-1 9.1.1 Tailgate Safety Meetings . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-1 9.1.2 Material Safety Data Sheets . . . . . . . . . . . . . . . . . . . . . . . . . . 9-1 9.1.3 Site-Specific Health and Safety Plan . . . . . . . . . . . . . . . . . . . . . 9-2 9.2 Site Workers' Basic Course . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-2 9.3 Supervisors' Course Content . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-3 9.4 Site-Specific Training . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9-3 9.5 First Aid and Cardiopulmonary Resuscitation . . . . . . . . . . . . . . . . . . . . 9-3 9.6 Instructors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9-3 10.0 Medical Surveillance Program . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-1 10.1 Physical Examinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-1 10.1.1 Preplacement Examination . . . . . . . . . . . . . . . . . . . . . 10-2 10.1.2 Annual Examination . . . . . . . . . . . . . . . . . . . . . . . . 10-2 10.1.3 Exit Examination . . . . . . . . . . . . . . . . . . . . . . . . . . 10-2 10.2 First-Aid and Medical Treatment . . . . . . . . . . . . . . . . . . . . . . . . . . 10-2 10.3 Medical Restriction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-3 10.4 Medical Records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-3 11.0 Emergency Response Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-1 11.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-1 11.2 Emergency Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-1 11.3 Safety Signals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-1 11.4 Medical Emergency . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-2 11.4.1 Chemical Inhalation . . . . . . . . . . . . . . . . . . . . . . . . . 11-2 11.4.2 Eye Contact . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-2 11.4.3 Skin Contact . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-2 11.4.4 Personal Injury Accident . . . . . . . . . . . . . . . . . . . . . . 11-2 11.5 Fire . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-3 MGS/STTHOM-2.BPR//5-93/HS 111 TUT OO4 2O27 Table of Contents (Continued). 11.6 Emergency Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-3 11.6.1 Public Agencies . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-3 11.6.2 Key Project and IT Personnel . . . . . . . . . . . . . . . . . . . 11-3 12.0 Confined Space Entry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-1 12.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-1 12.2 Confined Space Identification and Designation . . . . . . . . . . . . . . . . . . 12-1 12.2.1 Identification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-1 12.2.2 Classification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-1 12.2.3 Reclassification . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-2 12.3 Duties of Personnel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-2 12.3.1 Duties of Entrants . . . . . . . . . . . . . . . . . . . . . . . . . . 12-2 12.3.2 Duties of Attendants . . . . . . . . . . . . . . . . . . . . . . . . 12-3 12.3.3 Duties of Entry Supervisors . . . . . . . . . . . . . . . . . . . . 12-4 12.4 Procedures for Permit Space Entry . . . . . . . . . . . . . . . . . . . . . . . . . 12-5 12.4.1 Acceptable Entry Conditions . . . . . . . . . . . . . . . . . . . 12-5 12.4.2 Isolated Requirements . . . . . . . . . . . . . . . . . . . . . . . 12-5 12.4.3 Atmospheric Hazard Control . . . . . . . . . . . . . . . . . . . 12-6 12.4.4 Inspecting and Testing Procedures . . . . . . . . . . . . . . . . 12-6 12.4.4.1 Testing Equipment . . . . . . . . . . . . . . . . . . . . . . . . . 12-6 12.4.4.2 Testing Procedures . . . . . . . . . . . . . . . . . . . . . . . . . 12-6 12.4.5 Communications . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-7 12.4.6 Personal Protective Equipment . . . . . . . . . . . . . . . . . . 12-7 12.4.7 Other Required Equipment . . . . . . . . . . . . . . . . . . . . 12-8 12.4.7.1 Lighting Equipment . . . . . . . . . . . . . . . . . . . . . . . . 12-8 12.4.7.2 Ingress and Egress Equipment . . . . . . . . . . . . . . . . . . 12-8 12.4.7.3 Rescue Equipment . . . . . . . . . . . . . . . . . . . . . . . . . 12-8 12.5 Permit System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-8 12.6 Emergency Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-9 12.6.1 Client Provided Emergency Rescue Services . . . . . . . . . . 12-9 12.7 Training . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-9 12.7.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-9 12.7.2 Requirements for Entrants, Attendants, Supervisors . . . . . 12-9 MGS/STTHOM-2.BPR//5-93/HS IV JUT 004 2028 Table of Contents (Continued). 12.7.3 Requirements for Emergency Rescue Personnel . . . . . . . 12-10 Attachments: Entry Permit Appendix A - Subcontractor Certification Appendix B - Chemical Information Appendix C - Excavation and Trenching Appendix D - Site and Hospital Location Maps MGS/STTHOM-2.BPR//5-93/HS TUT OO4 2O29 List of Tables Table Title 1 Chemical Hazard Information 2 PPE Selection Matrix 3 Calibration and Maintenance of Field Sampling Equipment MGS/STTHOM-2.BPR//5-93/HS VI TUT O04 2030 1.0 Introduction 1.1 Objectives The objective of the Health and Safety (H&S) Plan is to ensure that safe working conditions exist at the site. The safety organization and procedures have been established based on an analysis of potential hazards, and personnel protection measures have been selected in response to this analysis. This H&S Plan will be implemented and followed by site personnel and contractors during the work activities at the L'Henri, Inc located in St. Thomas, U.S. Virgin Islands. 1.2 Facility and Location Description L'Henri, Inc. site is an operating dry cleaning establishment located on Highway 38. Four monitoring wells exist on the site in various locations which include an area near the dry cleaning facility, an area in the parking lot, and a vegetated area behind the facility. The facility utilized solvents for dry cleaning operations such as perchloroethylene (PCE), trichloroethylene (TCE), and 1,2-dichloroethylene (DCE). Contamination of the site was a result the processes at the site and preliminary investigative work surveys have indicated that most of the PCE contamination is located in the vicinity of soil boring SS1 which is near the southwest corner of the laundry building. 1.3 Policy Statement It is the policy of IT Corporation (IT) to provide a safe and healthful work environment for all its employees. FT considers no phase of operations or administration to be of greater importance than injury and illness prevention. Safety takes precedence over expediency or shortcuts. At IT we believe every accident and every injury is preventable. We will take every reasonable step to reduce the possibility of injury, illness, or accident. This Health and Safety (H&S) Plan prescribes the procedures that must be followed during the activities at L'Henri, Inc. Operational changes which could affect the health or safety of personnel, the community, or the environment will not be made without the prior approval of the IT Project Manager, and the Project H&S Coordinator. MGS/STIHOM-2.BPR//S-93/HS 1-1 TUT 004 2031 The provisions of this plan are mandatory for all FT personnel and subcontractors assigned to the project. FT requires all visitors to the work site to abide by the requirements of the plan. 1.4 References This H&S plan complies with applicable Occupational Safety and Health Administration (OSHA) and the U.S. Environmental Protection Agency (U.S. EPA) regulations. This plan follows the guidelines established in the following: • Standard Operating Safety Guidelines (U.S. EPA, November 1984) • Occupational Safety and Health Guidance Manual for Hazardous Waste Site Activities (National Institute of Occupational Safety and Health [NIOSH] 86-116) • Title 29 of the Code of Federal Regulations (CFR), Part 1910.120, U.S. Department of Labor (U.S. DOL)/OSHA. The contents of this plan are consistent with the following IT H&S policies and procedures: HS001 HS002 HS010 HS011 HS012 HS013 HS018 HS019 HS020 HS021 HS022 HS040 HS041 HS050 HS051 HSOS2 HS060 HS080 HS090 Safety Policy Safety Policy: International Operations Employee Safety and Health Works Rules Contractor Safety and Health Rules Chemical Hygiene Plan and Safety Manual Health and Safety Procedure Variances Safety Councils Injury and Illness Prevention Program Accident Prevention Program: Reporting, Investigation, and Review Accident Prevention Program: Management Safety Audits and Inspections Accident Prevention Program: Review of New Proposals, Projects, Operations, and Construction Stop Work Authority Embryo-Fetus Protection Program Training Requirements Tailgate Safety Meetings Health and Safety Plans Hazard Communication Program Insurance Claims OSHA Regulatory Inspections MGS/STTHOM-2.BPR//S-W/HS 1-2 TUT 004 2O3: HS091 HS092 HS100 HS101 HS102 HS103 HS104 HS105 HS106 HS300 HS301 HS302 HS303 HS304 HS305 HS306 HS307 HS308 HS309 HS310 HS311 HS312 HS313 HS314 HS315 HS400 HS401 HS402 HS500 HS501 HS502 HS503 HS504 HS505 HS506 HS507 HS508 HS509 HS510 HS511 HS512 Serious Injury and Fatality Reporting Requirements Occupational Injury and Illness Recordkeeping Medical Policies and Procedures Drug and Alcohol Testing Access to Employee Exposure and Medical Records Maintenance of Employee Exposure and Medical Records Employee Notification of Industrial Hygiene Monitoring Results Occupational Injuries/Illnesses Procedures First Aid Kits Confined Spaces, Industrial Confined Spaces, Marine Confined Spaces, Leaded Product Hydroblasting Compressed Gas Pressurized Systems Handling Known Compressed Gas Cylinders Excavation and Trenching Scaffolding Underground Storage Tank Removal Hazardous Waste Operations at Uncontrolled Waste Sites Emergency Response Operations Hazardous Waste Operations at TSD Facilities TSD Facilities - Minimum Staffing Requirements Hot Work in Hazardous Locations Control of Hazardous Energy Sources (Lockout/Tagout) Working in Hot Environments Cold Stress Hearing Conservation Program Handling of PCBs Handling of PCBs in the Laboratory PCB Contaminant and Spill Prevention Requirements for Transport Vehicles Handling of Dioxin and Furan Contaminated Materials Handling of Dioxin in the Laboratory Handling of Inorganic Lead, Inorganic Lead Compounds, and Organic Lead Soaps Handling of Inorganic Arsenic Handling of Dibromochloropropane (DBCP) Handling of Beryllium and Beryllium Contaminated Materials Handling, Removal and Disposal of Asbestos and Asbestos Contaminated Materials Asbestos Work in Schools Handling of Benzene and Benzene Contaminated Materials Handling of Blood or Other Potentially Infectious Materials MGS/STTHOM-2.BPR//5-93/HS 1-3 TUT OO4 HS513 HS600 HS601 HS602 HS603 HS604 HS60S HS606 HS800 HS810 HS820 HS821 HS822 Handling Radioactive Materials Personal Protective Equipment Respiratory Protective Program Eye Protection - Prescription Safety Glasses Maintenance of Survey Equipment Use and Maintenance of Portable Electrical Equipment Electron Capture Detectors Soil Density Gauges Motor Vehicle Operation: General Requirements Commercial Motor Vehicle Operation and Maintenance Forklift Operation Breathing Air Cylinder Trailer Mobil Crane Inspection. MGS/STIHOM-2.BFR//S-93/HS 1-4 TUT OO4 2O34 2.0 Responsibilities 2.1 All Personnel Each person is responsible for the H&S of themselves and their coworkers, for completing tasks in a safe manner, and reporting any unsafe acts or conditions to their Supervisor and/or the Site Supervisor. All personnel are responsible for continuous adherence to these H&S procedures during the performance of their work. No person may work in a manner that conflicts with the letter or the intent of, or the safety and environmental precautions expressed in these procedures. After due warnings, IT will dismiss from the site any person who violates safety procedures. IT's employees are subject to progressive discipline and may be terminated for blatant or continued violations. All on-site personnel will be trained in accordance with 29 CFR 1910.120 and this document. 2.2 Project Manager The Project Manager is ultimately responsible for ensuring that all project activities are completed in accordance with requirements set forth in this plan. The Project Manager must perform at least one on-site safety review during the project. The Project Manager is responsible for ensuring all accidents and incidents on the project are reported and thoroughly investigated. The Project Manager must approve in writing any addenda or modifications of the H&S plan. 2.3 Project Health and Safety Coordinator The Project H&S Coordinator is responsible for the preparation and modification of this H&S plan. Any changes to the H&S plan must be approved by the Project H&S Coordinator. The Project H&S Coordinator will advise the Project Manager on H&S issues, will establish and oversee the project air monitoring program, and will perform at least one comprehensive H&S audit during the project. The H&S Coordinator is the designated regulatory contact on matters related to occupational H&S. 2.4 Site Supervisor The Site Supervisor will be responsible for field implementation of the H&S plan. This will include communicating site requirements to all on-site project personnel (both IT and subcontractor personnel) and consultation with the Project H&S Coordinator. As required by IT Policy and Procedure HS022, the Site Supervisor will be responsible for informing the MGS/STTHOM-2.BPR//5-93/HS 2-1 TUT OO4 2O 3 Project H&S Coordinator and the Project Manager of any changes in the work plan, so that those changes may be properly addressed. Other responsibilities include: • Enforcing the requirements of the H&S plan. This includes performing daily safety inspections of the work site. • Stopping work, as required, to ensure personal safety and protection of property, or where life or property-threatening noncompliance with safety requirements is found. • Determining and posting routes to capable medical facilities and emergency telephone numbers (including poison control facilities) and arranging emergency transportation to medical facilities. • Notifying local public emergency officers of the nature of the site operations, and posting of their telephone numbers in an appropriate location. • Observing on-site project personnel for signs of chemical or physical trauma. • Ensuring that all site personnel have been given the proper medical clearance, ensuring that all site personnel have met appropriate training requirements and have the appropriate training documentation on site, and monitoring all team members to ensure compliance with the H&S plan. 2.5 Subcontractors On-site subcontractors and their personnel are responsible for understanding and complying with all site requirements. Subcontractors are required to follow the guidelines established in IT's Safety Rules for Contractors, provided when qualified, and this H&S plan. Refer to Appendix A. 2.6 On-Site Personnel and Visitors All IT and subcontractor personnel and visitors are required to read and acknowledge their understanding of this H&S plan. All site project personnel are expected to abide by the requirements of the plan and cooperate with site supervision in ensuring a safe and healthful work site. Site personnel are required to immediately report any of the following to the Site Supervisor: MGS/STTHOM-2.BPR//3-93/HS 2-2 TUT OO4 2036 Accidents and injuries, no matter how minor Unexpected or uncontrolled release of chemical substances Any symptoms of chemical exposure Any unsafe or malfunctioning equipment Any changes in site conditions which may affect the H&S of project personnel. MGS/STTHOM-2.BPR//5-93/HS 2-3 TUT 004 3.0 Job Hazard Analysis The Job Hazard Analysis identifies potential safety, health, and environmental hazards and provides for the protection of personnel, the community, and the environment. Because of the complexity and constant change of remedial projects, supervisors must continually inspect the work site to identify hazards which may harm site personnel, the community, or the environment. The PM must be aware of these changing conditions and discuss them with the H&S Coordinator. The PM will keep contractors informed of the changing conditions. The H&S Coordinator will write addenda to change the Job Hazard Analysis and associated hazard controls as necessary. 3.1 Scope of Work The scope of work is perform excavation and sampling activities at the L'Henri, Inc. site. Soils in the vicinity of soil boring SS1 will be excavated to depths of approximately 7 feet. The soil volume estimate to be removed is 1575 ft3 approximately 15 ft by 15 ft by 7 ft. The excavation will be limited by safety considerations or physical limitations imposed by the nearby building. The excavated soil will be stockpiled within an envelope of 4 millimeter plastic sheeting surrounded by a locked security fence. 3.2 Job Hazard Assessment 3.2.1 Physical Hazards Anticipated physical hazards of concern: Fall, trip, slip Heat (high ambient temperature) Ultraviolet radiation Noise Excavation hazards Heavy equipment Material handling. The primary safety hazards for this project are associated with the excavation and operation of heavy equipment. MGS/STIHOM-2.BPR//S-93/HS 3~1 TUT OO4 2033 In addition to the primary safety hazards, work activities may pose additional physical hazards such as heat stress, sunburn and hearing impairment. Heat Stress. Wearing personal protective equipment (PPE) may put site personnel at considerable risk of heat stress. Heat stress effects range from transient heat fatigue to serious illness and death. Heat stress is caused by a number of interacting factors, including environmental conditions, clothing, workload, and the individual characteristics of the worker. Because heat stress is fairly common during late spring, summer and fall, preventive measures and alertness to the symptoms are vital. Heat stress monitoring should commence when personnel are wearing PPE, including Tyvek coveralls, and the ambient temperature exceeds 70 degrees Fahrenheit (*F). If impermeable garments are not worn, heat stress monitoring should commence at 85 *F. Ultraviolet Radiation. Field operations will be conducted during late spring and summer months when overexposure to direct sunlight may result in sunburn. Lotions/creams that reduce the effects of the sun's rays are to be worn be employees performing activities at the site. Excavation. The primary hazards of excavation activities for the purpose of sampling (i.e., test pit sampling) or remediation (i.e., removal of contaminated materials for subsequent disposal) include potential cave-ins due to heavy equipment operation or changing soil/weather conditions, slip/trip/fall hazards related to equipment handling and/or uneven or unstable surfaces, and excessive noise from on-site equipment. Entry of personnel into site excavations presents additional potential hazards of confined-space entry. Potential hazards associated with confined-space entry include the following: the possible buildup of toxic, combustible, or oxygen-deficient/enriched atmospheres; uneven/slippery surfaces; the possibility of liquids or gases being admitted into the space during occupancy; or the physical isolation of the employee(s) when in need of rescue. A detailed discussion of hazard control procedures for excavation safety and confined-space entry is presented in Sections MGS/STTHOM-2.BPR//5-93/HS 3-2 TUT OO4 2039 Material Handling. Field operations consist of the collection soil samples for subsequent analysis and collection of decontamination water in salvage drums. The physical hazards of these operations are not potentially serious; however, strains/sprains may result from improper body alignment or excessive lifting. 3.2.2 Chemical Hazards The chemical hazards associated with sampling operations at the L'Henri, Inc (Table 1) are related to inhalation, ingestion, and skin contact with contaminated soils and water (see Section 1.2). The site-specific Material Safety Data Sheets (MSDS) are included in Appendix B. Some analytical results from previous contaminant investigations are indicated below: • Concentrations of PCE at SS1 were approximately 5.4 ppm at soil depths from 2.5- 4.0 feet; 59 ppm at soil depths 4-6 feet; decreasing concentration as soil depth from 6 feet increased; and non-detected greater than 19 feet depth. • Concentrations of PCE at SB11 were approximately 0.03 ppm at soil depths from 0-2 feet. • Concentrations of PCE at SB13 were approximately 0.2 ppm at soil depths 4-6 feet. • Concentrations of PCE at SB13A were approximately 0.02 ppm at soil depths 0-2 feet. 3.2.3 Noise Noise exposure at or above the OSHA action level (85 decibels [dBA]) is likely during all excavation and heavy equipment operations. Exposure to noise levels in excess of 90 dBA, the OSHA permissible exposure limits (PEL) for noise, is likely during any excavation operations involving heavy equipment. A hearing conservation program is required for excavation projects. Exposure to noise over the OSHA action level can cause temporary impairment of hearing; prolonged and repeated exposure can cause permanent damage to hearing. The risk and severity of hearing loss increases with the intensity and duration of exposure to noise. In addition to MGS/STTHOM-2.BPR//5-93/HS 3'3 TUT 004 2O40 Table 1 Chemical Hazard Information L'HENRI (Page 1 of 1) Contaminant (Synonym) Physical/Chemical Characteristics (Target Organs/Route of Entry) OSHA PEL (ppm) ACGIH TLV (ppm) IDLH (ppm) Perchloroethylene (Tetrachloroethylene) Colorless liquid with a mild, chloroform-like odor. Volatile, VP= 14 mm. Noncombustible liquid. IP=9.32 eV. Animal carcinogen. Target organs include liver, kidneys, and central nervous system. Routes of entry are inhalation, absorption, ingestion, and skin contact. Symptoms of overexposure include nausea, vomiting, abdominal pain; tremor fingers; jaundice, enlarged tender liver; dermatitis; kidney damage. 25 ppm 25 ppm 500 ppm Animal Carcinogen Trichloroethylene Colorless liquid with a chloroform-like odor. Very volatile, VP=58 mm. IP=9.45 eV. Flammable liquid. Flashpoint 90T, UEL=10.5%, LEL=8%. Not a suspected carcinogen, confirmed through numerous epidemiological studies. Target organs include respiratory system, heart, liver, kidneys, central nervous system, and skin. Routes of entry are inhalation, ingestion, and skin contact. Symptoms of overexposure include irritation of nose, eyes; central nervous system depression, liver, kidney damage. 50 ppm 50 ppm 1000 ppm 1,2-Dichloroethylene Colorless liquid with a slightly acrid, chloroform-like odor. Extremely volatile, VP= 180-264 mm. IP=9.65 eV. Flammable liquid. Flashpoint 36°F, UEL=12.8%, LEL=5.6%. Target organs include respiratory system, eyes, and central nervous system. Routes of entry are inhalation, ingestion, and skin contact. Symptoms of overexposure include irritation of eyes, respiratory system; central nervous system depression. 200 ppm 200 ppm 4000 ppm H C MGS/STTHOM-2.BPR//5-93/HS damaging hearing, noise can impair voice communication; thereby, increasing the risk of accidents on site. 3.3 Anticipated Biological Hazards 3.3.1 Snakes If sample collection locations are such that the possibility of encountering snakes exists, all personnel shall be cautioned to be alert to the presence of snakes. Should a snake bite occur, attempts should be made to kill the snake for positive identification. The victim should be transported to the nearest hospital within 30 minutes; first aid consists of applying a constriction band, washing the area around the wound to remove any unabsorbed venom, and omit cutting and sucking (unless medical care cannot be obtained within 30 minutes). Snake, venoms are complex and include proteins, some of which have enzymatic activity. The effects produced by venoms include neurotoxic effects with sensory, motor, cardiac, and respiratory difficulties; cytotoxic effects on red blood cells, blood vessels, heart muscle, kidneys, and lungs; defects in coagulation, and effects from local release of substances by enzymatic actions. Other noticeable effects of snake bites include swelling, edema and pain around the bite, and the development of ecchymosis (the escape of blood into tissues from ruptured blood vessels). 3.3.2 Insects All IT personnel and subcontractors should be aware of the potential presence of deer ticks during the months of April through October. Precautionary methods include familiarity with the signs/symptoms and potential health hazards of Lyme disease, and the proper implementation of appropriate work practices. During the months of April through October, particular caution must be exercised to prevent being bitten by ticks and potentially contracting Lyme disease, Rocky Mountain Fever, and other tick borne diseases. Specific precautions include: • Cover your body as much as possible. Wear long pants and long-sleeved shirts. Light color clothing makes spotting of ticks easier. • Try to eliminate possible paths by which the deer tick may reach unprotected skin. For example, tuck bottoms of pants into socks or boots and sleeves into gloves. (Duct tape may be utilized to help seal cuffs and ankles.) If heavy concentrations of ticks or insects are anticipated or encountered, Tyvek coveralls may be utilized. MGS/STTHOM-2.BPR//5-93/HS 3-4 TUT 004 204: • Conduct periodic and frequent (e.g., hourly) surveys of your clothing for the presence of ticks. Remove any ticks/insects that become attached to clothing. • Use insect/tick repellents that contain the chemical DEET (n,n-diethyltoluamide). Apply repellents in accordance with manufacturers' recommendations. These repellents are readily available and include such brands as Deep Woods OFF and Maximum Strength OFF. Check the ingredients of the repellent, as the higher the concentration of DEET, the longer the repellent will be effective. IT field personnel should check with the Project Manager to ensure use of insect repellents will not interfere with sample collection procedures. 3.3.3 Buried Sharp Objects Although the potential biological hazards associated with this project are not anticipated to be significant, on-site personnel should be aware of potential bacterial/viral infections (e.g., tetanus) through ingestion following skin contact, or from puncture wounds sustained from stepping on or handling buried sharp objects. 3.3.4- Poisonous Plants If sample points are located in areas where poisonous plants may be encountered, personnel should wear long pants, long sleeves, and gloves to minimize the possibility of exposure. In some areas, the use of a Tyvek or other protective suit may be advisable. MGS/STTHOM-2.BPR//5-93/HS 3-5 TUT OO4 204: 4.0 Safety Program and Procedures The following work practices will be observed during all site activities. 4.1 General Practices • At least one copy of this plan shall be available at the project site, in a location readily available to all personnel, including visitors. • As practical, personnel should practice contamination avoidance. All solid and liquid samples should be collected in such a manner as to minimize contact with the material. • Contaminated protective equipment, such as respirators, hoses, boots, etc., shall not be removed from the area of potential contamination until it has been cleaned or properly packaged and labeled. • Legible and understandable precautionary labels which comply with the hazard communication standard shall be affixed prominently to all containers of contaminated scrap, waste, debris, and clothing. • Removal of contaminated solids from protective clothing or equipment by blowing, shaking, or any other means that disperse contaminants into the air is prohibited. • No food or beverages shall be present or consumed in the regulated area. • No tobacco products shall be present or used in the regulated area. • Cosmetics shall not be applied within the regulated area. • Contaminated materials shall be stored in tightly closed containers, in well-ventilated areas. • Emergency equipment shall be located outside storage areas in readily accessible locations that will remain minimally contaminated in an emergency. • All areas that have been determined as uncontaminated inside the regulated area will be clearly marked as such. No personnel, equipment, etc., shall be in these areas until they have been decontaminated. MGS/STTHOM-2.BPR//5-93/HS 4-1 TUT O04 2044 Ensure that no one is required to lift more than 60 pounds. Drums and containers shall be moved only with proper equipment, and shall be secured to prevent dropping or loss of control during transport. Operations shall be organized to minimize the amount of drum and container movement. Standing upon or working from drums or containers is prohibited. Only U.S. DOT-approved drums or containers will be used onsite. All crew personnel on site shall use the buddy system (working in pairs or teams). If protective equipment or noise levels impair communications, then prearranged hand signals shall be used for communication. Visual contact shall be maintained between crew members at all times, and crew members must observe each other for signs of toxic exposure. Indication of adverse effects include, but are not limited to: - Changes in complexion and skin coloration - Changes in coordination - Changes in demeanor - Excessive salivation and pupillary response - Changes in speech pattern. Employees shall inform their partners or fellow team members of nonvisible effects of overexposure to toxic materials. The symptoms of such overexposure may include: - Headaches - Dizziness - Nausea - Blurred vision - Cramps - Irritation of eyes, skin, or respiratory tract. Visitors to the site shall abide by the following: - All visitors shall be instructed to stay outside the contaminated zone (exclusion and decontamination zones) and remain within the clean zone during the extent of their stay. Visitors shall be cautioned to avoid skin contact with contaminated or potentially contaminated surfaces. - Visitors requesting to observe work conducted in the exclusion zone (EZ) must wear all appropriate PPE prior to entry into that zone. If respiratory protective devices are necessary, visitors who wish to enter the contaminated zone must produce evidence that they have had a complete physical examination, respirator MGS/STTHOM-2.BPR//5-93/HS 4-2 TUT 004 2045 training, and have been fit tested for the respirator to be used within the past 12 months. 4.2 Operating Procedures 4.2.1 Excavation Safety FT Procedure HS307 for excavation and trenching found in Appendix C must be followed. No persons shall be allowed to enter into any excavation greater than S feet deep. If persons will enter excavations greater than 5 feet deep, the excavation must be shored, sloped, or otherwise made safe for entry. Personnel are urged to use remote sampling techniques whenever possible. When entry is unavoidable, the IT Procedure HS300 for confined-space entry found in Appendix D must be followed for each such activity. Shoring or sloping system must be designed by a registered Professional Engineer (P.E.) licensed in the state in which the excavation will take place. The design must be present at the site, and the system must be installed as designed. All excavation shall be performed from a stable ground position. Daily inspections of the excavation shall be made by a competent person, one who has received training in excavation safety. The inspector shall determine the likelihood of a cave-in, and remedial action (RA) such as sloping or shoring shall be taken if the walls appear to be unstable. All spoil shall be located at least 2 feet from the edge of the excavation to prevent it from falling back into the excavation. The excavation shall be guarded on all sides by barricades or caution tape at least 2 feet from the edge. All project personnel shall participate in the daily tailgate safety meetings and be instructed on the following requirements: • Before excavating, the existence and location of underground pipe, electrical equipment, and gas lines will be determined. This will be done, if possible, by contacting the appropriate utility company and/or client representative to mark the location of the lines. If the client's knowledge of the area is incomplete, an appropriate device, such as a cable avoiding tool, will be used to locate the service line. MGS/STIHOM-2.BPR//5-93/HS 4-3 TUT OO4 2O46 • No ignition sources are permitted if the ambient airborne concentration of flammable vapors exceeds 10 percent of the lower explosive limit (LEL) during the excavation. A combustible gas indicator will be used to make this determination. • Operations must be suspended and the area vented if the airborne flammable concentration reaches 10 percent of the LET, in the area of an ignition source (i.e., sparks from bucket of excavator). • Combustible gas reading of the general work area will be made regularly. • If excavating equipment is located in the vicinity of overhead power lines, a distance of IS feet must be maintained between the lines and any point on the equipment. If the lines have appreciable sag, or if windy conditions exist, this distance shall be 20 feet. 4.2.2 Confined-Space Entry The collection of post excavation samples may require personnel to enter an excavation. Personnel are urged to use remote sampling techniques whenever possible. When entry is unavoidable, the requirements as specified in Section 12 for confined-space entry must be followed for each such activity. A confined space is defined as having limited means of egress due to location, size, or number of openings, and has unfavorable natural ventilation. Contaminated soil excavations may pose additional hazards such as air contamination, flammable or explosive atmosphere, and oxygen deficiency. IT has detailed training for confined-space entry, and only personnel properly trained shall supervise and participate in confined-space entry procedures. All personnel entering a confined space shall be trained in proper procedures and the use of PPE. Only properly trained persons shall initiate confined-space entry procedures, perform tests on confined spaces, and authorize entry. The procedures for such entry are: • The confined space must be isolated to prevent the introduction of contaminants during entry. • Mechanical ventilation may be necessary to purge the space of vapors and ensure sufficient oxygen supply. • The confined space shall be tested prior to entry. Tests shall be performed to determine the level of oxygen, flammable vapors, and toxic contaminants. Tests MGS/STTHOM-2.BPR//5-93/HS 4-4 TUT 004 2047 shall be repeated as often as necessary to ensure the safety of personnel entering the confined space. • No entry shall be occur in a space where conditions are immediately dangerous to life and health (IDLH). Examples are oxygen less than 20 percent, greater than 10 percent LEL. • Proper protective clothing and respiratory protective equipment shall be used for confined-space entry (Chapter 5). • Personnel entry into any excavation 5 feet deep or greater is only permitted if the walls are properly shored or sloped. A ladder shall be provided and placed at an angle not more than 30 degrees from vertical, and secured as necessary. Ladder side rails shall extend at least 3 feet above the ground surface. 4.3 Heat Illness Prevention 4.3.1 Heat Stress One or more of the following control measures can be used to help control heat stress and are mandatory if any site worker has a heart rate (measure immediately prior to rest period) in excess of 110 beats per minute: • Site workers will be encouraged to drink plenty of water throughout the day. They will be advised to slightly increase their salt intake by lightly salting their food. • On-site drinking water will be kept cool (50 to 60* F) to encourage personnel to drink frequently. • A work regimen that will provide adequate rest periods for cooling down will be established, as required. • All personnel will be advised of the dangers and symptoms of heat stroke, heat exhaustion, and heat cramps. • Cooling devices such as vortex tubes or cooling vests should be used when personnel must wear impermeable clothing in conditions of extreme heat. • Employees should be instructed to monitor themselves and coworkers for signs of heat stress and to take additional breaks as necessary. • A shaded rest area must be provided. All breaks should take place in the shaded rest area. MGS/STTHOM-2.BPR//S-93/HS 4-5 TUT 004 204S • Employees shall not be assigned to other tasks during breaks. • Employees shall remove impermeable garments during rest periods. This includes white Tyvek-type garments. • All employees shall be informed of the importance of adequate rest, acclimation, and proper diet in the prevention of heat stress disorders. The signs of heat stress disorders are given below. Heat Cramps. Heat cramps are caused by heavy sweating and inadequate electrolyte replacement. Signs and symptoms include muscle spasms and pain in the hands, feet, and abdomen. Heat Exhaustion. Heat exhaustion occurs from increased stress on various body organs. Signs and symptoms include: • Pale, cool, moist skin • Heavy sweating • Dizziness, nausea • Fainting. Heat Stroke. Heat stroke is the most serious form of heat stress and should always be treated as a medical emergency. The body's temperature regulation system fails, and the body temperature rapidly rises to critical levels. Immediate action must be taken to cool the body before serious death or injury occurs. Signs and symptoms of heat stroke include: Red, hot, usually dry skin Lack of, or reduced perspiration Nausea Dizziness and confusion Strong, rapid pulse and confusion Coma. 4.4 Hearing Conservation All on-site IT and subcontractor personnel shall wear hearing protection, with a Noise Reduction Rating (NRR) of at least 20, when noise levels exceed 85 dBA. All site personnel who may be MGS/STTHOM-2.BPR//5-93/HS 4-6 TUT 004 2O49 exposed to noise shall also receive baseline and annual audiograms and training as to the causes and prevention of hearing loss. Noise monitoring is discussed in Chapter 8.0. Whenever possible, equipment that does not generate excessive noise levels will be selected for this project. If the use of noisy equipment is unavoidable, wherever possible, barriers, or increased distance will be used to minimize worker exposure to noise. 4.5 Sanitation 4.5.1 Potable Water The following rules apply for all project field operations: • An adequate supply of potable water will be provided at each work site. • Portable containers used to dispense drinking water shall be capable of being tightly closed, and shall be equipped with a tap dispenser. Water shall not be drunk directly from the container. • Containers used for drinking water shall be clearly marked and not used for any other purpose • Disposable cups will be supplied; both a sanitary container for unused cups and a receptacle for disposing of used cups shall be provided. 4.5.2 Non-potable Water Outlets for non-potable water shall be identified to clearly indicate that the water is unsafe and is not to be used for drinking, washing, or cooking purposes. There shall be no cross connection (open or potential) between potable and nonpotable water systems. Non-potable and potable water systems shall be separated so as to minimize confusion and possible cross contamination. MGS/STTHOM-2.BPR//5-93/HS 4-7 TUT OO4 2050 4.5.3 To/let Faci/rties Toilet facilities shall be available for employees as follows: Number of Employees Minimum Number of Facilities 20 or fewer More than 20, fewer than 200 More than 200 One One toilet seat and one urinal One toilet seat and one urinal per 40 employees If permanent toilet facilities are not available (at sites more than 500 feet from a building with an accessible toilet), then a portable chemical toilet(s) will be provided. 4.5.4 Trash Collection Trash collected from the contamination reduction zone (CRZ) will be separated as routine hazardous waste. Trash collected in the support and break areas will be disposed of as nonhazardous waste. Labeled trash receptacles will be set up in the CRZ and in the support zone. MGS/STIHOM-2.BPR//5-93/HS 4-8 TUT 004 .2050 AI 5.0 Persona/Protective Equipment Based upon the job hazard analysis, it is expected that project personnel will utilize Level D protective clothing for excavation of the first 4 feet if air monitoring results do not exceed the action levels specified in Table 2. Level C will be worn by all personnel in the immediate vicinity where air monitoring readings are above the action level. Level C or Level B protective clothing may be required for entry into excavations or other operations depending upon the levels of contaminants as measured at the time of entry. It is anticipated that ventilation of any confined spaces will result in atmospheres with no hazardous levels of contaminants. If conditions warrant higher levels of protection, site work will be suspended until such conditions can be rectified. When working at the site, personnel must wear ultraviolet radiation protective lotions/creams to prevent sunburn. 5.1 Levels of Protection 5.1.1 Level D The minimum level of protective equipment to be worn on site during this project is: • Hard hat, American National Standards Institute (ANSI) approved • Safety glasses, ANSI approved • Steel-toed boots or shoes, ANSI approved If noise levels exceed 85 dBA, then hearing protection with a U.S. EPA NRR of at least 20 dBA shall be used. 5.7.2 Level C Level C protection may only be used when contaminants can be evaluated or controlled, oxygen is at least 20 percent, and LEL is less than 10 percent. Level C protection for this project will consist of the following: Hard hat, ANSI approved Safety glasses, ANSI approved NIOSH-approved, full-face air purifying respirator with NIOSH-approved cartridges for dust and organic vapors Steel-toed neoprene boots or overbooties Nitrile gloves MGS/STTHOM-2.BPR//5-93/HS 5-1 TUT 004 • Double polyethylene coated Tyvek hooded coveralls • Full tape of ankles, wrists, and hood 5.1.3 Level B Level B protection will be used for all work where atmospheres contain contaminants in excess of 10 times the permissible exposure limit (PEL) or for confined space entry. Level B protection for this project will consist of the following: Hard hat, ANSI approved Safety glasses, ANSI approved NOISH-approved positive pressure air supply respirator system such as air line or self-contained breathing apparatus (SCBA) Steel-toed neoprene boots (ANSI approved) or overbooties Nitrile gloves Double polyethylene coated Tyvek hooded coveralls Full tape of ankles, wrists, and hood 5.2 Respiratory Protection Program The IT respiratory protection program will apply to all activities requiring the use of respirators at the site. Basic requirements are as follows: • All site personnel will have an assigned respirator face piece. • All site personnel will have been medically qualified, fit tested, and qualified in the use of the appropriate respirator within the past 12 months. Fit test and respirator qualification cards must be provided to the Field Operations Coordinator (FOC) prior to commencing site work. • Only properly cleaned, maintained, NIOSH-approved respirators are to be used on this site. • If air-purifying respirators are used, the respirator cartridge is to be disposed of at the end of each work shift, or when load-up or breakthrough occurs. • Contact lenses are not to be worn when a respirator is required. • All site personnel will be clean shaven in facial areas which touch the sealing surface of the respirator. • Respirators will be inspected; a positive and negative pressure test will be performed prior to each use. MGS/STTHOM-2.BPR//S-93/HS 5~2 TUT QW 20*0 • After each use, the respirator will be wiped with a disinfectant, cleansing wipe. When used, the respirator will be thoroughly cleaned at the end of the work shift. The respirator will be stored in a clean plastic bag. 5.3 Using Personal Protective Equipment Depending upon the level of protection selected for this project, specific donning and doffing procedures may or may not be required. The following procedures are mandatory if Level C or higher PPE is selected. All persons entering the EZ shall put on the required PPE in accordance with the requirements of this plan. When leaving the EZ, PPE will be removed in accordance with the procedures listed, in order to minimize the spread of contamination. 5.3.1 Donning Procedures These procedures are mandatory, only if Level C or higher PPE is required for the project: • Remove bulky outerwear. Remove street clothes and store in clean location. • Put on disposable or IT issue (and laundered) work clothes or coveralls. • Put on the required chemical protective coveralls or rain gear. • Put on chemical protective boots or boot covers. • Tape the legs of the coveralls to the boots with duct tape. • Put on chemical protective gloves as required by the H&S plan. • Tape the wrists of the protective coveralls to the gloves. • Don respirator if required, and perform appropriate fit check. • Put hood or head covering over head and respirator straps. Tape the hood to the face of the respirator. • Don remaining PPE, such as safety glasses or goggles and hard hat. MGS/STIHOM-2.BPR//S-93/HS 5-3 TUT 004 If these procedures are instituted, one person shall remain outside the work area to ensure that each person entering has the proper protective equipment. No persons shall be allowed to enter an EZ if they are not wearing the required PPE. 5.3.2 Doffing Procedures The following procedures are only mandatory if Level C or higher PPE is required for this project. Whenever a person leaves a Level C or higher work site, the following decontamination sequence will be followed: • Upon entering the CRZ, rinse contaminated materials from the boots or remove contaminated boot covers. • Clean reusable protective equipment. • Remove protective garments, equipment, and respirator. All disposable clothing should be placed in plastic bags, which are labeled with contaminated waste labels. • Wash face and neck. • Proceed to clean area and dress in clean clothing. • Clean and disinfect respirator for next use. • Proceed to the sign-out point. All disposable equipment, garments, and PPE shall be bagged in two 6 mil plastic bags, properly labeled for disposal. 5.4 Selection Matrix The level of personal protection selected will be based upon real-time air monitoring of the work environment and an assessment by the Site Supervisor of the potential for skin contact with contaminated materials. The PPE selection matrix is given in Table 2. MGS/STTHOM-2.BPR//5-93/HS 5-4 TUT 004 Table 2 PPE Selection Matrix AIRBORNE CONTAMINANT ACTION LEVELS Parameter Reading Above Background Required Action Flammable vapors (LED <10% LEL LEL Normal operations Stop work; ventilate area; investigate source of vapors Total Hydrocarbons <5 ppm 5 to 50 ppm .>_50 ppm Normal operations Stop work; don Level C PPE Stop work; evacuate area; investigate cause of reading MGS/STTHOM-2.BPR//S-93/HS TUT 004 6.0 Site Contra/ Only personnel who have completed 40 hours of hazardous waste operations as defined under OSHA Regulation 29 CFR1910.120, have completed their 40-hour training or refresher training within the past 12 months, and have been certified as fit for hazardous waste operations by a physician within the past 12 months shall be allowed within a site area designated as the work zone. Personnel without such training may not enter the designated work zone. The Site Supervisor will maintain a list of authorized persons. That list will be provided to each IT site representative. 6.1 Hazard Briefing No person will be allowed on any IT field sites during site operations without first being given a site hazard briefing. In general, the briefing will consist of a review of the tailgate safety meeting. All persons on the site, including visitors, must sign the site-specific tailgate safety meeting form. 6.2 Documentation of Certification A training and medical file will be established for the project and kept on site during all site operations. The 40-hour training, update, and specialty training (first-aid/cardiopulmonary resuscitation [CPR]) certificates, as well as the current annual medical clearance for all project field personnel, will be maintained within that file. All IT and subcontractor personnel must provide their training and medical documentation to the Site Supervisor prior to the start of field work. 6.3 Entry Log The IT representative at the site shall record on their Field Activity Daily Log (FADL) all visitors to the site. A log-in/log-out sheet shall be maintained at each site. Personnel will sign in and out on the sheet as they enter and leave the work zone. At the end of each shift, the log will be collected by the IT site representative for incorporation into the project file. 6.4 Entry Requirements In addition to the entry requirements listed above, no personnel will be allowed on any IT field site unless they are wearing the minimum PPE as described in Chapter 5.0. Personnel entering the work zone must wear the required PPE for those locations. MGS/STTHOM-2.BPR//5-93/HS 6-1 TUT 004 2.050 7.0 Decontamination Contamination control will be maintained in the immediate work area where there is a potential for chemical contaminants to escape to the immediate environment. This control may consist of several techniques that will prevent loss of contamination control. Techniques include establishing a plastic- or paper-covered laydown area adjacent to the sampling point, wearing of PPE, establishing a control boundary by using rope or tape, and immplementing other techniques that are readily recognized by client procedures. Only IT personnel and authorized visitors who have completed 40-hour hazardous waste training and who are wearing the required PPE will be allowed within the work zone. 7.1 Personnel Decontamination Once clear of the area, the workers should wash exposed skin surfaces (e.g., hands and face) with soap and water to remove any contaminants. 7.2 Equipment Decontamination Any equipment which have been utilized in contaminated areas will be decontaminated prior to leaving the work zone. If the level of contamination anticipated is low, decontamination for vehicles will be limited to rinsing of tires with water. For sites with significant levels of contamination, steam cleaning or pressure washing of vehicles and equipment will be required. 7.3 Persona/ Protective Equipment Decontamination Where and whenever possible, single use, external protective clothing shall be used for work within the EZ or CRZ. This protective clothing shall be disposed of in marked containers. Depending upon subsequent analysis, that protective clothing may require disposal as hazardous waste. Reusable protective clothing will be rinsed at the site with detergent and water. The rinsate will be collected for possible disposal as hazardous waste. Respiratory protective equipment will be wiped with a damp cloth while in the CRZ and bagged. Once the respirator has been removed from the CRZ, it will be thoroughly cleaned with soap and water. The respirator face piece will be cleaned at the end of each work shift. MGS/STTHOM-2.BPR//5-93/HS 7-1 TUT 004 2.0^0 8.0 Site Monitoring 8.1 Air Monitoring Air monitoring is essential to ensure that all field personnel are adequately protected from airborne contaminants. The levels of organic vapors in the work area will be monitored using a total organics vapors monitoring unit (HNU) PI-101 photoionization analyzer, or equivalent. Combustible gas readings shall be conducted in the areas of sampling or excavating if flammable contaminants are anticipated. Integrated air samples, if collected, will be analyzed through an IT industrial hygiene (ffl) laboratory and/or other equally accredited American Industrial Hygiene Association (AIHA) laboratories. The specific number of samples and turnaround times will vary and are dependent upon operation requirements and site-specific activities. 8.1.1 Locations to be Monitored All personal, integrated air monitoring samples and direct reading instrumentation readings taken for the purpose of determining appropriate H&S precautions shall be collected/taken in the approximate "breathing zone" of the IT or subcontractor employees (i.e., readings should be taken at the approximate head-height of the IT or subcontractor employee closest to the sample location or other suspected source of contamination). If integrate air samples are to be collected, the H&S Representative will be responsible for selecting appropriate individuals anticipated to be at highest risk for potential inhalation of airborne contaminants. All area, integrated air monitoring samples shall be taken from a fixed position at the approximate "breathing zone" height. The H&S Representative shall be responsible for the specific location of these sampling devices, based on prevailing environmental and site conditions and site activities. 5.7.2 Frequency Continuous or intermittent area monitoring will be required for this project during intrusive work activities (if intermittent, at least every half-hour during intrusive activities). The monitoring equipment will be positioned at approximately "breathing zone" height to estimate personnel exposure. Readings shall be collected where employees are located near the excavation and MGS/5TTHOM-2.BPR//5-93/HS 8-1 TUT 004 recorded on the IT real-time air monitoring log, Field Activity Daily log form, or equivalent to document potential employee exposures. If used, personal, integrated air monitoring samples shall be collected during the first full day of site remediation/sampling operations. The H&S Representative in consultation with the Site Supervisor will be responsible for identifying a day that is anticipated to be indicative of proposed continued operations for the specific site. All samples should be full-shift samples (i.e., collected over at least six hours during the course of site operations) and analyzed within a 24- to 48-hour period. Based on these initial results, the frequency of additional sample collection and analysis will be determined, and the appropriate level of personal protection will be prescribed. 8.1.3 Air Monitoring Equipment The following equipment will be available for utilization if required: • HNU Model PI-101 photoionization detector (PID), or equivalent • MSA combustible gas and oxygen indicator, or equivalent All equipment shall be maintained in such quantity and condition to adequately monitor and assess all site operations. 8.1.4 Monitoring Equipment Maintenance and Calibration All IT HNU PIDs will be calibrated in accordance with manufacturer's specifications. Preventive maintenance and repairs will be conducted in accordance with the respective manufacturers' procedures. All other IT air monitoring equipment (e.g., combustible gas/oxygen meters and aerosol monitors) will be maintained and calibrated in accordance with the specific manufacturers' procedures. All personal sampling pumps shall be calibrated in accordance with OSHA sampling protocols and NIOSH methods for the analyte of interest. MGS/STTHOM-2.BPR//5-93/HS 8-2 TUT OO4 All direct reading instrumentation calibrations should be conducted under the approximate environmental conditions the instrument will be used. All air monitoring equipment calibrations and maintenance activities shall be documented on the IT FADL, or equivalent. All completed H&S documentation/forms shall be reviewed by the Project H&S Coordinator and maintained by the Site Supervisor. If an instrument is found to be inoperative or suspected of giving erroneous readings, the IT H&S Representative shall be responsible for immediately removing the instrument from service and obtaining a replacement unit. The specific IT or subcontractor operation for which this equipment is essential shall cease until an appropriate replacement unit is obtained. The H&S Representative will be responsible for ensuring a replacement unit is obtained and/or repairs are initiated on the defective equipment. When applicable, only manufacturer-trained and/or authorized IT personnel will be allowed to perform instrument repairs or preventive maintenance (e.g., repairs on the hydrogen handling or electrical components of an organic vapor analyzer [OVA]). 8.2 Noise Monitoring Noise monitoring is not anticipated on this project, however it may be performed if noise levels in the speech-interfering level are encountered. 8.3 Heat Stress Heat stress monitoring shall be initiated whenever ambient temperatures on site exceed 85 *F. At the discretion of the Project H&S Coordinator, environmental and/or physiologic monitoring will be carried out. Monitoring and interpretation of monitoring results will be in accordance with IT Procedure HS400, "Working in Hot Environments," and Section 4 of this plan. 8.4 Safety Review At least once during the project, both the Project Manager and an H&S professional will carry out a comprehensive safety review of the project. The Site Supervisor will conduct frequent site safety inspections (no less than once per week). Management safety reviews will be recorded on Safety Inspection Report Forms and will be forwarded to the responsible business unit management for review. The Site Supervisor will record the inspection results on the Safety Inspection Report. MGS/STIHOM-2.BPR//S-93/HS 8~3 TUT 004 8.5 Monitoring Records The Project Manager shall ensure that site monitoring records are complete and incorporated into the project file. Any personnel or area air monitoring results will be incorporated into the host office H&S files. The host office H&S Coordinator will be responsible for establishing, maintaining, and forwarding to other FT offices (as necessary) all required monitoring information as described below for placement in individual employee files: • Employee name, social security number, payroll number • The date, time, pertinent task information, exposure information • Description of the analytical methods, equipment used, and calibration data • Type of PPE worn • Engineering controls used to reduce exposure. 8.6 Notification Within five working days after receipt of monitoring results, the project H&S staff and the host office H&S staff will ensure that each employee is informed in writing of the results which represent that employee's exposure. Monitoring results representative of an employee's exposure shall be reported to the affected employee on the IT Employee Notification of Industrial Hygiene Monitoring Results Form. Whenever the results indicate that the representative employee exposure exceeds the PEL, the Employee Notification of Industrial Hygiene Monitoring Results Form shall state that the PEL was exceeded, and shall provide a description of the corrective action taken to reduce exposure to a level below the PEL. IT will provide IH monitoring results to subcontractor companies, if the exposure of subcontractor employees to airborne contaminants is elevated. Notification of subcontractor personnel of IH monitoring results is the responsibility of the subcontractor. MGS/STTHOM-2.BPR//5-93/HS 8-4 TUT OO4 Table 3 Calibration and Maintenance of Field Sampling Equipment Monitor Type Combustible gas indicator/oxygen meter Photoionization detector (PID) Draeger tube sampling system Air sampling pump Sound level meter Calibration Method CGI sensor calibrated against known concentration of hexane (demonstration bottle). Zero setting checked in noncontaminated air. Oxygen sensor calibrated daily to 20.8 percent in fresh noncontaminated air. PID zeroed in clean air. Span calibrated using known concentration of isobutylene (demonstration bottle). Check air tightness of pump by inserting unbroken tube. Compress bellows pump, time for one minute, chain should remain slack. If chain taut, then maintenance required. Verify airflow using primary standard (bubble meter) or precalibrated rotameter. Calibrate using known noise source (manufacturer supplied acoustic calibrator). Check battery level within recommended limits. Calibration Frequency CGI span calibrated once per month. CGI zero checked daily. Oxygen sensor calibrated daily. PID zeroed and span checked daily at start of work day. Check daily prior to start of workday. Verify airflow prior to and after use. with sampling head in place. Spot check flow rate throughout sampling period. Calibrate meter and check battery daily prior to use. Maintenance Schedule Instrument cleaned as needed and no less than annually. Oxygen sensor changed annually. CGI sensor checked annually and changed if necessary. Annual cleaning by qualified representative. Annual calibration of electronics by qualified representative. Clean lamp if sensitivity drops or if used in very dusty environment. Maintenance required whenever pump fails to pass leak test. Replace seals and/or lubricate per instruction manual. Minimum of annual cleaning. Clean whenever pump unable to hold flow rate. Maintenance required if pump will not hold charge or if flow rate is erratic. Annual cleaning by qualified representative. Maintenance required if meter fails to calibrate. MGS/STTHOM-2.BPR//5-93/HS TUT 004 g<4 9.0 Employee Training 9.1 General All on-site project personnel shall have completed at least 40 hours of hazardous waste operations-related training, as required by OSHA Regulation 29 CFR 1910.120. All field employees receive a minimum of three days of actual field experience under the direct supervision of a trained, experienced supervisor. Those personnel who completed the 40-hour training more than 12 months prior to the start of the project shall have completed an 8-hour refresher course within the past 12 months. The Site Supervisor shall have completed an additional 8 hours of relevant H&S training and shall have a current first-aid/CPR certificate. Subcontractor personnel must meet the above training requirements (Appendix B). IT provides each employee who completes the required 40 hours of classroom training and 3 days of field experience with a certificate signed by the instructor. A copy of the certificate is maintained in the employee's home business unit training files. Subcontractors must provide certificates of training for the project file for all employees assigned to the project. 9.1.1 Tailgate Safety Meetings Prior to the start of the project, all personnel will participate in a tailgate safety meeting. During the tailgate safety meeting, the H&S plan will be discussed. The Site Supervisor will ensure that the anticipated site hazards are summarized and explained to all personnel, and that those personnel are aware of the precautions they must take to minimize their exposure to those hazards. Tailgate safety meetings will be held at the start of each work shift. All new employees must attend the meeting and be familiar with this H&S Plan. Attendance records and meeting notes are maintained with the project files. 9.1.2 Material Safety Data Sheets The site-specific H&S plan includes MSDS and occupational health guidelines for chemical substances known to be on site. The H&S plan is maintained on site and is accessible to all site employees. Each employee is required to review and sign the H&S plan before starting work on the site. Refer to Appendix B. MGS/STTHOM-2.BPR//5-93/HS 9-1 TUT 004 .20Go 9.1.3 Site-Specific Health and Safety Plan The IT safety department prepares a site-specific H&S plan for each project falling within the scope and application of 29 CFR 1910.120 and IT Procedure HS052. Injury and illness prevention programs are written for all other projects. The Site Supervisor presents the H&S plan and discusses it with all personnel assigned to the project. All workers and visitors must read and sign the H&S plan acknowledging acceptance of site rules and understanding of site hazards before the start of the site work. 9.2 Site Workers' Basic Course The following is a list of the topics covered in IT's 40-hour training course: • General site safety • Physical hazards (fall protection, noise, heat stress, cold stress) • Names and titles of key personnel responsible for site H&S • Safety, health, and other hazards typically present at hazardous waste sites • UseofPPE • Work practices by which employees can minimize risks from hazards • Safe use of engineering controls and equipment on site • Medical surveillance requirements including recognition of symptoms and signs which might indicate overexposure to hazards • Worker right-to-know (Hazard Communication OSHA 1910.1200) • Routes of exposure to contaminants • Engineering controls and safe work practices • Components of the site H&S program • Decontamination practices for personnel and equipment • Confined-space entry procedures • Emergency response plan. MGS/STTHOM-2.BPR//S-93/HS 9-2 TUT 004 9.3 Supervisors' Course Content Management and supervisors must receive an additional eight hours of training presented by the IT Training Department that includes: • General site safety and health programs • PPE programs • Air monitoring techniques. 9.4 Site-Specific Training Site-specific training will be accomplished through a review of this H&S plan and the daily tailgate safety meetings. 9.5 First Aid and Cardiopulmonary Resuscitation At least one employee current in first aid/CPR will be assigned to the work crew and will be on the site whenever operations are ongoing. First-aid and CPR training courses are offered to all IT employees. Annual refresher training in first aid and CPR is required to maintain the currency of the certificate. 9.6 Instructors The IT Training Department, headquartered in Irvine, California, teaches the 40-hour hazardous waste operations classes using Certified Environmental Trainers (GET). When training needs exceed the capacity of the training division, IT uses outside institutions. IT is recognized by the U.S. EPA and listed in the Federal Register (53 FR 3982). Only similarly recognized outside training institutions may be used with prior approval of the IT Training Department. MGS/STTHOM-2.BPR//S-93/HS 9-3 TUT 004 10.0 Medical Surveillance Program 10.1 Physical Examinations All on-site project personnel shall within the past 12 months have completed a comprehensive medical examination that meets the requirements of OSHA's Regulation 29 CFR 1910.120. The annual medical includes the following elements: • Medical and occupational history questionnaire • Physical examination • Complete blood count, with differential • Liver enzyme profile • Chest X-ray, once every three years, for non-asbestos workers • Pulmonary function test • Audiogram • Electrocardiogram (EKG) for persons older than 35 years of age, or if indicated during the physical examination • Drug screening • Visual acuity • Follow-up examinations, at the discretion of the examining physician or the corporate medical director. All employee medical records are maintained by the H&S group, within the worker's home profit center, or for subcontractors at the subcontractor's office. The examining physician provides the employee with a letter summarizing his findings and recommendations. Each employee also has the right to inspect and copy medical records. The examining physician provides the employer with a letter confirming the worker's fitness for work and ability to wear a respirator. A copy of this letter for all project workers will be kept on site during all project site work. MGS/STTHOM-2.BPR//5-93/HS 10-1 TUT O04 Subcontractors will certify that all their employees have successfully completed a physical examination by a qualified physician on the Certification Form. The physical examinations shall meet the requirements of 29 CFR 1910.120, 29 CFR 1910.134, HS100 and HS101. Subcontractors will supply copies of the medical examination certificate for each on-site employee. 10.1.1 Preplacement Examination All employees will receive a preplacement medical examination prior to assignment to field operations. 10.1.2 Annual Examination Each year subsequent to the placement examination, all employees and subcontractors must undergo an annual examination similar in scope to the placement examination. FT employees hired prior to 1985 are not required to submit to drug screening. Chest X-rays are taken every third year. The medical and occupational history is updated with each examination. 10.1.3 Exit Exam/nation IT employees receive an exit examination upon leaving the company if they have not been examined within the previous six months. The exit examination consists of the annual examination without drug screen. The employee's immediate supervisor is to notify the home office H&S Assistant within a reasonable time before the termination to allow for the necessary arrangements. 70.2 First-Aid and Medical Treatment All persons on site must report any near-miss incident, accident, injury, or illness to their immediate supervisor or the Field Supervisor. First aid will be provided by the designated site first aider. Injuries and illnesses requiring medical treatment will be accompanied by an "Authorization for Treatment" Form. The employee's supervisor or the Field Supervisor will complete the "Supervisor's Employee Injury Report" and conduct an accident investigation as soon as emergency conditions no longer exist and first-aid and/or medical treatment has been rendered. The investigation should follow the Accident/Injury Investigation Report. These two reports must be completed and submitted to the H&S Coordinator within 24 hours after the incident. MGS/STTHOM-2.BPR//5-93/HS 10~2 TUT 004 2.o*=>O If first-aid treatment is required, first-aid kits are kept at the CRZ and in all IT vehicles. If treatment beyond first aid is required, the injured should be transported to the medical facility shown in Appendix D. If the injured is not ambulatory or shows any sign of not being in a comfortable and stable condition for transport, then an ambulance/paramedics should be summoned. If there is any doubt as to the injured worker's condition, it is best to let the local paramedic or ambulance service examine and transport the worker. 10.3 Medical Restriction When a medical care provider identifies a need to restrict work activity, the employee's home office H&S Assistant will communicate the restriction to the employee, their supervisor, and the office H&S professional. The terms of the restriction will be discussed with the employee and his supervisor. Every attempt will be made to keep the employee working, while not violating the terms of the medical restriction. 10.4 Medical Records Medical and personal exposure monitoring records will be maintained according to the requirements of 29 CFR 1910.20 and HS103, and shall be kept for 30 years post employment. Employee confidentiality shall be maintained. Employees and their authorized representatives have access to these records through the H&S Assistant. MGS/STTHOM-2.BPR//S-93/HS 10-3 TUT OO4 -ZOS'O 7 1.0 Emergency Response Plan This H&S plan has been developed to allow the operation to be conducted without adverse impact to the H&S of project personnel, other personnel, and the environment. Supplementary procedures are included in this section to address extraordinary conditions that might occur at the site. 7 7.7 General The Site Supervisor will establish evacuation routes and assembly areas for each site. All personnel entering the site will be informed of these routes and assembly areas. If the site is large and the evacuation routes not clear, a site plan will be made marking the evacuation routes and will be posted at conspicuous locations. Each site will be evaluated for the potential for fire, explosion, chemical release, or other catastrophic events. Unusual events, activities, chemicals, and conditions will be reported to the Site Supervisor. 7 7.2 Emergency Procedures If an incident occurs, the following procedures will be used: • The Site Supervisor will evaluate the incident and assess the need for assistance • The Site Supervisor will call for outside assistance as needed • The Site Supervisor will act as liaison between outside agencies and on-site personnel • The Site Supervisor will ensure the Project Manager and an H&S Representative at the nearest IT office are notified promptly of the incident • The Site Supervisor will take appropriate measures to stabilize the incident scene. 77.3 Safety Signals Vehicle or portable air horns will be used for safety signals as follows: • One long blast: Emergency evacuation of the site • Two short blasts: Clear working area around powered or moving equipment. MGS/STTHOM-2.BPR//S-93/HS 11-1 TUT O04 11.4 Medical Emergency All employee injuries must be promptly reported to the Site Supervisor. The Site Supervisor will: • Ensure that the injured employee receives prompt first aid and medical attention • Ensure that the Project Manager and General Manager are promptly notified of the incident • Initiate an investigation of the incident. 11.4.1 Chemical Inhalation Any employee complaining of symptoms of chemical overexposure as described in Chapter 3.0 will be removed from the work area and transported to the designated medical facility for examination and treatment. It is highly unlikely that the chemicals anticipated as being on site, in the concentrations anticipated, would cause situations immediately dangerous to life and health. 11.4.2 Eye Contact Project personnel who have had contaminants splashed in their eyes or who have experienced eye irritation while in the contaminated zone, shall immediately proceed to the eyewash station, set up in the decontamination zone. Do not decontaminate prior to using the eyewash. Remove whatever protective clothing is necessary to use the eyewash. Flush the eye with clean running water for at least 15 minutes. Arrange prompt transport to the designated medical facility. 11.4.3 Skin Contact Project personnel who have had skin contact with contaminants will, unless the contact is severe, proceed through the decontamination zone, to the wash-up area. Personnel will remove any contaminated clothing, and then wash the affected area with water for at least 15 minutes. The worker should be transported to the medical facility listed below, if they show any sign of skin reddening, irritation, or if they request a medical examination. 11.4.4 Personal Injury Accident In the event of a personal injury accident, the Site Supervisor will assess the nature and seriousness of the injury. In the case of serious or life-threatening injuries, normal MGS/STTHOM-2.BPR//S-93/HS 11-2 TUT 004 decontamination procedures may be ignored. Less serious injuries such as strains, sprains, minor cuts, and contusions may only be treated after the employee has been decontaminated. Following decontamination, an IT project team member qualified in first aid and CPR will administer suitable first aid. The Site Supervisor will then, if necessary, arrange transport to the appropriate medical facility. 11.5 rire In the case of a fire on the site, the Site Supervisor will assess the situation and direct fire- fighting activities. The Site Supervisor will ensure that the client site representative (if there is one) is immediately notified of any fires. IT personnel will attempt to extinguish the fire with available extinguishers, if safe to do so. IT will call the local fire department (911) in the event of a fire that FT is unable to safely and immediately extinguish. 11.6 Emergency Information Prior to the start of the project, contact will be made with local authorities and emergency services to establish communication channel during an event of emergency and to familiarize the project personnel with the communication procedure and services. 11.6.1 Public Agencies Fire 921 Ambulance 922 Hospital 766-8311 Toxic Chemical & Oil Spill Reports (800)424-8802 Water & Power Authority Emergency 773-2250 11.6.2 Key Project and IT Personnel Project Manager, Belinda Price (615)690-3211 H&S Coordinator, Melissa Smith (615)690-3211 Site Supervisor (615)690-3211 Occupational Physician: Peter M. Greaney, M.D. Greaney Medical Group 1103 S. Anaheim Boulevard Anaheim, CA 92805 (714) 535-8221 MGS/STTHOM-2.BPR//5-93/HS 11-3 TUT 004 2JO^O C4- David Barnes, M.D. Environmental Medicine Resources, Inc. 4360 Chamblee Dunwoody Road Suite 202 Atlanta, GA 30341 (404) 455-0818 MGS/STTHOM-2.BPR//5-93/HS 11-4 TUT 004 12.0 Confined Space Entry 12.1 Introduction This section contains the requirements and procedures for working in confined spaces. A confined space is defined as a space large enough and so configured that an employee can bodily enter and perform assigned work, has limited means for entry or exit, and is not designed for continuous employee occupancy. Contaminated soil excavations, storage vessel entries and other confined space work may pose additional hazards such as air contamination, flammable or explosive atmosphere, and oxygen deficiency. Excavation entry may pose the possibility of engulfment. IT has detailed training for confined space entry, and only personnel properly trained shall supervise and participate in confined space entry procedures or serve as standby attendants. All confined spaces are initially considered permit required. Under certain conditions, a space may be reclassified as a non permit confined space provided the IT H&S Professional approves the ^classification, and the space meets the criteria outlined in Section X.2.3. 72.2 Confined Space Identification and Designation 12.2.1 Identification The IT Supervisor is responsible to identify all confined spaces into which IT employees or subcontractors will enter. Entry is considered to have occurred as soon as any part of the entrant's body breaks the plane of an opening into the space. The client is responsible to identify and provide information as to contents, expected atmosphere, and rescue procedures for all confined spaces on his/her property. If a space is not considered permit required by the client but meets the criteria of this procedure, it shall be considered permit required for IT managed entry. If a space does not meet the criteria in this procedure but is considered permit required by the client, this procedure shall apply. The confined space for this project is any entry into the excavation greater than 5 feet depth. 72.2.2 Classification A confined space means a space that is large enough and so configured that an employee can bodily enter and perform assigned work, has limited or restricted means for entry or exit, and is not designed for human occupancy. MGS/STTHOM-2.BPR//5-93/HS 12-1 ("H">4 A permit required confined space is a confined space meeting the above definition and also contains or could contain a hazardous atmosphere, or contains a material that has the potential for engulfing an entrant, or has an internal configuration such that an entrant could be trapped or asphyxiated by inwardly converging walls or by a floor which slopes downward and tapers to a smaller cross-section, or contains any other recognized serious safety or health hazard. All confined spaces are initially considered permit required confined spaces. CLASSIFY CS as permit-required confined space. 12.2.3 Reclassification Although all confined spaces are initially considered permit required confined spaces, certain spaces can be reclassified as a non permit confined spaces provided the following apply: • Site-specific approval of an H&S professional; • All contaminants, vessels containing contaminants, and contaminated soils have been removed; • All actual or potential atmospheric hazards have been eliminated (verified by testing); • Ventilation is not required to maintain control of atmospheric hazards; • All recognized hazards, including engulfment, within the confined space have been eliminated • The entry permit must be posted at the entrance to the confined space. The space must be re-evaluated (and reclassified to permit required, if needed) whenever the use or configuration of the space changes in any way that might increase the hazard to entrants. All entrants must exit the space immediately when hazards are noted. RECLASSIFICATION IS NOT PERMISSIBLE FOR EXCAVATION ENTRY. 12.3 Duties of Personnel Each confined space being entered shall have a minimum of one (1) dedicated attendant and one other support person (who may have other duties) within sight or call. 12.3.1 Duties of Entrants MGS/STIHOM-2.BPR//5-93/HS 12-2 TUT 004 A permit required confined space is a confined space meeting the above definition and also contains or could contain a hazardous atmosphere, or contains a material that has the potential for engulfing an entrant, or has an internal configuration such that an entrant could be trapped or asphyxiated by inwardly converging walls or by a floor which slopes downward and tapers to a smaller cross-section, or contains any other recognized serious safety or health hazard. All confined spaces are initially considered permit required confined spaces. CLASSIFY CS as permit-required confined space. 12.2.3 Reclassification Although all confined spaces are initially considered permit required confined spaces, certain spaces can be reclassified as a non permit confined spaces provided the following apply: • Site-specific approval of an H&S professional; • All contaminants, vessels containing contaminants, and contaminated soils have been removed; • All actual or potential atmospheric hazards have been eliminated (verified by testing); • Ventilation is not required to maintain control of atmospheric hazards; • All recognized hazards, including engulfment, within the confined space have been eliminated • The entry permit must be posted at the entrance to the confined space. The space must be re-evaluated (and reclassified to permit required, if needed) whenever the use or configuration of the space changes in any way that might increase the hazard to entrants. All entrants must exit the space immediately when hazards are noted. RECLASSIFICATION IS NOT PERMISSIBLE FOR EXCAVATION ENTRY. 72.3 Duties of Personnel Each confined space being entered shall have a minimum of one (1) dedicated attendant and one other support person (who may have other duties) within sight or call. TUT O04 MGS/STTHOM-2.BPR//5-93/HS 12-2 12.3.1 Duties of Entrants • Know the hazards that may be faced during entry, including information on the mode, signs or symptoms, and consequences of the exposure. • Communicate with the attendant as necessary to enable the attendant to monitor entrant status and to enable the attendant to alert entrants of the need to evacuate the space. • Alert the attendant whenever: (1) The entrant recognizes any warning sign or symptom of exposure to a dangerous situation, or (2) The entrant detects a prohibited condition; and • Exit from the permit space as quickly as possible whenever: (1) An order to evacuate is given by the attendant or the entry supervisor, (2) The entrant recognizes any warning sign or symptom of exposure to a dangerous situation, (3) The entrant detects a prohibited condition, or (4) An evacuation alarm is activated. 12.3.2 Duties of A ttendants • Knows the hazards that may be faced during entry, including information on the mode, signs or symptoms, and consequences of the exposure. • Is aware of possible behavioral effects of hazard exposure in authorized entrants. • Continuously maintains an accurate count of authorized entrants in the permit space and accurately identifies who is in the permit space by tagging the lifelines with the entrant's name, and recording the names of the entrants. • Remains outside the permit space during entry operations until relieved by another attendant. • Communicates with authorized entrants as necessary to monitor entrant status and to alert entrants of the need to evacuate the space. • Monitors activities inside and outside the space to determine if it is safe for entrants to remain in the space and orders the authorized entrants to evacuate the permit space immediately under any of the following conditions: (1) If the attendant detects a prohibited condition; (2) If the attendant detects the behavioral effects of hazard exposure in an authorized entrant; TUT OO4 ,-- /* Q MGs/srraoM-2.BPs//5-w/Hs 12-3 " 2-°^ U1 (3) If the attendant detects a situation outside the space that could endanger the authorized entrants, or (4) If the attendant cannot effectively and safely perform all his duties. • Summon rescue and other emergency services as soon as the attendant determines that authorized entrants may need assistance to escape from permit space hazards. • Takes the following actions when unauthorized persons approach or enter a permit space while entry is underway: (1) Warn the unauthorized persons that they must stay away from the permit space; (2) Advise the unauthorized persons that they must exit immediately if they have entered the permit space; and (3) Inform the authorized entrants and the entry supervisor if unauthorized persons have entered the permit space. • Performs non-entry rescues. • Performs no duties that might interfere with the attendant's primary duty to monitor and protect the authorized entrants. 12.3.3 Duties of Entry Supervisors • Knows the hazards that may be faced during entry, including information on the mode, signs or symptoms, and consequences of the exposure. • Verifies, by checking that the appropriate entries have been made on the permit, that all tests specified by the permit have been conducted and that all procedures and equipment specified by the permit are in place before endorsing the permit and allowing entry to begin. • Terminates the entry and cancels the permit as required. • Removes unauthorized individuals who enter or who attempt to enter the permit space during entry operations. • Determines that entry operations remain consistent with terms of the entry permit and that acceptable entry conditions are maintained. • Documents on the entry permit any incidents or circumstances requiring review of the confined space entry program. Such incidents include: (1) Unauthorized entry; (2) The detection of a condition/hazard not authorized by the permit; (3) The occurrence of an injury or near-miss during entry; (4) A change in use or configuration of the space; or (5) Employee complaints about the program. TUT 004 . ,_ _ MGS/STTHOM-2.BPR//5-93/HS 12-4 -lOSO E> I • Prescribes procedures for coordination of entry when personnel from multiple employers will work simultaneously. IT subcontractors shall follow IT procedures. 72.4 Procedures for Permit Space Entry 12.4.1 Acceptable Entry Conditions The conditions for entry into each space are as follows: SPECIFY CONDITIONS FOR EACH SPACE. AIRBORNE CONTAMINANT ENTRY CONDITIONS AND ACTION LEVELS Parameter Reading Action/Level of Protection Total Hydrocarbons <5 parts per million (ppm) 5 to 25 ppm J>.25 ppm Normal operations, Level D Stop work; upgrade to Level C, investigate cause of reading Stop work; evacuate confined space and upgrade to Level B; investigate cause of reading Flammable Vapors (LEL) <10%LEL > 10% LEL Normal operations Stop work, evacuate confined space; ventilate area; investigate source of vapors__________ Oxygen >20%, <23.5% <20%, >23.5% Normal operations Stop work, evacuate confined space, ventilate, re-sample 12.4.2 Isolation Requirements The confined space must be isolated to prevent the introduction of contaminants during entry. Isolation must include disconnecting or installing slip blanks into all lines leading to the space. MGS/STTHOM-2.BFR//S-93/HS 12-5 TUT 004 To prevent injury from physical hazards within the space, lockout, tagout, tryout and return to service procedures (FT Pro HS31S) must be implemented for potential sources of hazardous energy. When isolation is not practical or possible (as in sewer entry) entry conditions must be continuously monitored. ISOLATION IS NOT PRACTICAL SO CONTINUOUS AIR MONITORING WILL BE NECESSARY FOR CONFINED SPACE ENTRY. 12.4.3 Atmospheric Hazard Control Atmospheric hazards must be eliminated or controlled to meet the requirements specified in section X.4.1. If necessary the space shall be purged or inerted, then ventilated to the extent necessary to meet the criteria in section X.4.1. Ventilation equipment may be needed to maintain these conditions. VENTILATION EQUIPMENT SHALL BE USED TO ENSURE REDUCTION OF POTENTIAL FLAMMABLE VAPORS AND THAT SUFFICIENT OXYGEN WILL BE PRESENT. 72.4.4 Inspecting and Testing Procedures 12.4.4.1 Testing Equipment The following equipment shall be available for testing each confined space: • HNU Model PI-101 photoionization detector (PID), or equivalent • MSA combustible gas and oxygen indicator, or equivalent All equipment shall be maintained in such quantity and condition, per manufacturer recommendations, to adequately monitor and assess all confined space entries. 12.4.4.2 Testing Procedures Procedures for inspecting, monitoring and testing the confined space to verify that acceptable conditions exist prior to and throughout the entry operation are as follows: TUT °04 2060 MGS/STTHOM-2.EPR//5-93/HS 12~6 Permit required confined spaces shall be tested no less often than every hour during entry and whenever operations or conditions change. • For confined spaces that cannot be completely isolated (i.e., sewers), continuous testing with real-time direct reading instruments shall be required. • Priority for atmospheric hazard testing shall be oxygen, combustible gases, then toxic gases. TESTING WILL BE CONDUCTED CONTINUOUSLY DURING EXCAVATION ENTRY FOR OXYGEN CONTENT, FLAMMABILITY, AND TOXICrrY. 72.4.5 Communications Provisions for continuous communication between entrants and attendants may consist of the standard system of lifeline "tugs" below, so long as the attendants continuously hold the lifelines in their hands. If this is not practical or possible, portable air horns must be provided to all entrants and attendants. The same code for rope tugs will be used for air horn blasts: Lifeline "Tug" Signals or Air Horn Signals 1 Tug/Horn Blast = Are you OK? 2 Tugs/Horn Blast = Yes, I am OK. 3 Tugs/Horn Blast = Exit the confined space immediately. If the lifeline tug system or the air horn system are not feasible, powered communication equipment with the appropriate NEC rating shall be provided. COMMUNICATIONS SYSTEM WILL BE WRITTEN AND REVD2WED AT EACH TAILGATE SAFETY MEETING PRIOR TO EXCAVATION ENTRY. 12.4.6 Personal Protective Equipment (see Section 5.0 for PPE requirements) • Protective suits, boots, and gloves - including specifying the material of construction. • Face, head, and foot protection. TUT 004 MGS/STIHOM-2.BPR//S-93/HS 12-7 • Specify chest or parachute harness with approved lifelines at least 1/2-inch in diameter and 2,000 pounds test. (NOTE: Wristlets may be used only when a harness presents a greater hazard to the employee and wristlets are the safest, most effective alternative). All lifelines shall be secured to a mechanical device or fixed point outside the confined space. Mechanical devices shall be used for all vertical entry permit spaces greater than five (5) feet deep. • Respiratory protection. 72.4. 7 Other Required Equipment 12.4. 7. 1 Lighting Equipment Lighting and electrical shall be of the appropriate National Electrical Code (NEC) rating. Rating should be Class I, Division I unless the space specifically meets other rating requirements. 12.4. 7.2 Ingress and Egress Equipment Protective barriers to be used to protect entrants from external pedestrian, vehicle or equipment hazards. DETAIL EQUIPMENT - 12.4.7.3 Rescue Equipment All lifelines must be attached to a mechanical device or a fixed point outside the space such that a rescue can begin as soon as the rescuer becomes aware that a rescue is necessary. A mechanical device must be available to retrieve personnel from vertical type permit spaces more than 5 feet deep. DETAIL EQUIPMENT - 72.5 Permit System Before entry is authorized, the Entry Supervisor shall complete and sign an Entry Permit (Attachment 3) to document that all pre-entry requirements have been met and that acceptable entry conditions exist. The complete permit shall be posted at the primary entrance to the confined space. All Entry Permits are valid for a maximum of one (1) work shift, and shall be cancelled by the Entry Supervisor when the shift ends, confined space operations are complete, or MGS/STTHOM-2.BPR//5-93/HS 12-8 whenever a prohibited condition arises in or near the space. All confined spaces shall be securely closed or barricaded whenever the entry permit is cancelled. The IT Entry Permit (attached) must be completely executed and include all required information. 12.6 Emergency Procedures IT shall provide rescue services unless the client has a qualified rescue team in-plant which is available to IT and has been informed of the hazards of the confined space to be entered. 12.6.1 Client Provided Emergency Rescue Services When the client provides the emergency rescue services, the IT PM must verify that the emergency personnel have been informed of the potential hazards they may confront, and have had an opportunity to examine the space(s). The PM must also verify all necessary equipment is available, and MSDSs for potential contaminants are provided to the facility treating any injures/exposed entrants. 12.7 Training 12.7.1 General Prior to assignment to confined space entry work, all employees shall receive training in the hazards of confined spaces, work practices to control these hazards, and duties to be performed. Employee proficiency shall be established by testing and/or practical demonstration. The IT Training Department shall maintain training records to include employee name and signature, date of training, and signature of the trainer. 12.7.2 Requirements for Entrants, Attendants, Supervisors Basic training requirements for entrants and attendants shall include Hazards & Protection (or equivalent) and IT Confined Space Entry (CSE) update training if H&P was received prior to 4/1/93. Basic training for entry supervisors and personnel conducting atmospheric testing shall include Qualified Person (or equivalent) and IT CSE update training if QP was received before 4/1/93. ,„ n TUT OO4 MGS/STTHOM-2.BPR//5-93/HS 12-9 Equivalent training must be approved by the IT Training Department prior to assignment to entry duties. Personnel assigned to attendant duties shall be trained in non-entry rescue procedures. 12.7.2 Requirements for Emergency Rescue Personnel Personnel assigned to provide emergency entry and rescue services shall be trained annually in the proper use of personal protective and rescue equipment. Such training shall include a simulated rescue exercise at least once every 12 months. In addition, rescue personnel shall be trained in the hazards and proper work practices for handling blood or other potentially infectious materials, and comply with other IT procedure HS512 provisions. TUT 004 2^50 MGS/STmOM-2.BFR//S-93/HS 12-10 Approved by PROCEDURE Procedure No.* No. (subject) CONFINED SPACES LO PURPOSE AND SUMMARY Tins procedure describes the procedures for identifying and wonting winto confined spaca throughout IT and for complying wim OSHA regulations 29 CFR 1910.146. Additional requirements for special confined space applications can be found in the fioDowing procedures: HS301 • HS302 Confined Spaces, Leaded Piodnci Key provisions of tins procedure include ihe following: Mrnrifinatinn md posting of confined spaces it IT frdBfles. HASP requirements. Entry |*-.iiiiit i |p<)iiii |f >>|W7"* J lor confined spsce cntnes. onnon . Penonal protective equipment, indudmg fifefines and MSDS reojoiianents. Rescue sod emergency services and procedures. Oommnmcatian Duties of penoone raining luunumuiijj ifliuiuL id|umniGi sod attendant keepjng and '*4f ******?. progran review. 2.0 TABLE OF CONTENTS IJO 2.0 3.0 4.0 5.0 6.0 7JO 8.0 Puipose and Summaiy Table of Contents Responrioflity Matrix 3.1 Procedure Responslbfliiy 32 Action/Approval ^*T^*M^**titr Definitions Text 5.1 Scope and Applicability 52 Evaluate the Workplace 53 Non-Pennit Confined Spaces 5.4 Penntt-Reojnired finnnn^y y^ifft 5J Retention of Inspection and Test Logs Exception PR Refera TUT OO4 IT Corporation is a wholly owned submtery of bttsrnafttoral iMhnotogyCofpomnon Proc.dur.Na TECHNOLOGY Revision No. ________L CORPORATION Da|e_______04/29/93 Page___* of. 21 3J) RESFONSDILITY MATRIX 3.1 Procedure Responsibility. The Corporate Director, Health and Safety is responsible for the jfflpiatir* f*vinr*) *nA tn»lr»vnmnf* ttf «hfe ptr 32 Action/Approval Respooslbilitks. The RcapontiMtty Matrix is Attachment 1. 4.0 DEFINITIONS 4.1 AfffirtpMt tfffry CTmBf^""f tn^*T*« **^ owffliV'Bf thai must cxiift in a permit space IP entry so that employees involved wM» a pennit-^eqaiied confined space entry can safdy enter into and wo* within the space. 42 Attendant means an individual stationed outside one or more perarit spaces who mooitars the mtliorized entrants and who performs an attendant's dutift -assigned in the rr permit space program. 43 Authorised entrant means an employee who is authorized by IT to enter a permit space. i the absolute closure of a pipe, line, or duct by die fastening of a solid plate (such as a spectacle blind or a skfflet bund) that cnmplrtriy coven the bore and that is capable of withstanding the mnrimnrn pressure of me pox, line, or duct with no leakage beyond the plate. 4 J Confined apace means a space that: Is large enough and so ouufigured that an employee can bodily enter and perform iff'jtf1^ 432 HM KmilPKl nriMtrirteri nv^n. far *rfry «r «»rit (far sflos. storage bins, hoppen. vaults, pits, and excavations are spaces mat may flf CO^nTJI far na-ira-^tf See also ctefinfctao 421. 4.6 Doable blcck and bletd mean the dosiire tagging two m-fine valves and by opening and toddng or tagging a drain or vent valve in the line between the two closed valves. 4.7 Emergency means any occurrence (inr.lmfing any failure of haurd control or monhoring equipment) or event, internal or ** >»'T MH, to me permit qiace that could endangr- • • 4.8 Engntrnxnt means the iiiimixllitg and efiecnve capture of a person by a Uquid or finery divided (flowabie) solid substance that can be aipimed to cause deam by fining or phujgi^ the leauhaimy system or dm can exert enough force on the body to cane death by u i AI ^Budkkit juiiLgi"mn^i, or ciuiuing. TUT 004 ITConMn«1oniaawriolfrownedaubakliafy^ •*« ____ a*fc—.--:—•—— txltfb. -rsfflLT** np_ii_fV OB T nwwon racx CORPORATION Paot___3«r 21 4.9 E>try *"**"** the Bflhir by which a prrton paises uuimgh an opening into a j >ri in inequiied confioed space. Eimy includes ensninfWDik activities in that space and is oonsideied ID have occnned as soon as any pan of the canoe's body breaks the plane of an opening into the 4.10 Entry Fern* (Attachmem 3) iDeam the wiit» to allow and control entry into a pennit space and that contains die information specified in 4*1 Ol OttS 4.11 Entry Supenrisar means the penon (such as the supervisor; foreman, or oew chief) entry is r^y***^. for authorizing o4i/ and oveoeemg «u>j operations, and for ir enoy as repjnired by this section. 4 l^b HflHPDOm 9SD^tOfDDtiF& flBMOs* 9u 4iKflH08DDG^6 •DX lURr C3CD006 COluBOjrCd wD <*****'i *"*'^p»*^*«*««»» iiinniiiueut of ibQiij to felf-ieacue (that is* ffiscapc unaided freni a ^fc^-^^^J*, ^^K^L^k^\ ^^bM^^BV ^b^ ^k^^B^^^ IH^k^b^^ 4^H»^B^ ^»^K^ ^b^ ^^^^b^^b ^^f AI^^M |iriiiin spacej, uyuiy, or acuie iimni mn one or more 01 me 4.12.1 PhrmmaMt ps, vapor, or mJatmcaaeaiof IQperoent of to tower lamt(LEL); vision at a dtence of 5 feet (1J2 m) accnlttlcnmwnichthe 4.12>l Atmnajih«ric conceniratiou of any subuanee far which a doaeorapnoBsnBd milllatfai • KUaiOBBifllB OSHA. Ibreshoid Limit Vatoe, ILV. fiom ACCTH. and Rfrornrnmrted Any other uiimniieiic condition lhat is immediately dangerous ID lift or 4.13 Dot work permit means IT written """ifivmmiF to penbnn .hot opcntions (for rivetinf. wflrtliig. fiiinlm, bnnilnt> and lirjilug) fiapaMt of pvovidimj a somce of ignition. This is a sejianse docnment fiom the entry penniL . •- 4.14 TiiBixililrij Dauguuu to Life or Health (IDLH) moans any condition that poses an hnmedmie or delayed threat to life or mat would canse hievetafble adveiae ^***^i*' tlfcvn or mat would hveriae winl an mdhridnal's abfliQr to eacape unaided fiom a peonit space. 4.15 ln*rtfc»f meam Ae Oaftirrmrt* of the ^mnqiK^ to gas (such as nitrogen) to soch an extent that the leaunmg attnospbeie ta nonnombnsfiole. TUT 004 2.060 rr Corporation iaawhoiyownodaubaidiafy of tnternatk)naJ Technology Corporation DITEKIUnQMAL TECHNOLOGY' Revision No. ——————L CORPORATION on,______94/39193 Page___* of____» 4.16 Isolation ineans me process by which a petmfcap« piuecied against the rekaie of energy and material into the apace by neb meant ac blinking or nfindmg: ndsafignmg or lemoving aectionf of Hues, pipes, or ducts; a double block: and bleed system; lockout or tagout of an sourees of energy, mchirtmg bydnufic or dearie bloddng or dirtimifi ling p*1 • 4.17 Line braking means the inrrtkmal opening of a pipe, fine, or duct that is or has been carrying fl«»mi«M», corrosive, or Bode material, an men gas. or any fluid at a volume, pressure, or temperature capable of fjtutii^ likjuiy. 4.18 HlH>-jff"1|fr W^ntll tl1*"* fi»Mii* • rTTlflnrtl tplKT ftlSf flftff r^1* arjitm.n nr mljrt «y^p»^ yi •niMWjiiiM'ur hazards, have me pmeiiial ID ncnain any bazaid capiMe of canning death or 1O • u by volume. 4.20 OzygeD*cstt*icbcd atmosphere means an atmosphere ^•*"'"^g more than 23i} pereent oxygen by volume. 421 PermJt-lUquutd Confined Space (PROS) means a confined space that has one or more of the foOowing characteristics: 4.21.1 Cnrdsios or has a |KHPJillal ID nmtirin a huaidoos atmospbere! 4.21.2 Oomains a material that has the potential for engnttlng an enoant: Has an innnal coflflguialinii such that an f*1*"^ could be uapped or asphyxiated by mwanOy convogmg walls or by a floor which slopes dowuwaid and tapen to a smaller cnas-aectkac or JMttAV ^MMhJMtlMMjl MM^^MM^M - *- — — — j, - -lafc fc m — - - ,j QUIET iwGDCDizBO •Cuous mffGfy or oBauu oazaiu 422 Prohibited condmon means any condition m a pennti space that is not allowed by the pennit during me period when euuy is flatl 423 Rescue service means the personnel dfiignairrt to rescue employees from pennit spaces. 4.24 Retrieval system meant the equipment (mcradmg a retrieval Bt^, cheat or fun-body harness, wristlets, if appropriate, and a lifting device or anchor) used for nco<nny rescue of penons HOBB DCflttl 425 Testing means the pnxxss by which the hazards mat niayraofrootentiintiof apenntti are identified and evaluated. Testing indndet spedfying the tests mat are to be perfboned m the pennit space. TUT 004 TBCHNaOGY Revision No. CORPORATION D^_______04/29*3 Page___?of____2L 5.0 TEXT 5.1 Scope and Appucabffitr ThiS prOCedme «*•*•*"« **«* aatpilfaueatm ihr petfatiirfny mnrir in CUflfilied SPSOCS ttTOUnLmd IT OMIK>l"tV«V tpneHJealiy ineludiny CHnamerifln^ 5 J Evaluate the Workplace AH facilities or project locations owned or operated by IT Corporation (mtindmg joint ventures) shall be evaluated to identify the presence of pennit^eouiied confined spaces. AD snch spaces shall be posted with a sign bearing tnefoDowmfCTrimilar warning: "DANGER- -PERMrr-REQUIRED CONFINED SPACE. DO NOT ENTER". 53 Non-Permit Confined Spaces AH confined spaces shafl be initially consider Such spaces can be leclasiified as non-pennit confined spaces only under the fbUowmg ^•Mllihm. 53.1 Site-specific approval of an IT HS professional; 5*32 . • Au contaminants* •contammsted souSt and vessels v^^nif1'1^ vutAfuuMimitt have been removed; 5.3.3 «^D actDal or notential atoftosnbeoc hszatus luve been einninatBd* v/Bn testinc verification; OOl a^BQIDlQD ID ^D AH recognized hazanJ«.inchidingcngiilfinent, within ihe confined ipaceb«ve Tne confined space shafl be m-evataated (and irdtnffirri to penntt-required. If needed) whenever die use or configuration of die space changes fat anyway *k^ «•»£«•••> SMMOMAAM vW^ ti • nl i «MM, «B«A ^^^BMO^^ ATI ^•*_MB*M -*- -*• —— •- -•- - HHK Jimmy IDCICwBC HaC AlaUaUUv vv wfla? CDDVuB* «\U C^&U^BBa* •DaaU G3Dt vDC •W^M^ 4*v*«B%Atfl5Aftml«» Mill ••• •fjvcc BrTii"TTiiaiTrijr WDCD ^ 53.7 Tne cony uipeiviam shall make the certification that sD bazanb have been tSw. C^^^B T^^^^^l* t A ^^A^^^^.M^B* •DC ClaUV XnBalflut \ ADsaCOaOCeV 53J The Entry Penult (Attachment 3) shall be posted at the entrance to die 5.4 AH confined space entries sbaB be consideied peimiMtqaticdiintilAniteai the space meea me inyiiinimii m section 53. TUT 004 ZoSO IT Corporation is a wholly owned subsidiary of International lectmotogy Corporation TECHNOLOGY COBFOSATJDN Na_ Revision No. _ Date______ Page———*of. 04/29*3 5.4.1 Procedure and Practices for Permit Space Entry Prior to begnmins any confined space entry operation, a Health and Safety Plan (HASP) shall be developed and approved per IT Procedure HSQ52 reqataeaMatt. Tbe HASP must fry**^«"y address the foUowinf Specify acceptable enoy conditions. IT requires that combustibk vapns •**•** nrf fmcptd 10,0 pfiiTrt of die T** and oxygen levels be between 20-2^5 percent by vtiiuinft Appropnate toxic fas/vapor action levels shall also be estabfiahed (Level A or IDLH conditions pfOCCQDICsv y\>aji UQ ictmn ID swioc JOT potcttiu of bazaidoas enerfj at the specific project location (see also QH Ha tot Piuuednres and are hi the FRCS. the space for die control of •imoiplifric hazatos. whenever enoants space to verify that acceptable conditions exist prior to and throughout the entry operation. This oxhides: Specific atmospheric tests 10 be pcifuiiiif<l and ficcjuency of (NOTE: t^rwtHn^fl sptffi shall be tested as often as lo verily entrant safety, whenever operatauu or •lEs^BDCdDfWB CDsVI^BB Of DVDflUd tt*Bl*^*l4MB ^«w 1 ——--* •Vlk^UMBIl^ OiC*l« aVMl ^^^^^^^"^^* ^F^^jf ^m^^ Spedfic tesong rrjnrpmrnr required; For confined spaces that cannot be completely isolated ^^^^^^^^_ ^^M» \ ^^i^^^l^^BA^^B*^ ^^k^^2^&^ ^^JAB^ ^^^^1 A£^^^^ ^*^^h^^ ^^ •CWdS* CVCwMf GUaaVDHD^aap BCBfJ^BK ivU^U XCsBA*O^^IC QUQH ZC iiiiiiinnems shaD be repjnued; and W^t~*tt—, £-~ ..^ ,-j , t . - - -» -« -«- «-- ^^UBH^y flUB fl^HDDID^flBBlv ^BEE^D^l vBB^^DK ^^OBMM DB the material of cuusi luvikin. Face, head, and foot protection. Is^oves-hxindingipedficitionaf TUT 004 FT Corporation is a whoUy owned subsidiary of International "technology Corporation TECHNOLOGT CORPORATION NO. Revision Na _ 04/29/93 Page of Specify chat or dnte b with approved Hfettnesat meeting ANSI A10.14 lequlicmena. (NOTE: Wrisdetsmay be med only when « IT HSpnrfrffinm! finds dm abaneg JlZCUDCC ID t necbadcil device or fixed point outiidc die confined qwce. Mf rhmlril cmiftion device* nan be med for tH vefticd entry jrjiiill sptcet giejuei dan five (5) feet Mtterial Safety when gtuimoty protection, per IT procedure HS601. (MSDS) to be provided to the medical required to safely flluininaie die vodc and provide NOTE: Ugbting ad electrical Nitiooil Electrial Qpdf (NEQ I» DMrioD I vdeo flic spioc Rsting dmld be OOID iyrMy senriocSt proopflnrrty Control Plan (aee IT Procedure HSS12). The HASP: IT or another faWvc wfll provide dme aervicet and lest die cfient has a i a available to IT and bat been mfbnnrd of die hazaids of die CpOnfiiied space to be entered. nication Oiiinitiihii'4ili,jw eompment ID provide between enoana and attndana. This can be done nsinf dtestandafd ID ITog «AieyooOK7 2 Top m Y«, I am OK. 3 Tnp « Exit die confined aaoe immediately. TUT 004 n"Cofpor«lion is • wholly At. >EPOEATION Procedure No. Revision No. _ Date______ Page___*of. 9409193 21 offerees. »«tMi«iH h«ii<i are provided in Attachment 2. An alternative system would be to provide an entrants and attendants with an air powered hom. Substituting bora blasts tor tugs, equivalent ««f"«i« to me *****•«» "tug* «ign«ig would be standard. Any other or unootain signals require immediate exit ttia If mia is not practical or possible, powered communk with the appropriate NEC nuing shall be provided. Prescribe the number of attendants and other outside support tf^g ******" man hang • m....ju..m attendant and one other support penon (who of one 0) may nave other dries) wtthm sight or call > flfvft ffnfiffcc *rf Mtfvvffw)* flftvwtflfftfc *m1 Mifw Know the hazatds mat may be need during entry, including iuflniiiauon on me mode, signs or symptoms, and consequences of the exposure. y toenablefe ittmi» «^> ip^jfriy fnfimf iTatiiff Hffll tff m Akrt me \i) ine cnDant recognizes any warning sign or symptom of exposure to a ****^*"n*" TJ*v a* >n>i. or (2) The cniiaia deascu a proMbiteJ condition; and Exit from me pennit apace as quickly as possible whenever 0) An oroer to evacuate is given by the *"*"'**"' or the entry (Z) (9 (4) ox exnosmc to a The enoant deiecu anrohMtBd condnion, or An evacuation abmn is activated. TUT 004 2^0 So Know the htzaids that may be faced during entry, indndtog it a whc^ earned aufatiolafycJ Interns^ (33 TECHNOLOGY Revision No. ———————L CORPORATION Daw_______04/29/93 Page ___? of____?L mode, signs or symptoms, and Is aware of posifMc benavioral effects of hazard exposure in anthorned identify sndiorized entants accnntdy identifies who is in die ontsidf die peuuil space daring entry operations mtfl rebeved by snodier snendsm. rf widi snltinriTffd entxmts as neceuuy ID amt tn ftl^t^ avnffnntv ftf Monitou activities inside and outside die space to determine amlnBlird canants to evacuate die pennit space immediately under any of die following conditions: (1) If die attendant detects a pnUbited condition; (2) If die anmrtaK detects die behavioral effectt of :m diat could endanger die andnized entrants; or aiX 1DC aVBBlDiQflDt GlDDOt CiElfiCaWBi^r 8Du ttlCiiy 4iu DanBatcnbod' lescoe and other emergency services as soon as authorized Takes die following actions when unauthorized approach or enter a permit space whfie entry is (1) Want die unaathorixed persons diat diey most stay away from die i****"*? space* (2) Advise die iniaiMlaiileed persons diat diey most eadt a^Da^BCQIaBlBIjr O a^DC^T a)INP6 CDBBVBfl IDC 'DCs^aHwE and die anliiBiiro entrants and das rvisor tf Bnaufliuiiffd persons have' TUT 004 Brpnt space IT Corporation is a whoHy owned subsidiary of Intamanonal laehnotogy Corporatkx) TECHNOLOGY CORPORATION No. Revision No. _ Data ____• 04/2M3 Ptge. JPof. 2J *s pnmsry July to snd protect Duties of P^u. Knows me bizsids that may be raced during entry , mdndinf mnonation on the node, signs or symptoms, sod consequences of me exposure. Verifies* by «*«**'-n^ thst the appropriate on lies hive been made on the neonitf out au tests spectfieu by the permit ^M mfUt ^MWVMWMAV^ m •DO ctiuxncix specified by the pennit ne in place befiore endoning the ID mv Verifies thst lescne services are svaflable sod nut the mesns DOT SDflBOOQO^ HlB^ft B unthodzed mdhridnals who enter or who snempt the pennit spsce Jiitf'm entry opecstions* whenever responsibility for a pennit space cany operation is transfencd snd st intervils dJctsicd by the im^/uA sno '^-^jj^^^^f-t*j\jnnfH uiiiitin ULA spice, thst entiy ocfUmMi* irnmn consitiem wiih '*""* of me snd thst entry conditions ue nudntsjned. Docnments on me cnoy jTj|"U sny inrirtmts or ciicmiiBinfTt leomimf leview of the confined spsce entry (1) Unauthorized (2) Tne detection of a condlnaVhszsni not authorized by ynirrrnce of an injury or near-miss durinf entry; (4) A ftisnsjr in use or enn^f'****** of the spacer or (5) Pinployee flimflams JTH^II the program. 5A2 CHITS for ''"'""'""iHnTtt of entry when penoonel from mnlnple employen wfll IT snbcontrsctoa shsfl follow IT procedures. entry is TUT 004 2.0^0 e& Enny Pennit (A 3) to tbtt dl presently ""f "gpi|Mjiaa in IT Corporation is A wholly OMfnsd substdiwy of IntBmcbonftl wchnotoQy Corporation Procedure Na ____HS3flfl_ Revision No. _______L Da*_______04/29*3 Page __1! of————2L coodfcians exist. Hie completed permit shall be posted at die primary entrance to die confined Afl Enny Bombs are vaBd far a maxmmm of one (1) *oik shift, and shall be cancelled by the Entry Supervisor when die drift ends, oonfined space operations are complete, or whenever a prohibited condition arises in or near the space. AH confined spaces stall be aeandy dosed or barricaded •• ^^ Enoy Pennta most be rr™ri^"ly executed and incbjde ttie following IflflflKlfy iDC DCEDDlt SDBOC vD DC CDIBVBfl* Puipose of ttie entry! fliwl tftimt^wi i^t flft^B v^Bmvlt* hv i Aullmiiied aocmlinii by \ InenanieandtignatnieofttieEooy Supenfisor Tne name and "jt11*1""^ of die cuiicm Entry Supeivuur, Tne hazaids of die pemdt space to be entered; ————• *,M HaiBD VD Acceptable entry conditions; Time and results of periodic atmospheric tests wim die initials of the and nu and toripmentand commonicatia Any sdditionil ]iriiiiiu issued ID amnodze wodc fa die pennit space. jnftmnation regarding die location of each entrant stall be provided as described belon: TUT 004Zoffo rrCon^orationisawhoHyawnedsubsidjaryoflntBfnatkirwIlachnoio^ Procedure* No. No. _ CQRPOKAHOM Date_______(W29/93 Page___I? of____» entry stitDS of flu cotdots som DC JO_CICQ oo me Activity DaDy Log (FADL), with a new entry made whenever the COtFf flttDS Of HD CfltnK ! ttrefine fitting which is attached to a secure point 5.43 Training Prior to assignment •> confined qnce enny work, an employees receive taming in me hazaras of confined space*, work practices «o •mAa^BMMtal ——— -* J ,a| , m «*t * —— •^•* flBBlBt •DO iBBBBBM- ID DC pC proficiency abaD be ntiMithrrl by toting and/or practical flDu B^B^fJAmvDVBM flailB OK HUDulBM IDfl fixuiDDflv flj IDlC ric mining leojmrements ifaan mdnde: Hazank ft Protection or Hazards Protection T-imii*«i ft Site ffffff^lnh** ft O9fifinf<t Space IJpditt (or equhnkntX Note mat HAP done prior to April 1993 icojuiies Confined Space Update. i V ISO« and/Of P«y»«"gl OnAieriny Atntnanhf-rie I^CCBOO Cor comvisucflt /• igency enny and rescue services shall be trained •nnaDy in me proper me of personal protective snd fescue 1DCIDOC ft SODllUttDQ m addition, icacne pemnnd shaU be trained in me flDfl DVO^ICf ^VUKi DRftCIIOK mQf OBBflllDBC DlOOfl OP ctheipottiMiaDyinfectkMsinattrials white provkUngf^ or CPR« and comply wiln the othei lenmiements 01 IT Procedure HS512. AD rescue penoonel shaD have turning and certification far fiat-aid and CFR. TUT 004 2.060 IT Corporation ia a whoNy ownad subsidiary of International %chnotooy Corporation A^^AlMM fcijk nsMBK^t no. •-*>••• 21 5.6 Health art Safety Flan orientation and Tailgate Safety neednfs wffl ^.^ _-— _ .* DC a^BED 5.5 Retortion of Inspection A copy of an En^Pcamia sad otodouiiueiM related work permits. FADLs, etc.) shall be forwarded to the local or project HS Department. r«i«fiii»ii Space Entry Profram Review Ancmilly in Jiuuvyt Ihe HS prDxessionil space entry operations sbsU leview sO entrj aftl»«^^^^Mfl UUBJZBD program. After leview with itr mattf in the oonnned el* iBooninifiidBiuui f revision shall be forwarded to die Corporate HS ofDce ior leview by die QorpOEBe SafBQr * 6J) EXCEPTION PROVISIONS Variances to dds procedure (HS300) may be repjoested in accontanoe widi ds Procedure HS013 Titsllh and Safety Procedore Vi 7.0 CROSS &0 of IT HS013 Health and Safety Procedure Variance Safely Plans HS301 Confined Spsces, Marine HS3Q2 HS315 Control of Hazardous Energy Suuitet HS512 Bkwfcome Ptfhofcns HS601 Rffniisuiry Prmeciive Prograni ATTACHMENTS 1. ResponsUtty 2. HandSiinsls 3. Euuy Peiiult TUT OO4 IT Corporation is a whoHy owned subaid«yo(>fasfnationalTachnotogy Corporation INTERNATIONAL TECHNOLOGY CORPORATION ATTACHMENT 1 ^^^^I^^^^H| Identify and poat all PRCSa at IT fadliliea Develop HASP, including eatabttaking accept- able entry condition! Approve HASP prior to work: IflDLHorLevalA: Provide adequate auppliea of required equip- ment (e.g., reacve, air teating) at location Train adequate penonnel in eack category Retain training recorda Complete HASP requirementa for entry, executive entry permit, and teat/monitor Cancel entry permta Redaaaify PRCS aa non-permit-itquired Retain documeati Program review lilligJI^tWSlBC^^ MMMMMMRRMMRRRMRRMMMRMRMMMMMMRHRNNNNRMMRMM^^ 5.2 X X 5.4.1 X X 5.4.1 X X 5.4.1 X X x 5.4.1 X 5.4.3 X 5.4.3 X X 5.4.1 . X 5.4.2 X 53 X 5.5 X 5.6 X X X I M * J^ hi ^ O 31 P Zo Revision No. Dale Page___* I 0429/93 21 HAND SIGNALS ATTACHMENT 2 THE VERY NATURE OF OUR WORK REQUIRES THE USE OF PROTECTIVE CLOTHING THAT IN ITSELF MAY RESTRICT OUR ABILITY TO COMMUNICATE ORALLY. IN AS MUCH AS CERTAIN VTTAL COMMUNICATIONS ARE NECESSARY FOR A SAFE EFFICIENT OPERATION. A LIMITED NUMBER OF HAND SIGNALS HAVE BEEN DEVISED TO HELP RESOLVE THIS PROBLEM. SIGNALS COVERING TWO CATEGORIES. THOSE FOR PERSONAL SAFETY AND FOR OPERATIONAL USE WILL BE DISCUSSED. Personal Safety _| IMMEDIATE PERSONAL SAFETY PROBLEMS COULD MCLUDE BREATHING AIR SYSTEM MALFUNCTION. LIFELINES PROBLEMS AND GENERAL DISTRESS. THE FOLLOWING SIGNALS WILL BE USED FOR ALL IT EMPLOYEES • BREATHING AIR PROBLEMS ONE HAND HOLDING THROAT INDICATES A BREATHING AIR PROBLEM TUT OO4 BOTH HANDS HOLDING THROAT INDICATES A SERIOUS BREATHING AIR PROBLEM. SUCH AS NO AIR . VAPORS GETTING THROUGH, ET IT Corporation is a wholly owned subsidiary of International technology Corporation ES3 Procedure No. Revision No. _ CORPORATION Date_______04/29*3 Page__L«of____?' HAND SIGNALS (con't) • LIFE LINE TEST ONE TUG ON EITHER END OF A LIFE LINE MUST BE ANSWERED BY TWO TUGS. IF A TUG IS NOT ANSWERED IT INDICATES A FOULED L MAN MUST BE REMOVED AND LINE CLEARED. THREE TUGS , OR A STEADY PULL ON THE LINE INDICATES THAT THE MAN SHOULD LEAVE THE CONTAMINATED AREA. \ • GENERAL PROBLEM f BOTH HANDS RAISED ABOVE THE HEAD ARE INDICATIVE OF SOME TYPE OF PROBLEM WHICH MAY REQUIRES EXIT FROM THE AREA AND REMOVAL OF PROTECTIVE CLOTHING. ONCE THE SIGNAL IS RECEIVED AND UNDERSTOOD. THE PROBLEM CAN POSSIBLY BE FURTHER CLARIFIED BY POINTING TO AFFECTED AREA. TUT 004 ZoSO IT Corporation is a wholly owned subsidiary of International Technology Corporation COR SIGNALS (con't) Procedure No. Revision No.'.' Date_ Page. 04/29/93 l?of. 21 INDEX FINDER TWIRLING IN AN UPWARC MOTION WHILE OPEN PALM COVERS THE FINGER: OPEN SLOWLY INDEX FINDER TWIRLING IN A DOWNWAi MOTION WHILE OPEN PALM COVERS TH FINGER: CLOSE SLOWLY WHILE OPENING OR CLOSING VALVES, VENTS, ETC., THE FOLLOWING CAN BE USED: INDEX FINGER TWIRLING IN AN UPWARD MOTION: OPEN NORMALLY INDEX FINGER TWIRLING IN A DOWNWARD MOTION- CLOSE NORMALLY TUT 004 CORPORATION Procedure No. _ Revision No. Date Page __ *? of 04/29/93 Operational Safety HAND SIGNALS (con't) 1 HAND MADE INTO FIST WITH THUMB DOWN : CLOSE EMERGENCY 1 HAND MADE INTO FIST WITH THUMB UP: OPEN EMERGENCY CHECKING FOR MATERIAL IN A VESSEL WHILE IN PROTECTIVE CLOTHING CAN BE ANSWERED AS FOLLOWS: TWO HANDS CLASPED IN RST WITH THUMBS POINTING UP: VESSEL HAS MATERIAL IN IT. TUT OO4 2-oS"o IT Corporation is a wholly owned aubsidiary of International Technology Corporation DfTERHAnOMAL i£uiHQLO*ai CORPORATION 1 Procedure No. Revision No. _ Date. Page. 04/29/93 19 of. 21 HAND SIGNALS (con't) Operational Safety CHECKING FOR MATERIAL M A VESSEL WHILE IN PROTECTIVE CLOTHING CAN BE ANSWERED AS FOLLOWS: • UMPIRE SIGNALING RUNNER SAFE: VESSEL EMPTY TUT O04 2-050 IT Corporation is a wnotty owned subsidiary of Intsfnational lechnology Corporation PjTTEgKMTDKAL TECHNOLOGY CORPORATION 1 Procedure No. Revision No. _ Date____ Page__?0 of ____21 04/29/93 HAND SIGNALS (con't) SLASHING SIGNAL ACROSS THROAT: CLOSE DOWN WHATEVER YOU ARE DOING—STOP FIST IN PUMPING MOTION: CLOSE DOWN WHATEVER YOU ARE DOhMG—STOP TUT 004 IT Corporation a a wholly owned subsidiary of International Technology Corporation ENTRY PERMT OWED CONFINED SPACE (PRCS) Customer____________________ Location of Job ^•—. Describe Hazards of PRCS (Chemical, Physical) Job No* 'Address Identity of PRCS. Ctwmical Introduced Into Space Purposs This Permit Authorized m CHECKLIST tj. «• j i. Al grounding and bonding cables in place _M iMea^aaMiM (jll juia nni i iar am "n in • ill ainrl • 1 1* Bin •' ri n nnitla Ground Fault Circuit Indicator (GFQ) checked and funcborwig Afiiginrtion sources have been isolate functional Al safety harnesses and We bnes checked Al required PPE checked and in use All entrants are confined space trained All entrants are trained m the use* care* and hmitsbons of respirators and PPE Attendant trained in emergency procedures A«*a«M4MM*l*t 4v«M**ril M% fm^f^^ nni'ii mttiiMmm AuBnoencivi wnoa •• mcuc PVWCBOUBVS notifiad of this entry Venolation system in use and effective _Entiamisl can achieve a gas-tignt seal with reiprator Entrant!*) are not wearing contact lenses Appropriate warning signs have been posted and and ares f THE ANSWER TO ANY OF THE ABOVE QUESTIONS B NO. EWTW OTHER PERMfTS ISSUED FOR WORK W PRC& res nSNOTPERk & DOES HOT AfHY BTTED. fBtSOMM. fftOTECTlVf eOUfMBVT (Circle) EYE/FACE Safety Claim ExntEMrnEs Hard Hat Ctovee (Material I Hood* Boots (Material _____ ) WVOTW BODY SuttOavel .Materiel ) RESHRATORY SCBA MrUne Eejrees System Air PwMvino (Cartridge ) Powered Air PurtryiwQ (CanrUoe ) OTHER _ ^ Hemees t Ufeane dieat er ParacnMia RESCUE EQUVMFNT HratAJdnt SCBA Other (SneeHvl NOfMT RESCUE TEA|M aietiuctlwis to SunvMon Heecue Ufebie Tug' Sliyiali (Sea HASP) Other 0 IP TBTO4TA I£L AUTHORIZED ENTRANTS AUTHORIZED ATTENDANTS RESCUE PERSONNEL Diagram the confined «paca, indieata location of manway« and ventilator*. Indicate locationls) where tests conducted ) ( - Manway — - Ventilator X - Test Location ACCEPTABLE ENTRY CONDITIONS 1) Enry Pwmit Comptouly Rtod Out 2) Oxygan batwaan 20-23.5% 3) CombunUba Gaaas Batow 10% LEL 4) Parmittibte Lavals of Tone Gasas (List) 5) Other PRCS SAFE FOR ENTRY DATE/TIME / NAME ENTRY SUPERVISOR SIGNATURE CURRENT ENTRY SUPERVISOR (IF DIFFERENT) ENTRY PERMIT EXPIRES DATE/TIME ____/ . (No tonoer than 1 shift) ENTRY PERMIT CANCELLED DATE/TIME /____ SIGNATURE REASON (/) Wfoni Cofnplata Authorizad Coodrtkxu not mat Incident o DESCRIBE PROBLEMS DURING ENTRY AND RESOLUTION ina oo ftECLASSmCATION TO NON^ERMIT^EQUIRED CONFINED SPACE aaacriba hazard ramoval mattwda. without uaa of vantOation. _^_ TESTWO VERinCATION SHOWN AT TIME ___________ >ATEA1ME I ENTRY SUPERVISOR SIGNATURE ON TEST DATA CHART ABOVE. REVIEWED BY DATE ENTRY PERMTT •-REOUrRED COfsfWED SPACE (PRCS) Customer____________________ Location of Job _________________ Describe Hazards of PRCS (Chemical, Physical). Job No. Address Identity of PRCS alta iduced Into Space. Purpose This Permit Authorized _ CHEOOJST •klMjeWdS' f*r ttim r»j>nr>»ril» rf •MnQMi or oiBLUi siiedBO Al Qf4Mn0irb0 end bondsfiQ csbtes in piece ere explosion-proof Ground Faurt Circuit Indicator (GFCI) checked end functiorviQ AfliginitJon sources heve been isolate .- - ,. . ^ functionel AM safety hemesses end ife ines checked AHrequred PPE checked end in uee AH entrants era confined space trained Al emuiiis are trained in the me, care, end hrmtations of lUlMfllMB •no rrK Attendant trained in emergency procedures Attendentts) tfeined in rMcue procedufes ^ . _ . . — ^ j , . ^ t notified of this entry Venouuon system HI use and eilecbve Entiaiills) can achieve a gas-tight seal with respirator Al lasts have been completed and indicate thai entrance requirements have been met and ares F THiANSVyn TO ANY Of THE ABOVE QUESTIONS IS NO. DfTir OTHER PEBMfTS ISSUED FOR WORK M PRCS; OTHER HAZARD CONTROL PROCEDURES OR MSTRUCTIOft YES nsmiKRfc S: DOCS MOT AFflY II IU>. FBtSOMAl HtOTtCnVf fQlMHUBVT Idrctol EYE/FACE Chemical Ooootef CMAM ^^«-«J Ss^sfy Qteesei Hero Hat gloves materiel ____ I Hoods BvOtt (MMtfW I Sutt IL«vel . Meterlel ) BOTBATOrTY scaA Afe-Une Egren System Ak PorHvlna (CsftrUae > Pvmv^d A* rSsnfving (Certfldoe I fffin,,,..^ • • • | If^^K^ RESCUE EOUIfftlfJIT First Aid Kit SCSA Other rSaecMV) NO^T^B^T^ bisnuctfons to SuffMMn Keeoue CO**U*CATK>« t Iff^kkM ^TlBM* CliHl^b tCMA UIICV1 Ak Powered Horn Sonata ISM HASP) Other oino <J O h- £ TEST DATA v TOJDC LB. H6 Ceimftia AUTHORIZED ENTRANTS AUTHORIZED ATTENDANTS RESCUE PERSONNEL Diagram it* confined space, indicate location of manwavs and ventilators. Indicate location)*) where tests conducted. )( -Manwav • -Ventilator X - Test Location ACCEPTABLE ENTRY CONDITIONS 1) Enry Permit Completely Filed Out 2) Oxygen between 20-23.5% 3) Combustibe Gases Below 10% LEL 4) Permissible Levels of Toxic Gases (List) 5) Other PROS SAFE FOR ENTRY DATE/TIME / NAME ENTRY SUPERVISOR SIGNATURE CURRENT ENTRY SUPERVISOR (IF DIFFERENT) ENTRY PERMIT EXPIRES DATE/TIME ____/ (No longer than 1 shift) ENTRY PERMIT CANCELLED DATE/TIME / SIGNATURE REASON!/) k Worit Complete Authorized Conditions not met Incident DESCRIBE PROBLEMS DURING ENTRY AND RESOLUTION RECLASSmCATION TO NON-PERMIT-REQUIRED CONFINED SPACE Describe hazard removal methods, without use of ventilation. ___ ZJ H- TESTING VERIRCATION SHOWN AT TIME ___________ DATE/TIME /__ ENTRY SUPERVISOR SIGNATURE ON TEST DATA CHART ABOVE. REVIEWED BY DATE APPENDIX A SUBCONTRACTOR CERTIFICATION TUT OO4 MGS/STTHOM-2.BPR//S-93/HS SUBCONTRACTOR CERTIFICATION I, _________________as an agent of ________________________, do hereby certify that the following employees have successfully completed a 40-hour training course which complies with the provisions of 29 CFR 1910.120, and respiratory protection training which complies with 29 CFR 1910.134. Each employee has successfully completed a medical examination which complies with the above regulations. Individual copies of certification of successful completion of the required training and medical examinations are attached for each employee. Signature Date TUT OO4 MGS/STTOOM-2.BPR//5-93/HS APPENDIX B CHEMICAL INFORMATION MGS/STTHOM-2.BPRWS-93/HS TUT 004 £0^0 Material Safety Data Sheet From Genium's Reference Collection 1 145 Caulyn Street Schenectady, NY 12303-1836 USA _____ (518) 377-8855 Of MUM PUMJSMNO COUP. No. 313 PEROfljOROETHYLENE (Revision D) Issued: November 1978 Revised: August 1988 SECTION 1. MATERIAL IDENTIFICATION 26 Material Name: PERCHLOROETHYLENE Description (Origin/Uses): Used in commercial dry cleaning and metal-degreasing operations; used to a lesser extent in home products and in veterinary anthelmintics (wormmg). Other Designations: Ethylene Tetrachloride; Tetrachloroethylene; C2G4; CAS No. 0127-18-4 Manufacturer: Contact your supplier or distributor. Consult the latest edition of the CAemico/wee* Buyers' Guide (Genium ret. 73) for a list of suppliers. HM1S H 1 F 0 R 1 PPG* 'Secret. 8 NFPA R 1 I 3 S 2 K 0 SECTION 2. INGREDIENTS AND HAZARDS EXPOSURE LIMITS Perchloroethylene, CAS No. 0127-18-4 CalOO a c = c a \a OSHA PEL 8-Hr TV A: 100 ppm Ceiling: 200 ppm Maximum Peak above the Ceiling: 300 ppm for S ""• in any 3 Hn ACGIH TLVs, 1987-SS TLV-TWA: 50 ppm. 340 mg/m> TLV-STEL: 200 ppm. 1340 mg/m> Toxlctty Data* Human, Inhalation, TC^: 96 ppm/7 Hn •See N1OSH. KTECS (No. KX3850000). for additional data with refe i to reproductive, irritative, tumorigenic, and mutagenic effects. SECTION 3. PHYSICAL DATA Boiling Point: 250T(121*O SpeclHc Gravity (H,O * 1): 1.623 % Volatile by Volume: 100 Appearance and Odor: A clear, colorless liquid; ethereal odor. Water Sotablltty (%): Insoluble Molecular Weight: 166 Grams/Mole Vapor Presrare: 19 Torn at 7TF (2S*Q Vapor Density (Air « 1): 5.83 SECTION 4. FIRE AND EXPLOSION DATA LOWER I UPPER Flash Point and Method ^toignition Temperatur gi Air % by Volume Eitinguiahlng Media: *Pe oethykne does not bun. Use extinguishing ageua that will put out the surrounding fire. such as sumps. Unusual Fire or Explosion Hazards: Percbloroethylene vap« is heavier tlian air and it ccakcttmtow-lymg wells, and underground piping systems. Enter ttaese low-lying areas with appropriate cauikm. Special Flrc-flghtteg Prcfecdnres: Wear a self-contained breathing apparatus (SCBA) with a fun facepiece opertted in the pressure- demand or positive-pressure mode. Use cue in selecting safety equipment (see sect 5, Condrtnas to Avoid). SECTION S. REACTIVITY DATA Perchloroethylene is stable in closed containen during routine operations. It does not undergo hazardous polymerization. cb all cti olving perchkxoethylene and barium, beryllium, or lithium are reported Chemical Incompatibilities: Hazarda in Genium reference 84. page 491M-20B. Conditions to Avoid: Prevent ccfltact with incompatible chemicals. Avoid exposure to direct sunn^hL Monitor the stabUizerkvd in the perchloroethyiene product; get specifications torn your sitpplier forte props inhibitor kvels.Thu material fonnsbydrochkncic id ( the inhibiior level becomes too low. Do not mu perchloroethykne wtih caastk soda or potash. This material may degrade or attack rubber aod some plastics and coatings, so select protc AKh ar and han ugh perchl dling equipment carefully. thyle elf does not bun, it can be very hazardous in fires because of Hazardous Products of Decomposition: thennooxidativedegradatiCB at m^lemperiama 10 very toxic phostjene and «^^ Electric arcs and Derchloroethylene vapor may also produce these products of hazardous < TUT 004 No. 313 PERCHLOROETHYUENE 8/88 Perchlofoethylene is not listed as a carcinogen by the NTP, IARC, or OSHA. Summary of Risks: Perchloroemykne affects the central nervous system (CNS). i ndmatiaa.h< Ac, vertigo, light narcosis, dirrinm, unconsciontncsi, and even death. All of these can occur as the level and duration of exposure continues. Medical Conditions Aggravated by Long-Term Exposure: None reported. Target Organs: CNS, eyes, skin. Primary Entry: Inhalation, skin. Acute Effects: Irritation of the «*"". eyes, and upper respiratory tract (URT); CNS effects. Chronic Effects: None reported. FIRST AID Eyes: Immediately flush eyes, including under the eyelids, gently but thoroughly with plenty of running water for at least 15 minute*. Skin: Immediately wash the affected area with soap and water. Inhalation: Remove the exposed person to fresh air; restore and/or support his or her breathing as needed, Ingest ion: Never give anything by mouth to someone who is unconscious or convulsing. Do not induce vomiting. GET MEDICAL HELP (IN PLANT, PARAMEDIC, COMMUNITY) FOR ALL EXPOSURES. Seek prompt medical assistance for further treatment, observation, and support after first aid. Spill/Leak: M"*jfy f***^ p'*?"'!1!*!. p1™"1** wntilarirm md «ll tnnrrr* nf igmtvvH Cleanup peTSOUIiel protection against contact with and inhalation of vapor (see sect. 8). Contain large spills and collect waste or absorb it with an inert material such as sand, earth, orvenmcntite. Use nonsparkmg tools to place waste liquid or absorbent into closable containers for disposal. Keep waste out of sewers, watersheds, and waterways. Waste Disposal: Contact your supplier or a licensed contractor for detailed recommendations. Follow Federal, state, and local regulations, OSHA Designations Air Contaminant (29 CFR 1910. 1000 Subpart Z) EPA Designations (40 CFR 302.4) RCRA Hazardous Waste, No. U210 CERCLA Hazardous Substance, Reportable Quantity: 1 Ib (0.454 kg), per Clean Water Act (CWA), section 307 (a) and Resource Conservation and Recovery Act (RCRA), section 3001 ethylene soln «y Goggles: Always wear protective eyeglasses or chemical safely goggles. Where splashing of perchta a full face shield/splash guard. Follow OSHA eye- and face-protection regulations (29 CFR 1910.133). Respirator: Consult the NIOSH Pocket Guide to Chemical Hazards for general recommendations on respirator protection. Follow OSHA respirator regulations (29 CFR 1910.134). For emergency or nonroutine use (e.g, cleaning reactor vessels or storage tanks), wear an SCB A with i full facepiece operated in the pressure-demand or positive-pressure mode. Warning: Air-purifying respirators will nor protect workers in oxygen- deficient atmospheres. Other: Wear impervious gloves, boots, aprons, and gauntlets, etc, to prevent prolonged or repeated skin contact with perchloroethylene. Suggested material includes poryvmyl akohol, polyethylene, or neoprene. Leather shoes are also appropriate. Ventilation: Install and operate general and local ventilation systems that are powerful enough to maintain airborne levels of perchlo- rocmylene dust below the OSHA PEL standard cited in section 2. Safety Stations: Make eyewash stations, washing facilities, and safety showers available in areas of use and handling. Contaminated Equipment; Contact lenses pose a special hazard; soft lenses may absorb irritants and all lenses concentrate them. Do not wear contact lenses in any work area. Remove contaminated clothing and launder it before wearing it again; clean mis material from shoes and equipment. Comments: Practice good personal hygiene; always wash thoroughly after using this material A void transferring it from your hands to your mouth while eating, drinking, or smoking. Do m* eat, drink, or smoke in any work area. Avoid inhalmg percbloroethykne vapor. Select safety equipment carefully (see sect 5, Conditions to Avoid). Storage/Segregation: Stcnperchloroethylenem8cool,dry, well-ventilaled i ti Special Handling/Storage: Protect prevents moist air from entering the tank and allows for perchtaroeayfene vapor expansion and DOt ICCQXQOlCOdCd* AlmiliHVfn tt DOt FCCOUBUCQQCo lOf StOTHEG iSCllltlCS* from physical damage. Fit all holding tanks with an air-drying venting system that nction; airtight storage facilities an Transportation Data (49 CFR 172.101-2) DOT Shipping Name: Tefrachkneoylene DOT Label: None DOT ID No. UN1897 DOT Hazard Class: ORM-A *Harmfnl-Stow away from Foodstuffs (Materials of IMO Class 6.1, Packaging Group ED). References: 1,12,73.84-94.100,103. IMO Label: Saint Andrew's Cross (X)* IMO Class: 6.1 Prepared by PJ Igoe, BS Industrial Hygiene Review: DJ Wilson, OH Medical Review: MJ Hardies, MD TUT O04 Material Safety Data Sheet From Genium's Reference Collection Genium Publishing Corporation 1145 Catalyn Street Schenectady, NY 12303-1836 USA (518) 377-8855 _____ No. 312 TRICHLOROETHYLENE (Revision E) Issued: July 1979 Revised: August 1987 SECTION I. MATERIAL IDENTIFICATION MATERIAL NAME: TRICHLOROETHYLENE DESCRIPTION (Origin/UseO- Prepared from j>in-ielrachk>roethane by way of eliminating HO by boiling with lime. Used to manufacture organic chemicals, pharmaceutical!; in degrcasing and dry cleaning; and as a solvent for fats, waxes, rubbers, oils, paints, varnishes, ethers, and cellulose esters. OTHER DESIGNATIONS: Ethylene Trichloride; TCE; Trichloroeihene; l.U-Trichtoroeihylene; C2HCl3; NIOSH KTECS «KX4S50000; CAS W079-01-6 MANUFACTURER/SUPPLIER: Available from several suppliers, including: Dow Chemical USA, 2020 Dow Center. Midland, MI 48640; Telephone: (517) 636-1000; (800) 258-CHEM COMMENJS: Trichloroethylene is a toxic solvent and a suspected occupational carcinogen. HMIS H 2 F 1 R 1 PPE» • See sect. R 1 1 3 S 1 K 0 SECTION 2. INGREDIENTS AND HAZARDS HAZARD DATA Trichloroethylene, CAS *0079-<)l-6; NIOSH KTECS OKX4550000 100 H a a ACGIH Values 1987-88 TLV-TWA*: 50 ppm. 270 mg/m3 ' The TLV-TWA is set to control subjective complaints such as headache, fatigue, and irritability. '• The TLV-STEL is set to prevent incoordination and other beginning anesthetic effects from TCE. These levels should provide a wide margin of safety in preventing liver injury. '** The OSHA PEL is 300 ppm for 5 minutes in any 2 hours. _ _ _ __ _ j* VV*M* fc ' v it *ay ui • TLV-STEL": 200 ppm. 1080 mg/m3 OSHA PEL 1986— 8-HrTWA: 100 ppm Ceiling: 200 ppm NIOStTREL 1986 10-Hr TWA: 25 pom TOMCTTYDATA Human, Oral, : 7 g/k£ Ci „: 6900 Human. InhalauonTTCi „: 6900 ms/m (10 Min) ^ Human, Inhalation, TC^: 160 ppm/ Inhalation TOi*: 8 12 SECTION 3. PHYSICAL DATA Boiling Point... 188.6'F (8TQ Vapor Pressure ._ 58 Torr at 68T (20'Q Water Solubility _. Insoluble Vapor Density (Air - 1)... 4.53 Evaporation Rale ... Not Listed Specific Gravity ... 1.4649 at 68T (20*Q Melting Point... -120-64T (-84.8'Q Molecular Weight... 131.40 Grams/Mole Appearance and odor Colorless, nonflammable mobile liquid; sweetish odor like chloroform. COMMENTS: TCE is highly soluble in lipids. A high vapor pre vapors to f*nrKanvfl*|g **** areas. ire at: i tempi s provides the potential for TCE SECTION 4. FIRE AND EXPLOSION DATA LOWER UPPER Flash Point and Method Not Listed 770T (410'O Flanunability t J«»«TB hi Air % by Volume 8% 10.5% EXTINGUISHING MEDIA: TCE has no flash point in a conventional closed tester at room temperature, but it is moderately flammable at higher temperatures. Use dry •*^nr*t. carbon dioxide, alcohol foam, or other extinguishing agents suitable for the surrounding fire. OSHA Flammability Clan (29 CFR 1910.106): Not Regulated UNUSUAL FTRE/pyPLQSTQ ' During fire TCE emits highly toxic and irritating fumes, including SPECIAL FTEE-FIGHTING PROCEDURES: Wear a self-contained breathing apparatus with a hydrochloric acid aod phosgfte. full facepiece opened in a pressure-demand or another positive-pressure mode. At TCE vapor levels of 300-1000 ppm, fire fighters who lack the proper respiratory equipment may experience incoordination and impaired judgment. DOT Flammability Class (49 CFR 173.115): Not Regulated SECTION 5. REACTIVITY DATA Trichloroethylene is stable. Hazardous polymerization can occur under certain circumstances (see Conditions to Avoid and Comments, below). __ CHEMICAL INCQMPATfRfK JTTES include magnesium or aluminum powder. NaOH, KOH, or other strong •nr«ijt» materials. Reactions with alkaline i"*"*"!* may lead to the formaooa of dangerous explosive mixtures of chloroacetyienes. CONDITIONS TO AVQTD: When TCE is healed (as in the case with vapor degreasen) or exposed to sunlight, it requires extra kitrrmtin^ against oxidation, degradation, and polymerization. It is slowly decomposed by light when moist PRODUCTS OF HAZARDOUS DECOMPOSmON include hydrochloric acid and phosgene under certain conditions at elevated temperatures. COMMENTS: TCE is stable under normal handling and storage conditions, and hazardous polymerization is not expected to occur. However, failure of the stabilizer at elevated temperatures or other extreme conditions may allow polymerization to take place- TUT OO4 No. 312 8/87 TRICHLOROETHYLENE SECTION 6. HEALTH HAZARD INFORMATION Tnchioroethytene a listed as a carcinogen by the NTP, IARC, and OSHA. N1OSH recommends that tnchlctoethylene be treated as an l carcinogen. IARC carcinogenic results are animal suspect, animal positive, and human indefinite. SUMMARY OF RISKS: Moderate exposures to TCE cause symptoms similar to those of alcohol inebriation. Higher concentrations cause narcotic effect. Ventricular fibrillatioa has been cited as the cause of death following heavy exposures. TCE-induced hepato cellular carcinomas have been detected in mice dunng tests rcTKtunH by the National Cancer Institute iChem A. Eng Newt 54 [April 5, I976):4). Organ systems affected by overexposure to TCE are the central nervous system (euphoria, analgesia, anesuiesia), degeneration of the liver and kidneys, the lungs (tacbypnea), bean (arrhythmia) and skin (irritation, vescauoo, and paralysis of fingers when immersed in liquid TCE). Contact with the liquid defats the skin, causing topical dermatitis. Certain people appear to experience svnerpsuc effects from TCE exposure concomitant with exposure to caffeine, alcohol, and other drugs. When combined with alcohol intake, toxic effects are increased and may cause a red. blotchy facial and upper body r:-n commonly called "degreaser's flush." Other reported symptoms of TCE exposure include abnormal fatigue, headache, irritability, gastric d. iiurbances, and intolerance to alcohol. Toxic effects from testing of TCE on humans include hallucination, difiorted perception, somnolence (general depressed activity), and jaundice. TARGET ORGANS: Respiratory system, central nervous system, heart, liver, kidneys, and skin. PRIMARY ENTRY: Ingestion, inhalation, skin contact. ACUTE El-l-kL'lS: Headache, veitigo, visual disturbance, tremors, nausea, vomiting, dermatitis, dizziness, drowsiness, and irritation to the eyes, nose, and throat. CHRONIC EFFECTS: None Reported. MEDICAL CONDITIONS AGGRAVATED BY LONG-TERM EXPOSURE: Diseases of the liver, kidneys, lungs, and central nervous system. FIRST AID: EYE CONTACT: Immediately flush eyes, including under the eyelids, gently but thoroughly win plenty of running water for at least 15 minutes. Get medical help.* SKIN CONTACT: Wash thoroughly with soap and water. Remove and launder contaminated clothing before wearing it again; clean material from shoes and equipment -Get medical help.* INHALATION: Remove victim to fresh air, restore and/or support his breathing as needed. Do not give adrenalin to the victim. Get medical help.* INGESTION: Call a poison control center. Never give anything by mouth to someone who is unconscious or convulsing. A professional decision regarding whether or not to induce vomiting is required. Do not give adrenalin to the victim. Get medical help.* - :.T MEDICAL ASSISTANCE - IN PLANT, PARAMEDIC. COMMUNITY. Get prompt medical assisunce for further treatment, observation, ana support after first aid. COMMENTS: Workers' responses to TCE vary significantly because of many factors, including age, health status, nutrition, and intake of alcohol, caffeine, and medicines. Do not use these substances before, during, or after exposure to TCE. If a worker displays any of die symptoms of exposure to TCE, thoroughly investigate all the possible contributing factors to determine, if possible, how much the work environment Ic MS of TCE are responsible. ^^ SECTION 7. SPILL. LEAIC ANDDISPOSALPRQCEDURES SPI1 \j\f AK- Inform safety personnel of any tnchJoroethylene spill or teak and evacuate the area for large spills. Cleanup personnel must use respiratory and liquid contact protection. Adequate ventilation must be provided. Confine the spilled TCE to as small an area as possible. Do not allow it to run off to sewers or open waterways. Pick up spilled TCE with a vacuum cleaner or an absorbent such as venmculite. DISPOSAL: Consider reclamation, recycling, or destruction rather than disposal in a landfill. Trichloroethylene is designated as a hazardous substance by the EPA (40 CFR 116.4). Trichloroethylene is reported in the 1983 EPA TSCA Inventory. EPA Hazardous Waste Number (40 CFR 261.33): U22S EPA Reportable Quantity (40 CFR 1173): 1000 Ibs (454 kgs) Aquatic Toxicity Rating, TLm 96: Not Listed __ ___ __ ________________ SECTION 8. SPECIAL PROTECTION INFORMATION OOGGLJ-S/ Always wear protective eyeglasses or chemical safety goggles. Follow the eye and face protection guidelines of 29 CFR 1910.133. GLOVES: Wear impervious gloves, RESPIRATOR: Use a NIOSH-approved respirator per the NIOSH Guide to Chemical Hazards (Genium ref. 88) for the maximum-use concentrations and/or the exposure limits cited in section 2. Follow the respirator guidelines in 29 CFR 1910.134. Any detectable concentration of TCE requires an SCBA. full facepiece, and pressure-demand/positive-pressure modes. WARNING: Air-purifying respirators will noj protect workers from oxygen- deficient atmospheres. OTHER EQUIPMENT: Wear rubber boots, aprons, and other suitable body protection appropriate to the existing work environment. VENTILATION: Install and operate general and local exhaust ventilation systems of x>wer to n«intam airborne concentrations of TCE below the OSHA PEL standards cited in section 2. SAnnY sufficient ....__ ____ STATION §: Make eyewash stations, washing facilities, and safety showers available in areas of use and handling. Contact lenses pose a special hazard; soft lenses may absorb irritants, and all lenses concentrate them. OTHER SPECIAL MODIFICATIONS IN THE WORKPLACE: Because of the unresolved controversy about the carcinogenic sums of TCE, all existing personal protective equipment and engineering technology should be used to prevent any possibility of worker contact with this material COMMENTS: Practice good personal hygiene. Keep material off of your clothes and equipment. Avcid transfer of material from hands to mouth while eating, drinking, or smoking. Adhere to the sanitation requirements of 29 CFR 1910.141 and 29 CFR 1910.142. __ SECTION 9. SPECIAL PRECAUTIONS AND COMMENTS STORAGE SEGREGATION: Prevent TCE from coming mui contact with strong caustics such as NaOH; KOH; chemically active metal like Ba, Li, Na, Mg, Ti; and powdered aluminum or magnesium in acidic solutions. SPECIAL HANDLING/ STORAGE: Store this material in a cool, dry, well-ventilated area. Avoid elevated temperatures because products of toxic and corrosive decomposition from TCE may form. Monitor the level of any stabilizer component that may be added to the TCE (Consult the technical data from the supplier to determine the specifics of any added stabilizer.) If applicable, follow the supplier's recommendation concerning proper rotation of stock, shelf-life requirements, and levels of stabilizers. ENGINEERING CONTROLS IN THE WORKPLACE: Avoid collecting aluminum fines (very small particles) or chips in a TCE vapor degreaser. Monitor TCE stabilizer levels regularly. Only trained personnel should operate vapor degreasers. TRANSPORTATION DATA (per 49 CFR 172.101-2): DOT Hazard Class: ORM-A DOT ID No. UN1710 IMO Class: 6.1 IMO Label: St Andrew's Cross (X)* DOT Shipping Name: Trichloroethylene DOT Label: None * Harmful - Stow away from foodstuffs (IMO Label, Materials of Class 6.1 Packaging Group HO- References: 1-9, 12, 14, 21, 73, 87-94. PI Judgemeaa«loU>c«uiUbUitYofmfonrBlicmhennnforpurch«icripurDOiei Approvals T^C iVctT'f^c.o anneceBinlypufctiaKfinpoiinbiUtv. Therefore, although icaiooabtecue •——————————L^——————————- .___________ habeen ukenio the preparation of such iaformauoa. Cemum Publishing Corp. TnHiict Hviri<m»/C<>r>*« 0^%,^. / «tenfci»»«i!at^nialceii»repietem»o«aadai!uiBa»re«)^ 1IM1USI. Mjgiene/^attty /^Tj/^U, ///.//-/7 totheaccuncyorsuoabilityoisuchiafonTiaUoaroripphcationt '———————————————— ——i—n*f,rriiit •• _ intended purpnaorforcoaseouencetodu use. Medical _ „_._r__ Copyright © August 1, 1987 / Any unaac* nc or repradKOoa wvhnu <v p«N«ha-i penmvoB i Genlum Publishing Corporation 1145 Catalyn Street Schenectady, NY 12303-1836 USA (518) 377-8854 Material Safety Data Sheets Collection: Sheet No. 703 1,2-Dichloroethylene Issued: 4/90 Section L Material Identification 3: 1,2-Dlchloroethylene Description: An industrial solvent composed of 60% cis- md 40% trans-isomen. Both isomers, ca and Bans, are made by partial chlorination of acetylene. Used as a general solvent for organic materials, lacquers, dye extraction, thermoplastics, organic synthesis, and perfumes. The trans-isomer is more widely used in industry than either the cis-isomer or the mixture. Toxicity also varies between the two isomen. Other Designations: CAS No. 0540-594); CjAf^, acetylene dichloride; cis-l,2-diehloroethylene; jym-dicUoroethylene; n-anM,2-dichloroethylene, diofbnn. Manufacturer: Contact your supplier or distributor. Consult the latest Chanicatwtek Buyers' Guide™ for a suppliers list R I S K NFPA Section!. Ingredients and Occupational Exposure Limits 1,2-Dichloroethylene, ca 100% OSHAPEL 8-hr TWA: 790 mg/m1,200 ppm ACGIH TLV, 1989-90 TLV-TWA: 790 mg/mj, 200 ppm NIOSHREL.19S7 790 mg/m1.200 ppm Taxktty Data* Rat, oral, LDff: 770 mg/kg; toxic effects not yet reviewed Frog, inhalation, TC^: 117 mg/m1 inhaled for 1 hr affects the peripheral nerve and sensation (flaccid paralysis without sia); behavior (excitement); lungs, thorax, or respiration (respiratory depression) 1 See NKJSH, KTECS (KV936000Q), for addition*! taxicity data. Section 3. Physical Data Boiling Point: 119 T/48 *C Melting Point: -56 to -115 T/-49 to -82 'O Vapor Pressure: 180 to 264 torr at 68 T/20 *C Vapor Density (Air = 1): 3.4 Appearance and Odor: A colorless, low-boiling liquid with a pleasant odor. Molecular Weight: 96.95 g/mol Specific Gravity (H,O = 1 at 39 T/4 '0:127 at 77 *F/25 'C Water SotaMUty: Insoluble Section 4. Fire and Explosion Data Flash Point 37 'F/2.8 'C, CC AutotgnlUoa Temperature; 860 *F/460 *C LEL: 5.6% v/v UEL: 12A9, v/v Extinguishing Media: Use dry chemical, COr halon, water spray, or standard foam. Water nay be meffectiv used to blanket the fire. Unusual Fire or Ripkaimi Hazards: This material's vapors are a dangerous fire hazard and moderate explosion hazard when exposed to any beat or ignition source or oxidizer. Special Fb-e-nghtinf Procedures: Since fire may produce toxic fumes, wear a self contained breathing apparaou (SCB A) with a full facepiece operated in the pressure-demand or positive-pressure mode and a fully encapsulating suit Vapors may travel to heat or ignition sources and flast back. Stay upwind and oat of low areas. Be aware of runoff from fire control methods. Do not release to sewers or waterways. Section 5. Reactivity Data StabOity/Polynerizatk Hazardous polymerizatk : This material is stable at re i cannot occur. in closed < al storage and >""'""'e conditions. Chemical Incompatibilitlea: This material is i pofluorite. When in contact with copper or copper alloys or by re npatible with alkalies, nitrogen tenaoxide, difluoromemylene, strong oxidizers, and dfljy- i hydroxide, explosive chJoroacetytene may be released. iddc i of vapor that could flash back loan ignitx CoMUtJoM to Avoid: Addition of hot liquid to cold U-dichloroethylene may cause source, Hazardoua Products of DeeoBapoatttoa: Thermal oxidative decomposition oH,2-dichlc«oethyleDe can produce highly toxk (0-). TUT 004 No. 703 U-Dichtorotfhykne 490 Section 6. Health Hazard Data Carclnogemcity: Neither toe NTr, 1AKC, nor USHA am i,2-aicnkxoemylene it a carcinogen. Summary at Risks: 1,2-KcUoroethylene's most important effect is in initilxn of the oentFtlnerraos system (CNS)indii«caas. This oaienal i. tnrir Ky mh«|atfr« ttiflMtiftn, «nrf Orm r/mtact It i« »l«n injuring to thf eyet Thg MnfcJanmer at yMft jym g«i«e« MUM*, v«tij» ««d burning of the eyes. The trms-isomer is twice is polentas the cis-isomer. If renal effects occur, they are transient. Medical Condltiosa Aggravated by Loot-Term Exposure; None reported. Target Organs: Central nervous system, eyes, respiratory system. Primary Entry RoMec T«h«i«tii»y mgestion. skin and eye contact Acute Effects: Inhalation of 1,2-dichtoroethylene causes narcosis, respiratory tract irritation, nausea, vomiting, tremor, weakness, central nervous depression, and epigastric (the abdomen's upper midregiOD) cramps. Contact with the liquid causes eye and skin (on prolonged contact) irritation. Ingestion causes slight depression to deep narcosis. Chronic Effects: None reported. FIRST AID Eyes: Flush immediately, including under the eyelids, gently but thoroughly wife flooding amounts of running water for at least IS rnin. Skin: Quickly remove contaminated clothing. After rinsing affected skin with flooding amounts of water, wash it with soap and water. Inhalation: Remove exposed person to fresh air and support breathing as needed. Have trained personnel «^tnmi«n»r 100% oxygen, preferably with hunndification. Ingestion: Never give anything by mouth to an unconscious or convulsing person. If ingested, have a COUCUNU person drink 1 to 2 glasses of water, then induce repeated vomiting until vomit is clear. After first aid, get appropriate m-pUat, paramedic, or community medical support Physician's Note: Intravenous injections of calcium gluconaie may relieve cramps and vomiting. Treat central nervous system effects sympto- matically. Section 7. Spill, Leak, and Disposal Procedures Spill/Leak: Design aid practice a 13-dicUeroetkylene spill control and cowtenneasure plan (SCCP). Notify safely personnel, remove all heat and ignition sources, evacuate hazard area, and provide adequate ventilation. Cleanup personnel should protect against vapor inhalation and skin or eye contact Absorb small spills on paper towels. After evaporating the l^-suchk(V)ethyleaefiom these paper towels ma fume hood, burn the paper in a suitable location away from combustible material. Collect and atomize large quantities in a suitable combustion chamber equipped with an appropriate effluent gas cleaning device. Follow applicable OSHA regulations (29 CFR 1910.120). Disposal: Contact your supplier or a licensed contractor for detailed recommendations. Follow applicable Federal, state, and local regulations. EPA Designations Listed as a RCRA Hazardous Waste (40 CFR 26133) Listed as a CERCLA Hazardous Substance* (40 CFR 30X4). Reportable Quantity (RQ): 100 Ib (45.4 kg) [• per RCRA. Sec. 3001, per Clean Water Act, Sec. 307(a)]t SARA Extremely Hazardous Substance (40 CFR 355): Not listed Listed as a SARA Toxic Chemical (40 CFR 372^5) OSHA Designations Listed as an Air Contaminant (29 CFR 1910.1000. Table Z-l) t Lined at 1,2-Miwdicfalcraaiyleat. Section 8. Special Protection Data Goggles: Wear protective eyeglasses or chemical safely goggles, per OSHA eye- and face-protection regulations (29 CFR 1910.133). Respirmtor: Follow OSHA respirator regulations (29 CFR 1910.134) and, if necessary, wear a fflOSH-approved respirator. For emergency or nonroutiae operations (cleaning spills, reactor vessels, or storage tanks), wear an SCBA. Waramg; Air-purifying respirsjoo do iiofpiote^ Other: wear nupeiviotis gloves, boots, apious, and gannrtfft to prevent prolonged or repeated skin contact. 1,2-dkchkxoethylene attacks some forms of plastics, rubber, and coatings. Ventilation: Provide general and local explosion-proof ventilation systems to maintain airbonKcoiKentntions below the OSHA PEL and ACGIH TLV (Sec. 2). Local exhaust ventilation is pref ened since it prevents owtaminant dispersion mlo the work area by controlling it at its source.*10" Safety Stations: Make available in the work area emergency eyewash stations, safety/quick-drench showers, and washing facilities. Contaminated Equipment: Never wear contact lenses in the wo* area: soft lenses may absorb, and aU lenses concentrate, initants. Remove this material from your shoes and equipment Launder contamhiatBd ctolhmg before wearing. Never eat, drink, or smoke in wwk areas. Practice good personal hygiene after using this material, especially before eating, d^mking. smoking, "ring me tpucl. orapplymg cosmetics* : P t e s a i i < E R i a i 8 : i i ^ _ _ _ _ and 0 Storage Raqniranc*t8: Store in tightly closed containers in a cool, well-ventilated area away fam aU mcompatible materials (Sec. 5) i oxidizing materials. Outside or detached storage is prefened. If stored inside, pla<xcontatnenm a standatdflainDMbie liquids storage room. Protect containers from physical damage. EngmeeringOiBlroto Avoid vapor mhalatira and gear. Institute a napirmtory protection program that i«hvl«rlg training rn.^^.!!^, nttpgrrina, «ivt>««hi«tv»i 1,3-diehlnmelhyleaeiaa dangerous fire hazard. All engineering systems shooM be of maximum exptosion-proof design and electrically grounded and bonded. PiovtAs preplacement questionnaires which emphasize detecting a history of chronic respiratory disease. Transportation Date (49 CFR 172JOL .101); Not fasted O o H- H- MSDS CeOtcOo* References: 7,26,38,73, S4,85.87,88,100,101.103,109.126.127.136.137 Prepared by: MJAllison,BS;lBdit8trisJHTgiCTe Review; M GopffitMeiMOkrOakMNMttkfCa APPENDIX C EXCAVATION TRENCHING MGS/STTHOM-2.BPR//5-93/HS TUT 004 HS307 Procedure No.. Revision No. ———0— r>qto June 8. 1990 PROCEDURE (subject) Excavation and Trenching 1.0 Purpose and Summary This procedure presents the federal requirements for excavation safety. Excavation operations pose unique and serious hazards. With very few exceptions, protective systems must be designed and installed to protect employees who enter excavations of 5 feet or more in depth. Accepted protective systems include; sloping, shoring and shielding. The protective system must be designed by a registered professional engineer (civil), and plans must be available for Inspections on-site. In addition to these federal requirements, some states (California) and localities may require notification of trenching/excavation operations prior to beginning work. Index words: trench, excavation, sloping, shoring, shielding TUT 004 IT Corporation is a whoDy owned subsidiary of International Technology Corporation Procedure No. HS307 Revision No. 0 Date June 8, 1990 2.0 Table of Contents Section Page 1.0 Purpose and Summary 1 2.0 Table of Contents 2 3.0 Responsibility Matrix 3 3.1 Procedure Responsibility 3 3.2 Action/Approval Responsibilities 3 4.0 Definitions 3 5.0 Text 5 5.1 Pre-Excavation Requirements 5 5.1.1 Underground Installation 5 5.1.2 Surface Encumbrances 5 5.1.3 Training 5 5.1.4 Hazard Assessment 6 5.2 Excavation Work Practices 6 5.2.1 General 6 5.2.2 Supervision 6 5.2.3 Access and Egress 6 5.2.4 Protective Systems 7 5.2.5 Placement of Spoil 7 5.2.6 Exposure to Falling Loads 7 5.2.7 Warning System for Mobil Equipment 7 5.2.8 Hazardous Atmospheres 7 5.2.9 Water Accumulation Hazards 8 5.2.10 Stability of Adjacent Structures 8 5.2.11 Protection of Employees from Loose Rock or Soil 9 5.2.12 Inspections 9 5.2.13 Fall Protection 9 5.3 Requirements for Protective Systems 9 5.3.1 Protection for Employees in Excavations 9 6.0 Exception Provisions 10 7.0 Cross References 10 8.0 Forms and Checklists 10 Form HS307.1, Trench/Excavation Notification Worksheet 11 Attachments: 1) Selection of Protective Systems for Excavations 20 Feet or Less in Depth 12 2) Sloping Options 13 3) Shoring or Shielding Options 14 4) Responsibility Matrix 15 5) 29CFR1926 Subpart P - Excavations 16 6) Form HS307.2, Excavation and Trenching Notification Log 49 004 Procedure No. HS307 Revision N6. 0 Date June 8, 1990 3.0 Responsibility Matrix 3.1 Procedure Responsibility The Corporate Director, Health and Safety, is responsible for the issuance, revision, and maintenance of this procedure. 3.2 Action/Approval Responsibilities The Responsibility Matrix can be found as Attachment 4 in section 8.0. 4.0 Definitions A. Accepted Engineering Requirements; Those requirements or practices which are compatible with standards required by a registered professional engineer. B. Angle of Repose; The greatest angle above the horizontal plane at which a material will lie without sliding. C. Benching; Means a method of protecting employees from cave-ins bjf excavating the sides of an excavation to form one or a series of horizontal levels or steps, usually with vertical or near-vertical surfaces between levels. D. Competent Person (Federal OSHA, 29 CFR 1926.32(f)): A person, such as a supervisor or engineer, who is capable of identifying existing and predictable hazards in the surroundings or working conditions which are unsanitary, hazardous or dangerous to employees and who has the authority to take prompt corrective measures to eliminate them. Nomenclature for responsibilities equivalent to a competent person varies from state to state. For example, in California, the individual with excavation/trenching installation and supervision responsibilities is a "qualified person". E. Confined Space; Enclosure having limited means for entry and exit, by reason of location, size, or numbers of openings; and unfavorable natural ventilation that could contain or produce dangerous air contaminants, flammable atmospheres, and/or oxygen deficiency. F. Design Engineer; An individual, currently registered as a civil engineer in the applicable state, who, in all other respects, meets the requirements of a pertinent State OSHA Program, or Federal OSHA in terms of his or her ability to design shoring, sloping, benching, or alternate trench/excavation systems. G. Excavation; Any man-made cut, cavity, trench, or depression in an earth surface, including its sides, walls, or faces, formed by earth removal. TUT Procedure No. HS307 Revision No. 0 Date June 8, 1990 H. Project Manager; An individual who is responsible to coordinate and direct the activities of both the Design Engineer and Project Supervisor. The Project Manager is responsible to assure that all pre-excavation requirements are met: site preparation, health and safety office notification, OSHA and/or IT internal project permitting, and employee training. I. Project Supervisor: A person, such as a supervisor or engineer, who is familiar with the installation of shoring or sloping/benching systems and the attendant hazards of excavation or trenching operations. Project supervisors shall meet the particular requirements of State OSHA programs, or where applicable, the requirements of a Federal OSHA competent person. Project Supervisors shall assure that excavation/trenching work practices are properly followed. J. Sheeting: Means the members of a shoring system that retain the earth in position and in turn are supported by other members of the shoring system. K. Shield; Means a structure that is able to withstand the forces imposed on it by a cave-in and thereby protect employees within the structure. Shields can be permanent structures or can be designed to be portable and moved along as work progresses. Shields may be pre-manufactured or job-built in accordance with 1926.652(c)(3) or (c)(4). Shields used in trenches are usually referred to as "trench boxes" or "trench shields". L. Shoring; Means a structure such as a metal hydraulic, mechanical or timber shoring system that supports the sides of an excavation and which is designed to prevent cave-ins. M. Sloping; Means a method of protecting employees from case-ins by excavating to form sides of an excavation that are inclined away from the excavation so as to prevent cave-ins. The angle of incline required to prevent a cave-in varies with differences in such factors as the soil type, environmental conditions of exposure, and application of surcharge loads. N. Spoi 1: The earth material that is removed in the formation of an excavation, or trench. 0. Support System; Means a structure such as underpinning, bracing, or shoring, which provides support to an adjacent structure, underground installation, or the sides of an excavation. P. Tabulated Data; Means tables and charts approved by a registered professional engineer and used to design and construct a protective system. Q. Trench; An excavation made below the surface of the ground. In general, the depth is greater than the width at the bottom, but the width of a trench at the bottom is not greater than 15 feet. TUT 004 Procedure No. HS307 Revision No. 0 Date June 8, 1990 5.0 Text 5.1 Pre-Excavation Requirements 5.1.1 Underground Installations Prior to opening an excavation, the estimated location of utility installations such as sewer, telephone, fuel, electric, water lines, or any underground installations that may reasonably be expected to be encountered during the excavation work shall be determined. Utility companies or owners shall be contacted within established or customary local response times, advised of the proposed work, and asked to establish the location of the utility underground installations. When utility companies or owners cannot respond to a request within 24 hours - excluding weekends and holidays - (or longer if required by state or local law), or if the exact location of installations cannot be established, excavation may proceed with caution, provided detection equipment or other means to locate utility installations are used. 5.1.2 Surface Encumbrances All surface encumbrances (trees, poles, boulders, etc.) that are located so as to create a hazard to employees shall be removed or supported, as necessary, to safeguard employees. 5.1.3 Training Employees shall not be assigned, or permitted, to design, supervise, or work in or about excavations until they have completed formal classroom training to include: - types of hazards associated with excavation operations, - safe work practices and techniques, - a review of applicable Federal, state and local regulations, and - a review of this procedure. All personnel subject to this procedure shall be periodically retrained in the above subject areas. Proof of training and retraining shall be documented in writing. Training records shall be maintained by the Corporate Training Manager (Ref. ITC PRO HS050). Tailgate Safety Meetings detailing the specific hazards of the work to be performed and safety precautions and procedures specific for the job shall be conducted by the project supervisor at the beginning of each shift for each job. The meeting shall be documented on the Tailgate Safety Meeting Form (Form HS051-1). Formal training shall be complemented with on-the-job training and instruction by management as part of standard employee supervision, and to the extent necessary to assure compliance with this procedure, and all other applicable health and safety practices. TUT OO4 Procedure No. HS307 Revision N6. 0 Date June 8, 1990 5.1.4 Hazard Assessment During the project planning stage, an assessment of potential hazards shall be made to include: - the presence and quantity of hazardous substances in the area of the excavation; - the toxicity and flammability of hazardous substances present, or to be introduced into, the area of the excavation; - the potential for work meeting the definition of confined space work (ref. ITC PRO HS300); - the presence of nearby above-ground or overhead utility installations; - the exposure of the general public to the excavation operations; and - the potential for surface water runoff into the excavation. At this time, Form HS307-1, IT Trench/Excavation Project Notification Worksheet is to be completed. 5.2 Excavation Work Practices 5.2.1 General Each employee in an excavation shall be protected from cave-ins by an adequate protective system designed in accordance with 29CFR1926.652. The project supervisor shall ensure that the required protective system is installed and maintained per the design specifications. No employees shall be permitted to enter the excavation unless they are specifically required to do so. Unauthorized persons shall not be allowed access. 5.2.2 Supervision Work in an excavation shall at all times be supervised by an IT project supervisor. This individual will remain outside of the excavation at all tines, and will be responsible for Identifying any unusual developments above ground which may warn of impending earth movement. 5.2.3 Access and Egress Structural ramps that are used solely by employees as a means of access or egress from excavations shall be designed by a competent person. Structural ramps used for access or egress of equipment shall be designed by a competent person qualified in structural design, and shall be constructed in accordance with the design. Ramp design and construction shall comply with 29CFR1926.651(c). TUT Procedure No. HS307 Revision No. 0 Date June 8, 1990 A stairway, ladder, ramp or other safe means of egress shall be located in trench excavations that are 4 more feet in depth so as to require no more than 25 feet of lateral travel for employees. 5.2.4 Protective Systems Protective systems designed in accordance with 29CFR1926.652(b) or (c) shall be installed except when: 1) the excavation is made entirely in stable rock; or 2) the excavation is less than 5 feet in depth, and examination of the ground by a competent person provides no indication of a potential cave-in. Protective systems shall have the capacity to resist without failure all loads that are intended or could reasonably be expected to be applied or transmitted to the system. (See Attachments 1, 2 and 3). 5.2.5 Placement of Spoil All spoil shall be place'd at least 2 feet from the edge of the excavation. It is strongly recommended that spoil be placed 4 or more feet from the excavation edge so as not to cover surface indicators of subsidence (such as fissures or cracks). No method that disturbs the soil in place (such as driving stakes) shall be used to contain the spoil material. 5.2.6 Exposure to Falling Loads No employees shall be permitted underneath loads handled by lifting or digging equipment. Employees shall be required to stand away from any vehicle being loaded or unloaded to avoid being struck by any spillage or falling materials. Operators may remain in the cabs of vehicles being loaded or unloaded provided the vehicles are equipped with protection as specified in 29CFR1926.601(b)(6). 5.2.7 Warning System for Mobil Equipment When mobil equipment is operated adjacent to an excavation, and the operator does not have a clear and direct view of the edge of the excavation, a warning system shall be utilized such as barricades, hand or mechanical signals, or stop logs. 5.2.8 Hazardous Atmospheres Where an oxygen deficient (less that 20.5X 02) or hazardous atmosphere exists, or could reasonably be expected to exist, the excavation shall be tested before employees enter. Adequate precautions shall be taken to prevent employee exposure to oxygen deficient or hazardous atmospheres. As appropriate, ventilation and/or respiratory protective devices shall be used. TUT Procedure No. HS307 Revision No. 0 Date June 8, 1990 Adequate precautions, including ventilation, shall be taken to prevent employee exposure to atmospheres containing a concentration of flammable gas in excess of 10 percent of the lower explosive limit (LEL) of the gas. Testing shall be conducted as often as necessary to ensure that the atmosphere remains safe. See also ITC PRO HS300, for additional requirements for confined space work. 5.2.9 Water Accumulation Hazards Employees shall not work in excavations in which there is accumulated water, or in excavations in which water is accumulating, unless adequate precautions have been taken to protect employees against the hazards posed by water accumulation. If water is controlled or prevented from accumulating by the use of water removal equipment. The water removal equipment and operations shall be monitored by a competent person to ensure proper operation. If the excavation work interrupts the natural drainage of surface water (streams, run-off channels), diversion ditches dikes, or other suitable means shall be used to prevent surface water from entering the excavation and to provide adequate drainage of the area adjacent to the excavation. Excavations subject to run-off from heavy rains shall be inspected by a competent person in compliance with section 5.2.10 below. 5.2.10 Stability of Adjacent Structures The stability of structures adjoining the excavation shall be supported to protect employees. Excavation below the level of the base or footing of any foundation or retaining wall that could reasonably be expected to pose a hazard to employees shall not be permitted except when: - a support system (underpinning) is provided to ensure the safety of employees and the stability of the structure; or - "the excavation is in stable rock; or - a registered professional engineer has determined that the structure will be unaffected by the excavation; or - a registered professional engineer has determined that the structure will be unaffected by the excavation; or - a registered professional engineer has determined that such excavation will not pose a hazard to employees. Sidewalks, pavements and appurtenant structure shall not be underminded unless a support system or another method of protection is provided to protect employees from the possible collapse of such structures. TUT Procedure No. HS307 Revision No. 0 Date June 8, 1990 5.2.11 Protection of Employees from Loose Rock or Soil Employees shall be protected from loose rock or soil which could fall or roll from the excavation face. Such protection could be scaled to remove loose material, or the installation of barriers. Employees shall be protected from spoil or other materials or equipment which could fall or roll into the excavation. Such materials shall be kept at least 2 feet from the excavation edge, and/or retaining devices shall be used to present materials or equipment from falling or rolling into excavations. 5.2.12 Inspections A competent person shall make daily inspections of excavations, the adjacent areas and protective systems for evidence of conditions that could result in a cave-in, indications of failure of protective systems, hazardous atmospheres, or other hazardous conditions. The inspection shall be made prior to the start of work, and as needed throughout the shift. Inspections shall be made after each rainstorm or other hazard-increasing"event. Where the inspection finds evidence of any hazardous condition, exposed employees shall be removed from the hazardous area until necessary precautions have been taken. 5.2.13 Fall Protection Where employees or equipment are permitted to cross over excavations, walkways or bridges with standard guardrails shall be provided. Adequate barrier physical protection shall be provided at all remotely located excavations. All wells, pits, shafts, etc., shall be barricaded or covered. Temporary well, pits, shafts, etc., shall be backfilled as soon as possible. 5.3 Requirements for Protective Systems 5.3.1 Protection for Employees in Excavations Each employee in an excavation shall be protected from cave-ins by an adequate protective system designed and installed in compliance with 29CFR1926.652(b) or 29CFR1926.652(c), except when - the excavation is made entirely in stable rock; or - the excavation is less than 5 feet in depth and a competent person determines there is no danger of cave-in. Protective systems shall have the capacity to resist without failure all loads that are intended or could reasonably be expected to be applied or transmitted to the system. TUT Procedure No. HS307 Revision No. 0 Date June 8, 1990 6.0 Exception Provisions No exceptions to the requirements of this policy are permitted. 7.0 Cross References 29CFR1926 Subpart P - Excavations S 650; Scope, application and definitions S 651; General requirements S 652; Requirements for protective systems Appendices A - F, mandatory ITC PRO HS050, Training Requirements ITC PRO HS051, Tailgate Safety Meetings ITC PRO HS300, Confined Spaces, Industrial 8.0 Forms and Checklists Form HS307.1, Trench/Excavation Notification Worksheet. This form is mandatory. It is to be completed by the project manager and/or design engineer. After the form is completed, a copy is submitted to the responsible health and safety professional who will review it, and make any necessary state or local notifications. Attachment 1, Selection of Protective Systems for Excavations 20 Feet or Less in Depth Attachment 2, Sloping Options Attachment 3, Shoring or Shielding Options Attachment 4, Responsibility Matrix Attachment 5, 29CFR1926 Subpart P - Excavations Attachment 6, Form HS307.2, Excavation and Treching Notification Log. This form is optional. This log format may be used by the local health and safety professional to track excavation projects. PLP:HS307 TUT 004 INTERNATIONAL Procedure No. HS3C TECHNOLOGY Revision No. 0 CORPORATION Date June 8> 19g TRENCH/EXCAVATION NOTIFICATION WORKSHEET Pa9e U of 49 Project Number ________________ Project Name _____________ Customer's Name: __ Specific Jobsite Location: Nearest Major Cross Street: City: _____________________ County: Name and Title of Site Supervisor:______ Starting Date: _______ Estimated Completion Date: High Voltage Lines in Proximity: YES____ NO____ How Near_ Depth Range (ft): __ __ Width Range (ft):__ __ Length(ft): min max min max Project Description: Anticipated Soil Condition: Hard Compact__ Unstable__ Running__ Ground Protection Method: Shoring____ Sloping___ Trench Shield Alternate ALL METHODS MUST MEET ACCEPTED ENGINEERING REQUIREMENTS. PLANS MUST BE KEPT ON-SITE. Describe Chemical Hazards at Site: Subcontractor's Name: Equipment to be Used: Design Engineer: ___________ Project Supervisor: Phone: ( ) _______________ Health & Safety Use Only IT Permit Number: _____ Date Issued: ______ Expires: Issued By:_____________ CAL/OSHA Notification: Date:_____ By:______________ District Off ice: Contact: PormHS307.1 TUT 004 2.o5o INTERNATIONAL TECHNOLOGY CORPORATION Procedure No. HS307 Revision No. 0 Date June 8, 1990 ATTACHMENT 1. Selection of Protective Systems for Excavations 20 Feet or Less in Depth Is the excavation more than 5 feet in depth ? Is there potential for cave in ? NO YES Is the excavation entirely in stable rock ? NO Excavation may be made with vertical sides. YES YES Excavation must be sloped, shored, or shielded. Sloping NO Shoring or Shielding Goto Attachment 2. i Goto Attachment 3. For excavations greater than 20 feet in depth, design by a registered professional engineer in compliance with 1926.652(b) and (c) is required. TUT OO4 INTERNATIONAL TECHNOLOGY CORPORATION Procedure No. HS307 Revision No. 0 Date June 8, 1990 ATTACHMENTS Sloping Options asthamathod of protection WUI soil classification be made in accordance with 1926.652(b) ? YES NO 1 Excflvjpon must contply with 000 of tno thr»* options: Excavation must comply with 1926.652(b)(1) which requires a siopa of 1.5 H: 1 V O4°l 1. 192fl.852(b)(2) which requires following Appendices A or 8 OR Z 1926.652(b)(3) which requiras other tabulated data (sea Definition) to be 3. 1926.652(b){4) which requires the excavation be designed by a registered TUT OO4 Procedure No. HS307 Revision No. 0 Date June 8, 1990 ATTACHMENTS. Shoring or Shielding Options SnonnQ or sniMdinQ selected as the of protection Son classification is required. The excavation mutt comply with on* of the four options below. 1.1926.652(c)(1) wMeh requires Appendices A and C to be • followed (limber shoring). OR 2.1926.652(c)(2) which requires manafacturer's data to be JlfJI———— -i /tr^«oh l»olr^ —*-- \ TOHOWOO lUWvCft JflCKB, MC.J. 1 OR 1926.652(e)(3) which requires (SeeDef.) OR 4.1926.652(c)(4) which requires the excavetton be designed by • regietered Professional Engineer TUT 004 ATTACHMENT 4 International Technology Corporation Policy and Procedure Excavation and Trenching Responsibility Matrix Understanding and Complying With Procedure Individual X Leadman/ Superv 1 sor X Design Engineer X Project Manager X Profit Center Manager X Regional General Manager X Division Director X HfcS Professional X Regional Purchasing Manager Conducting Pre-Work Hazard Assessment Selection and Design of Protective Systen(s) Pre-Qualifying Subcontractors Inspecting Excavation for Hazardous Conditions Enforcing Safe Work Practices PLP:HS307Table O-fl o 0* «Q rt- < O n n> —'• o I/I CD (-• -•• a. en o c D 1 O c_i n> -t> c -z. 3 o- -x. tt> • o -o U3 OO o ATTACHMENT 5 Procedure No. HS307 Revision Mo. 0 Date June 8, 1990 Federal Ragiater / VoL 54. Na 209 / Tuetday. October 31. I960 / Rules and Regulation* 45959 PART 1926—(AMENOCD) Subpart M-{ Amended! 1. By revising the authority citation for subpart M of part 1926 to read ti follows: Authority: Sec. 107. Contract Work Hoan tnd Safety Standard* Act (Constractian Safaty Act) (40 U.S.C. 333): San 4. 8. a, Occupational Safety and HMltfa Act of 1970 (28 U.S.C. 883. ass. «7); Secretary of Labef* Order Na 12-71 (38 FR 87S4). 8-78 (41FR 2SOS8). or 8-83 (48 FR3S738). a* applicable, and 28 CFR part 1811. 2. By revising subpart P of part 1928 to read ae follow* Sw. 1888880 Scop*, application, and definition* applicable to tttt* MbparL 1828481 "inn el niiiilnniiiili 1828432 lUquinamiH tor iMUUeflie sidewalk of an excavation and prevent cave-ins. Bell-bottom pier hole means a type of ihaft or footing excavation, the bottom of which is made larger than the cross section above to form a belled shape. Benching (Benching system) means a method of protecting employees from cave-ins by excavating the sides of an excavation to form one or a series of horizontal levels or steps, usually with vertical or near-vertical surfaces between levels. Cave-in means the separation of a mass of soil or rock material from the side of an excavation, or the loss of soil from under a trench shield or support system* and its sodden movement into the excavation, either by falling or •n<ttnj ja sufficient ouantity so that it CTnld entnp. bury, or otherwise) injure nom^oi one who is Appomdbi t to aohpatt P-«aiac«M of Competent person Aatheetty: Sac, 107. Contract Worker Hows and Safety Standards Act (Coostncnoa Safety Act) (40 UAC 333): Sees. 4. a, a, OecapctfaMl Safety and Haollh Act of 1878 (a U&C. en. ass, mm Secretary of Labor1* Order No. ia-71(S8FRS7S4). 8-78 (41 FR ZS088). or 8-0 (48 FR 38738). as applicable, and 28 CFR part 1811. or working conditions which an unsanitary. 1 employee*, and who has authorisation to take prompt o eliminate them. Ova* OK members of a shoring system installed perpendicular to the sides of the excavation, the ends of which bear against either uprights or wake. cavity. liamJb or depression hi an earth surface, formed by earth nDovaL Facet or tidee means the vertical or resolt of excavation work. Failure i of astnctnnli as to reduce Ha stiuctural Integrity and ita supportive capaoiiniaa. (a) Scope and application. TUa subpert applies to afl o made m the earth's tions vations appl to thit (b) Defini itibpart Accepte those requirements compattbk win standards of practice required by a registered professional pre-cngineered shoring system comprised of aluminum hydraulic cylinders (crossoraces) need to conjunction with vertical nils (uprights) or horizontal rails (waters). Such system is designed, spetificatty to support the curroatve* *M"^"^ig>6i deflcientt teBcic< or othorwiss) l may cause death, ilhwsa, or injury. or csilun of a croaa nraceti ^^^^^^^J^^ ^B^B^^^^ ^MAA^.A A ^M^^lk«»jl f£ fntectm system means) a memoo 01 en excavation face or Into an excavation, or from the couapse of adjacgrtttrocture*. Protective systems include support systems, sloping and benching systems, shield systems, end other systems that provide the necessary prutec'tiiaii Ramp means an inclined walking or working surface that is used to gain access to one point from another, and la constructed from earth or from structural materials such as sted or wood. Registered Professional Engineer means a person who is registered as a professional engineer in the state where the work is to be performed. However, a professional engineer, registered in any stats is deemed to be a "registered professional engineer" within the meaning of **"* standard when approving designs for "manufactured protective systems" or "tabulated data" to be used in interstate commerce. Sheeting means the members of a shoring system that retain the earth in position and in turn are supported by other members of the shoring system. Shield (Shield system) means a structure that is aUa to withstand the forces imposed on it by a cave-in and thereby protect employees within the structures or can be designed to be portable and moved along as work . ally, shields can be either premanufsctured or Job-built in accordance with 1 1926452 (eft) or (cX4). Shields need m trenches en usually referred to as "trench boxes" or Snaring (Shoring system) means a straeton such ae a metal hydnubc, tn^rtfmrtlfml flf tlmheT ttK**"g fyfttat that supports the sides of an excavation and which is designed to prevent ca ve- ins. fftfes. Sea "Paces." Sloping (Sloping system) means a method of protecting employees from cave-ma by excavating to form sides of aa excavation ttiat an mcfaned away from the excavation so as to prevent cave-ma. Tfce angle of mdme required to prevent a cave-in varies with differences m each factors aa the soil type, environmental conditions of exposure, and application of surcharge Stable nek means natural solid mineral malarial mat can be excavated with vertical sides and will remain intact woffle exposed. Unstable rock is considered to be stable when the rock material on the aide or sides of the excavation is secured against cavtag-in or movement by rock botts or by another protective system that has been designed by a registered professional StruetanJraap means a ramp built of steel or wood, usually used for vehicle access. Ramps made of soil or rock are not considered structural ramps. Support tytteai means a structure such as underpinning, bracing, or shoeing, which provide* support to an adtacent structure, underground TUT OO4 Procedure No. HS307 Revision No. 0 Date June 8, 1990 45960 FadanJ Register / Vol 54. No. 209 / Tuesday. October 31. I960 / Rule* and Regulations installation, or the tides of an excavation. Tabulated data mean* table* and charts approved by a registered professional •ng'"*^r and used to design and construct a protective system. Trench (Trench excavation) means a narrow excavation (in relation to its length) made below the surface of the ground. In general, the depth is greater than the width, but the width of a trench (measured at the bottom) is not greater than 15 feet (44 m). If forms or other structures are installed or constructed in an excavation so as to reduce the dimension measured from the forms or structure to the side of the excavation to 15 feet (4.8 m) or lest (measured at the bottom of the excavation), the excavation is also considered to be a trench. Trench box. See "ShielbV Tnrtch shield. See "Shield." UprightM means the vertical members of a trench shoring system placed in contact with the earth and usually positioned so that individual members do not contact each other. Uprights placed so mat individual members are closely spaced, in contact with or interconnected to each other, are often called "sheeting," shoring system placed parallel to the excavation face whoe* sides bear against the vertical members of the shoring system or earth. (a) Surface encumbnacm. AD surface encumbrances that an located so as to create e hazard to employees shall be removed or supported, as necessary, to safeguard tHiptoynnii (b) Underground installations. (l)The estimated location of utility installations, such as sewer, telephone, fuel electric, water Unas, or any other itmJMfliiiiiint fa*tmnmHnnm that reasonably may be expected to be encountered during excavation work, shall be determined prior to opening an excavation. (2) Utility compeniee or owners shall be contacted within established or customary local ms|xiiise *%***. advised of the proposed work, and asked to establish the location of the utility underground installations prior to the start of actual excavation. When utility companies or owners cannot respond to e request to locate underground utility installations within 24 hours (unless a longer period is required by state or local law), or cannot establish the exact location of these installations, the employer may proceed, provided the employer does so with caution, and provided detection equipment or other acceptable means to locate utility installations are used. (3) When excavation operations approach the estimated location of underground installations, the exact location of the installations shall be determined by safe and acceptable means. (4) While the excavation is open, underground installations shall be protected, supported or removed as necessary to safeguard employees. (c) Access and egress—{!) Structural ramp*, (i) Structural ramps that an used solely by employees as a means of access or egress from excavations shall be designed by a competent person. egress of equipment shall be designed by a competent person qualified in structural design* v*^ shall be constructed in accordance with the (ii) Ramps and runways constructed of two or mon structural members shaQ have ue structural Hieiubeis connected together to prevent displacement (til) Structural members used for and runways shall be of uniform (iv) deatt or other appropriate members shall be attached to the button of the runway or shall be attached in a manner to prevent tripping* (v) Structural i steps shall be provi other surface tree' surface to prevent (2} Means of id id hi lien of •itndeets or on the top sfr sutcoratMUM. A staiiwey, ladder, ramp or other safe means of egreeeshaQ be located in trench excavations that are 4 bet (1^2 m) or mon in depth so as to requin no mon than 23 feet (7.62m) of lateral tnvel for employees, (d) Expoetm to wA/cu/or traffic. Employees exposed to public ^ _ _ traffic shall be provided with, and shall wear, warning vasts or other suitable garments marked with or made of nflectorized or high-visibility material. (•) Expoeare to falling toads, tto employe* ahall be permitted underneath Iftidt huHliH by lifHpg ** ^H***! equipment Employee* shall be required to stand away from any veUde being loaded or unloaded to a void beint struck by any spillage or falling materials. Operators may remain m the cabe of vehicles being loaded or unloaded when the vehicles an equipped, m accordance with 11828401(0X6). to provide adequate protection for the operator during loading and unloading operations. (f) Warning system for mobile equipment When mobile equipment Is operated adjacent to an excavation, or when such equipment is required to approach the edge of an excavation, and the operator does not have a dear and direct view of the edge of the excavation, a warning system shall be utilized such es barricades, hand or mechanical signals, or stop logs. If possible, the grade should be sway from the excavation. (g) Hazardous atmospheres—(1) Testing and controls. In addition to the requirements set forth in snbparts D and E of this part (29 CFR 192&50-192B.107) to prevent exposure to harmful levels of atmospheric contaminants and to assure acceptable atmospheric conditions, the following requirements shall apply: (i) When oxygen deficiency (atmospheres *********% less than 19.5 percent oxygen) or a hazardous atmosphere exists or could reasonably be expected to exist such as in excavations in landfill anas or excavations in anas when hazardous i an stored nearby, the atmospheres in the excavation shall be tested befon employees enter excavations greater than 4 feet (1-22 m) in depth, (ii) Adequate precautions shall be taken to prevent employee exposure to atmospheres eMitaitrfin less than 193 percent oxygen and other hazardous atmospheres. These precautions indude providing proper respiratory protection or ventilation in accordance with subparts D and E of this part respectively. (ill) Adequate precaution shall be taken such as providing ventilation, to prevent employee exposun to an of a flammable j** in eimm of 20 percent of the lower flammable limit of the gas. (iv) When controls an used that an intended to reduce the level of atmospheric contaminants to acceptable1 levels, testing shall be conducted as often as necessary to ensure that the atmoephen remains safe. (2) Emergency rescue equipment (i) Emergency rescue equipment such as breathing apparatus, a safety harness end line, or a basket stretcher, shall be readily available when hazardous atmospheric conditions exist or may reasonably be expected to develop during work in an excavation. This equipment ahall be attended when in (ii) Employees entering bell-bottom pier holes, or other similar deep and confined footing excavations, shall wear a harness with a life-line securely attached to it The lifeline shall be separate from any line used to handle materials, and shall be individually TUT 004 Procedure NO. HS3G7 Revision Mo. 0 Date June 8, 1990 Federal RagisUt / Vol 54. No. 206 / Tuesday. October 31. 1388 / Roles and Regulation! 45981 attended at all times while the employee wearing the lifeline is in the excavation. (h) Protection from hazards associated with water accumulation. (1) Employees shall not work in excavations in which there is accumulated water, or in excavations in which water is accumulating, unless adequate precautions have been taken to protect employees against the hazards posed by water accumulation, The precautions necessary to protect employees adequately vary with each situation, hot could include special support or shield systems to protect from cave-ins, water removal to control the level of •MtMimiaHnj water, or use of a safety harness and lifeline. (2) If water is controlled or prevented from accumulating by the use of water removal equipment the water removal equipment and operations shall b* monitored by a competent person to ensure proper operation. (3) If excavation work interrupts the natural drainage of surface water (such as streams), diversion ditches, dikes, or other suitable means shall b* used to prevent surface water from entering the excavation and to provide adequate drainage of the area adjacent to the excavation. Excavation* subject to runoff from heavy rain* will require an inspection by a competent person and compliance with paragraph* (h)(l) and (h)(2) of this section. (1) Stability of adjacent structures. (1) When the stability of adjoining buildings, walls, or other structures is endangered by excavation operations, support systems such as shoring. bracing, or underpinning shall b* provided to ensure the stability of such structures for the protection of employee*. (2) Excavation below the level of the base or footing of any foundation or retaining wall that could b* reasonably expected to pose a hazard to employee* shall not be permitted except when: (i) A support system, such as underpinning, is provided to ensure the safety of employees and the stability of the structure: or (ii) Th* excavation is in stable rode or (iii) A registered professional engineer has approved the determination that the structure is sufficentiy removed from tb* excavation so as to be unaffected by the excavation activity: or (iv) A registered professional engineer has approved the determination that such excavation work will not pose a hazard to employee*, (3) Sidewalks, pavements, and appurtenant structure shall not be undermined unless a support system or another method of protection is provided to protect employees from the possible collapse of such structures. (j) Protection of emplanes from loose rock or soil (1) Adequate protection shall be provided to protect employees from loose rock or soil that could pose a hazard by failing or rolling from an excavation face. Such protection shall consist of scaling to remove loose material: installation of protective barricades at intervals as necessary on the face to stop mr"* ft»"*«'" failing material: or other means that provide equivalent protection. (2) Employees shall be protected from excavated or other materials or equipment that could pose a hazard by falling or roiling into excavations. Protection shall be provided by placing and keeping such materials or equipment at least 2 feet (.01 m) from the edge of excavations, or by the use of retaining devices that an sufficient to prevent materials or equipment from falling or rolling into excavations, or by a CTinNmtiAn of both if necessary. (k) Inspections. (1) Daily inspection* of excavations, the adjacent areas, and protective systems shall be mad* by a conpttont person for wtobnct of A situation that could remit hi possible cave-ins, indications of failure of protective; systems, hazardous atmospheres, or othsx hazardous condition*. An inspection «h*n b* conducted by the competent person prior to the start of work and as needed throughout the shift. Inspections shall also be made after every rainstorm or other hazard Increasing occurrence. These inspections an only required when employee exposure can be reasonably anticipated. (2) When the vmn****"1 peisoii Qitds evidence of a situation that could result in a possible cave-in, indications of failure of protective system*, hazardous atmospheres, or other hazardous conditions, exposed employs** shall be removed from the hazardous area until the necessary precautions have been taken to ensure their safety. 0) Fall protection. (1) When employees or equipment an required or permitted to cross over excavations, walkways or bridges with standard guardrails shall be provided. (2) Adequate barrier physical protection shall be provided at all remotely located excavations. AQ walla, pits, shafts, etc, shall be barricaded or covered. Upon completion of exploration and siniilar operations, temporary wells, pits, shafts, etc. shall be backfilled. (a) Protection of employees in excavations. (1) Each employee in an excavation shall be protected from cave- ins by an adequate protective system designed in accordance with paragraph (b) or (c) of this section except when: (i) Excavations are made entirely in stable rock; or (ii) Excavations are less than 5 feet (1.52m) in depth and examination of the ground by a competent person provides no 'Tti^tion of a potential cave-In. (2) Protective systems shall have the capacity to resist without failure all load* that are intended or could reasonably b* expected to be applied or transmitted to the system. (b) Design of sloping and beaching systems. Th* slopes and configurations of sloping and benching systems shall b* selected and constructed by tfa* employer or **** H««iyi«« ««< ihall be in «**»HMI~ with the requirements of paragraph (bKlfc or. in the alternative, paragraph (b)(2): or. in the alternative, paragraph (b)(3). or. in the alternative, paragraph 0>X4). as follows: (1) Option (!}—Allowable uonftgufotions and slopes, (i) Excavations shall b* sloped at an angle not steeper than on* and one-half horizontal to one vertical (34 degrees measured from the horizontal), unless the employer uses on* of the other (fl) Slopes specified in paragraph (bXlXQ of this section, shall b* excavated to fora configurations that an in accordance with the slope* shown f or Type C soil in Appendix B to this subpait (2) Option (2)—Determination of slopes and configurations using Appendices A and M. Maximum allowable slopes, and allowable configurations for sloping and benching systems, shall be determined m accordance with the condition* and requirements set forth in appendices A and B to this subpart (3) Option (3)—Designs using other tabulated data, (i) Designs of sloping or benching systems shall be selected from and be in accordance with tabulated date. t**"*i a* tables ""^ charts. (ii) Th* tabulated date shall be in written form and shall incmde all of the following: (A) Identification of the parameters that affect the selection of a sloping or beaching system drawn from soch data: (B) Identification of the limits of use of the data, to include the magnitude and configuration of slopes determined to be safe TUT CO4 35 Procedure NO. HS3G7 Revision No. 0 Date June 8, 1990 45962 Federal Register / VoL 54. No. 209 / Tuesday. October 31. IflM / Rules and Regulations (C) Explanatory information as may be necessary to aid the user in making a correct selection of a protective system from the data. (iii) At least one copy of the tabulated data which identifies the registered professional engineer who approved the data, shall be maintained at the jobsite during construction of the protective system. After that time the data may be stored off the jobsite. but a copy of the data shall be made available to the Secretary upon request (4) Option (4)—Design by a registered professional engineer, (i) Sloping and benching systems not utilizing Option (1) or Option (2) or Option (3) under paragraph (b) of this section shall be approved by a registered professional engineer. (ii) Designs shall be in written form and shall include at least the following: (A) The m«gnit^«<ji of the slopes that were determined to be safe for the particular project (B) The configurations that were determined to be safe for the particular project ewl (C) The identity of the registered professional engineer approving the design. {iii) At least one copy of the design shall be maintained at the jobsite while the slope is being constructed, After that time the design need not be at the jobsite. but a copy shall be made available to the Secretary upon request (c) Design of support systems, shield systems, and other protective systems. Designs of support systems shield systems, and other protective systems shall be selected and constructed by the employer or his designee and shall be in accordance with the requirements of paragraph (c)(l): or. in the alternative, paragraph (cK2fc or. in the alternative, paragraph (cH3): or. in the alternative, paragraph (c)(4) as follows: (1) Option (I)—Designs using appendices A. Caad D. Designs for timber shoring in trenches shall be determined in accordance with the conditions and requirements set forth in appendices A and C to this subpart Designs for aluminum hydraulic short shall be in accordance with paragraph (c){2) of this section, but if manufacturer's tabulated data cannot be utilized. ^*fjy*a fKall he in accordance with appendix D. (2) Option (2}—Designs Using Manufacturer's Tabulated Data. (\\ Design of support systems, shield systems, or other protective systems that are drawn from manufacturer's tabulated data shall be in accordance with all specifications, recommendations, and limitations issued or made by the manufacturer. (ii) Deviation from the specifications, recommendations, and limitations issued or made by the manufacturer shall only be allowed after the manufacturer issues specific written approval (iii) Manufacturer's specifications, recommendations, and limitations, and manufacturer's approval to deviate from the specifications, recommendations, and limitations shall be in written form at the jobsite during construction of the protective system. After that time this data may be stored off the jobsite. but a copy shall be made available to the Secretary upon request (3) Option (3)—Designs using other tabulated data, (i) Designs of support systems, shield systems, or other protective systems shall be selected from and be in accordance with tabulated data, such as *ablytmru^ charts. (ii) The tabulated data shall be in written form and include all of the following: (A) Identification of the parameters that affect the selection of a protective system drawn from such data: (B) Identification of the limits of use of the data: (C) Explanatory information as may be necessary to aid the user in making a correct selection of a protective system from the data. (iii) At least one copy of the tabulated data, which identifies the registered professional engineer who approved the data, shall be maintained at the jobsite during construction of the protective system. After that time the data may be stored off the jobeite. but a copy of the data shall be made available to the Secretary upon request (4) Option (4f—Design by a registered professional engineer, (i) Support systems, shield system other protective systems not utilizing Option t Option 2 or Option 3, above, shall be approved by a registered professional engineer. (ii) Designs shall be in written form mi4 fK*n include *h* following: (A) A plan indicating the sizes, types. figurations of used in the protective system: and (B) The identity of the registered professional •ngin*^ approving the design. (iii) At least one copy of the design shall be maintained at the jobsite during construction of the protective system. After that time, the design may be stored off the jobsite. but a copy of the design shall be made available to the Secretary upon request (d) Materials and equipment. (1) Materials and equipment used for protective systems shall be free from damage or defects that might impair their proper function. (2) Manufactured materials and equipment used for protective systems shall be used and maintained in a manner that is consistent with the recommendations of the manufacturer. and in a manner that will prevent employee exposure to hazards. (3) When material or equipment that is used for protective systems is damaged, a competent person shall •iratpjflf the fnVfriil or equipment and evaluate its suitability for continued use. If the competent person cannot assure the material or equipment is able to support the intended loads or is otherwise suitable for safe use. then such material or equipment shall be removed from service, and shall be evaluated and approved by a registered professional engineer before being returned to service. (e) Installation andremoral of support— (1) General (i) Members of support systems shall be securely connected together to prevent sliding. falling, lockouts, or other predictable failure. (ii) Support systems shall be installed and removed in a manner that protects employees from cave-ins, structural collapses, or from being struck by m^tn!Myrt of the support system. (iii) Individual members of support systems shall not be subjected to loads exceeding those which those members were designed to withstand. (hr) Before temporary removal of individual members begins, additional precautions shall be taken to ensure the safety of employees, such es installing other structural members to carry the loads imposed on the support system. (v) Removal shall begin at and progress from, the bottom of the excavation. Members shall be released •lowly so as to note any indication of possible failure of the remaining members of the structure or possible cave-in of the sides of the excavation. shall ptogiess together with the removal of support systems from excavations. (2) Additional requirements for support systems for trench excavations. (i) Excavation of material to a level no greater than 2 feet (.61 m) below the bottom of the members of a support system shall be permitted, but only if the system is designed to resist the forces calculated for the full depth of the trench, and there are no indications while the trench is open of e possible loss of soil from behind or below the bottom of the support system. TUT 004 Procedure *c. ^$207 Revision No. 0 Date June 8, 1990 Federal Register / VoL 54. No. 209 / Tuesday. October 31. 1989 / Roles and Regulations 45953 (ii] Installation of a support system shall be closely coordinated with the excavation of trenches. (f) Sloping and benching systems. Employees shall not be permitted to work on the faces of sloped or benched excavations st levels above other employees except when employees at the lower levels an adequately protected from the hazard of falling, rolling, or sliding mst»rinl or equipment (g) Shield systems—(\) General (i) Shield systems shall not be subjected to loads exceeding those which the system wes designed to withstand. (ii) Shields shall be installed in a manner to restrict lateral or other hazardous movement of the shield in the event of the application of sudden lateral loads. (iii) Employees shall be protected from the hazard of cave-ins when entering or exiting the anas protected by shields. (iv) Employees shall not be allowed in shields when shields are being installed, icmoved. or moved vertically. (2) Additional requirement for shield systems used in trench excavations. Excavations of earth material to a level not greater than 2 feet (A m) below the bottom of a shield shall be permitted, but only if the shield is designed to resist the forces calculated for the full depth of the trench,aT"^ then an no indications while the trench is open of a possible loss of soil from behind or below the bottom of the shield. Appendix A to Subpert P Soil Ottttifieatioa (a) Scope and application—(1) Scope. This appendix describes a method of deasifyteg soil aad rack deposits based on site aad stricture aad composition of me earth deposits. The appendix coataias definitions* set* forth requirements, aad describee acceptable visual sad manual tests for use in classifying soila. (2) Aflp/icotton. This appendix applies when a sloping or beachiag systsia ia designed In accordance with the requirement* set forth m 1192&£S2(b)(2) as a method of protection for employees fines cave-ins. This appendix aba appliae when timber sharing for excavations ia designed as a method of protection from csve-ins in accordanca with appendix C to mbpart P of part 1026. aad wben ataaiaum hydraulic shoring ia designed in accordance with appendix D. Thia Appendix also appliaa if other protective syataas an designed aad selected for use from data prepared ia accordance with the requirements set forth ia i leejftKc). aad the use of the data I* predicated on the use of the soil classification system set forth m thi* appendix. (b) Definitions, The definitions ****! example* given below an based on. in whole or in part the following: American Society for Testing Materials (ASTM1 Standards 0653-85 and D248K The Unified Soils nitr^fi***"* System. The U.S. Oepertment of Agricaltare (USDA) Texnrai Oaseification Scheme: and The National Bureau of Standards Report ESS-121. Cemented soil warn e Mil la which the particles are held together by a chemical agent such as calcium carbonate, tuch that a hand-size sample cannot be crashed Into powder or individual Mil particle* by finger pieisure. Cohesive soil mean* day (fine grained Mill, or Mil with a high clay content which has cohesive strength. Cohesive soil does not crumble, can b* excavated with vertical •idcslopea, and ia plastic whan moist Cohesive soil is bard to break up whan dry, and exhibit* signnVam cohesion when submerged. Cohesive soils incmde dayey silt tandy clay, silty day, day and organic day. Dry soU mean* soil thai does not exhibit viaible sign* of mnistnie content Fissured mean* a soil material met has e tendency to break along definite plane* of fracture with tittle tealstence, or a material that exhibits open creeks, each, aa \ crack*, m an exposed i Grano/or soil mesas greveL (coane groined Mil) with little or no day content Granular Mil bee no cohesive strength. Some moist grsaekr soils exhibit apparent COBSSMSV Greaaisr soil cannot be molded when Boiat end i when dry. Loyend systeet n distinctly different soil of rack types arranged in layers. Micaceous SCOBS or weakened planes in rock or shale are considered layered. Moist soil mean* e coaditton • which e soil look* aad feels dean, least cohesive sod can easily be shaped.late a baU end tailed into smell oil Moist greater Mil that • cohesive material wiH exhibit i Plastic mean* e property of e eafl which ilium ilie mil in In ilsfniaeil m i without cracking, or appreciable volume Sotstfoted sou means a soil In vibicn the voids ate filled with water. Setsnita doss . silty clay loam and sandy day loam. Cemented soils ty^ as ^•1^*^ »*A bettipen are also considered Type A. However, no Mil is Type A it (i) The Mil is fi**md: or (ii) The toil I* subject to vibration from heavy traffic, pile driving, or simitar effect*; or (iii) The soil has been previously disturbed: or (iv) The soil to part of a tloped layered system wben the layers dip into the excavatloa on a slope of four horizontal to on* vertical (4H.1V) or greater or (v) The material is subject to other factors that would nqnin it to be destined as a lew stable material. Type Sateens: (I) Cohesive soil with aa unconfiaed compreseive strength greater than OJ taf (4§ kPa) but less than U tsf (144 kPa): or (g) Cnnalar cohesloiutss soils angular gravel (similar to cruthed rockV*UU tilt loam, sandy loesi and. ia some case*, silty day loam end sandy day loam. (tt) Prevtaosly disturbed soils except those which would otherwiae be deseed a* Type C MiL Ov) Soil that meats the unconfiaed i for Type A. bet i* fiseered or MOf0Ct tO VlOeTWiflBi OC (v) Dry rock that la sat stable: or (vi) Material Out I* part of a sloped, layered system wben the layen dip into the excavation oo a slope lee* steep than four horizontal to one vertical (4rtlV). bat only if the material would othsrwiee be dewtfied e* not nqnjn flow.! saturation, ia necessary far the instnmeats such as a pocket Sot/ cJossifioottoe sfstset nMens. for tne pnrpeae of this eabpert a method of categonxiagMilaadrockdepoeitauia hierarchy of Stable Rock. Type A. Type B. aad Type C. in decreadag order of stability. The categories an aeursuned beaed on a* elAUyStt of toft pf^NTtlsW slOw piVCOsTBttDCil characteristics of the depoeita and Ibe ' environmental conditions of exposure. Stable net aeeae nataral sond mineral matter that can be excavated with vertical side* and remain intact while exposed. Subaetged *uJ awenesoil which ta USOsmVslteV OsT 111 aTVil ••Mplfli^ Type A maaaa cohesive Mil* wtth aa onconfiaed cosipreestv* sOengtt of 13 Ion per squan foot (tsf) (:4« kPe) or greater. Example* of cohesive soil* an: day. silty cUy. sandy day. day loam and, la ame rmeeas: (i) Cohesive *ott with en naconftaed campnaatve strength of OS tsf (4S kPs) or lees: or (U) Granular Mil* mending gravel sand, tad loamy sand: or (Hi Suooergad Mil or Mil from which weter is freely inping- or (ivl Submerged rock that la not stable, or (v) Materiel m a sloped, layered system when the layers dip into the excavation or a slope of foer horizontal to one vertical (4K1V) or steeper. the load per unit area at which a Mil will fail ia comprasstoa. It can be determined by laboratory testing, or estimated ia the field OMBH a pocket peaatrometer. by thumb penetration tests, and other methods. Wot soil means soil that contain* •ignificaatty more moisture than maist KM!. but in each a range of value* that material win slump or begin ta flow when vibrated. Granular material that would >.(iihj< cohesive properae* •rbea SMM will IOM those cohesive properties when wet (c) Requirements—{\) ClourFcMiam of sm/ aad nek dspowts. Each sod and nek decant shall be dasaified by a competea: pereaet as Stable Rock. Type A. Type & or T>v« C ia accordance win the definittoo* eei fata » paneraph (b) of this sppeadix. (2) Basts efctassifkxUiaa. The da»sificattoB of the deposit* shall be awJa based on tha nsuits of at leeai one v.Mei ami at leaat one manual analysis. Sack *••*>••* TUT O04 2060 Procedure NO. Revision .No. 0 Date June 8, 1990 45964 Fadsjnl Regjifrr / Vol 54. No. 209 / Tuesday. October 31. 1989 / Rules and Regulation* shall be conducted by e competent penon using testa described in paragraph (d) below, or in other recognised methods of soil classification and tasting such u mose adopted by the America Society for Testing Materials, or the U.S. Department of Agriculture texture! classification system. (3) Vitaai and manual analyse*. The visual and manual analyses, such aa those noted as being acceptable in paragraph (d) of this appendix, shall be designed and conducted to provide sufficient quantitative and qualitative information as may be necessary to identify property the properties, factors, and conditions affecting the classification of the deposits. (4) Layvnd tytttm. m e layered system. rt^y •yfi^Bt •>i«fi be classified In accordance with its weakest layer. However, each layer may be classified individually where a more stable layer Ues under e lees stable layer. (5) Aec/osatfnotraK It after dassifying a depoait the properties, factors, or flfmiti*fi?*f affecting ita deeeiflceoon dttnge in any way* the changes shall be evaluated bye competent person. The deposit shall be redaaaifled aa necessary to reflect the (2) Manual tests. Manual analysis of soil samples is conducted to determine quantitative as well as qualitative properties of soil and to provide more information in order to classify soil property. (i) Platticity. Mold a moist or wet sample of soil into a ball and attempt to roll it into threads aa thin as tt-inch in diameter. Cohesive material can be successfully rolled into threads without crumbling. For example. if at least a two inch (50 mm) length of *• toco tufvMo CAB b*i OMQ OB ooat cod without tearing, the soil ia cohesive. (ii) Dry ftnngta. If the soil is dry and crumbles on Its own or with moderate) pressure into individual grains or fine powder. UU granular (any combination of graveL sand, or silt). If the soil Is dry and fafla into dumps which break up into smaller dumps, but the smaller ul'iHipt can only be biukan up with niffli'iiilty, it may be day to any combination with gravel, sand or silt If the dry soil breaks into dumps which do not break up Into small dumps and whidi can only be broken with difficulty. and there ia no visual Indication the soilis assured, the soil granular material. To distinguish between the two. pulverize the dried dumps of the sample by hand or by stepping on diem. If the dumps do not pulverize easily, the material Is cohesive with fissures. If they pulverize easily into very small fragments, the material le granular. Appendix B to Subpart P Sloping and Benching (a) Scape and application. This appendix contains specifications for sloping and »^~*«"g when used as methods of protecting g In excavations from cave* ins. The requirements of mis appendix apply when the design of sloping and benching protective systems is to be performed in accordance with the requirements set forth in (d) AcctptabbrtmalaadaaaaaltMt*.— (1) Vaual team Visual analysis is conducted 10 ,Ui———1~ ———U.-——— >.«————«—— e a BuUflnL 00 •oil adjacent to dM excavation, the soil ffWfMAvtsB fhsk •Jrfauaa' «mf tftia* eMM tfaeioif taken aa samples fr material. (Ui) fltaniapwMtratMa The thumb - - - -m— _ * ^^^^^^^^.^^ ••^••^Afc -* | ,-i, - uttcoflODOQ comnrasanre snssjiBoi cooaetve soils. (This test is based oa the thumb penetration test described m American Society for Testing end Materials (ASTM) ated (i) Obeerve samples of soil dial are excavated and soil in the sides of the excavation. Estimate the range of partide sizes end the reUtive amounts of the pertide sne. Soil that is primarily composed of fine- iramed material Is cobeatve material Son1 comnoeed primarily of coarse-grained sand or gravel is granular material (U) Obeerve soil aa it* excavated. Soil that rSBUIBS eB CtUBDS W«MB •XCaHFBtaVd IS cohesive. Soil that breaks up easily and not stay in damp* la granular. (iii) Obeerve the side of the opened excavation and the surface an the excavation. Crack-like opemnga ear material tt dunks of soil spafl off a vertical aide, the soil could be fissured. SmuH apt " are evidence of sjovtng ground end are bu44«*«M«ua«ei «aef m-aJjj»J|jiilsj m^heBMeMldaBBA r*ucoce for. DsecripttoQ 01 Soils (Visual Manual Procedure).-) Type A soils with an i stte^ of ^tsfcea be reexUry indented by that H*""*"? OOWVW* tbaf^CBB OalpBQuMfBt by the thumb only with very greet effort Type C soils with an i strangtfiof^L»tafcanbeeesitypenetretea molded by Ught finger ptsiiais. TS*teet' to • BeftttiBuni tfaaf •nods of •xpoom to licylflf taifloMMOaV If too vxcatVattloB Is wor oxposod to wotttttf taflooooss (toi&i f ttMdasstfCattloB of tht sott snst bo t (\*)Oti*r»09n9th***&Qm*mot 4c&M/«/op»meene the slope to which an excavation face ia excavated. DiMtntf •»«•"« that the soil is in e condition where a cave-to is imminent or is Ukriy to occur. Distress is evidenced by such PIMNMMI.M «• tK. .U.alnpmaBt nf RMMM m the face of or adjacent to an open excavation: the subsidence of the edge of en excavation: the stamping of material from the face or the bulging or heaving of material from the bottom of an extavattan. the spelling of material from the face of an excavation: and ravelling. La. small ••"••"«• of material such aa pebbles or Btne dumps of material suddenly separating from the face of an excavation and trickling or rolling down into the excavation, Maximum oflowoMr «tope means the steepest mcttne of an excavation face that is acceptable for the moat favorable site conditions as protection against cave-ins, and Is expressed as the ratio of horizontal distance to vertical rise (HV). Start (em exposure means a period of time less than or eoual to M hours that (c) Soil and ) Soil ehttificetioa. situations. (tv)Obeerrameareaadiacettttome g^— — — „ — a|,_ ^^.J teV^ ^^i^^^«^iM^^ IfjAAXaT t^^ •XGBVMIOB MB mm •JBCBVMMB ItMB 10r a*wi«4eMM*sK *J Mearf^Mes^ _llllli-l ——-' j««lk^ WMaWIIBV OK •iUBIIBi( wOUff flBB vulBW previously distarbed soil (v) Obeerve unopened aide of the axcavation to ideBBrjr wyetad aystajna. Examine layered systems to ideaafytf the layers slope toward the excavation. Estimate the degree of elope of the layers. (vi) Obeerve the area adjacent to the excavation and the sides of the opened excavation for evidence of surface water, water issping from the sides of the excavation, or the location of the level of me water table. (vii) Obeerve dw ana adlacent to the excavation and the area within the excavation for sources of vibration that mey affect the stability of the excavation face. also be obtained by use of e pocket peuetrometer or by using e hand operated __ __ ^e classified in accordance with appendix A to subpart P of pert ma. (2) Moxionm allowabh ttop*. The maximum allowable slope for a soil or rock deport.shallbe determined from Table B-l Of this SfBOBOlX (3) Actual flop* (I) The actual slope shall not be stsspsr than the maximum allowable (v) Drying (set The baste purpose of die dryingi last Is to diflarentlals between ^ iiuheslye material with fiesnrae* u&fiaeuvejd cohesive material and granular material The procedure far the drying teat mvotvee drying asampieofsoUthatlaapproximataryoeie Inch thick (U4 cm) and six mchaa (l&M em) In diameter until it la thoroughly dry: (A) If the sample develops cracks ae M flrtttifi ""JP^ff^fS.Hf flSSBIOS BTO iBOjCStBejV (B) Samples that dry without cracking are to be broken by hand* u consMorabsB force la necessary to break a sample, the soil has (U) The actual slope shall be less steep than die SMTtimm allowable slope, when are signs of distress, tt that situation «. the slope shall be cut back to an gth should be dsierminari (C) If a sample breaks easily by hand, H ia either e fissured cohesive material or a *MMMS»ejei *••• •••f*^ VOVHB ^rv » ——• I • ~ -^—— actual slope which ia at leeet H horizontal to one vertical (HttlV) lees steep than the maximum allowable slope. . (iii) When surcharge loads from stored material or equipment operating equipment or traffic are present a competent penon shaU determine the degree to which the actual elope must be reduced below the maximum allowable slope, and shall assure that such reduction is achieved. Surcharge loads from adjacent structures shall be evaluated In accordance with | i92Un(i). (4) Configtmtion*. Configurations of sloping and benching systems shall be in accordance with Figure B-l. TUT 004 Procedure No. HS3C7 Revision Ho. 0 Date June 8, 1990 F«d«ral lUprtat / Vol 54. No. 209 / Tuesday. October 31. 1969 / RU!M and Regulation* 45965 T A B L E B-l M A X I M U M A L L O W A B L E SLOPES SOIL OR R O C K T Y P E M A X I M U M A L L O W A B L E SLOPES (H:V) FOR EXCAVATIONS LESS T H A N 20 FEET m ___ ___________ STABLE R O C K T Y P E A [2] TYPE B TYPE C VERTICALOO') 3/4 : 1 (53*) 1:1 (*S'1 l«i: 1 (34) NOTES; 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A shorc-cerm maximum allowable slope of 1/2H:1V (63*) Is allowed in excavations in Type A soil that are 12 feet (3.67 m) or less in depth. Short-term maximum allowable slopes for excavations greater than 12 feet (3.67 m) in depth shall be 3/4H:lV (53*). 3. Sloping or benching for excavations greater than 20 feet deep shall be designed by a registered professional engineer. KgunB-1 (M alopaa stated balow am ta tho horiuotal to vortical ratio) B-1.1 SaunOoat modi in Typ* A toiL •L AU timpl* alopo txcaratkm 20 tat or too la dapth shall hava a aaxtmnm attowabia slopa of fel. Sinplt ilop* txcavattoo* which an maxiaum •llowabto (lop* of fev 3/1 Staple Slo(M—Goaml opu 24 boon or ICM (short Mm) tad which m U tot or ISM in dtpth shall Kiv» TUT 004 Procedure-No. HS307 Revision No. o Date June 8, 1990 / VoL 54. No. 208 / Tue»d*y. October 31. 1989 / Rules and Regulation* 1/2 2. AD beached excavations 20 bet or teas in depth thaO ha** a maTtmmii allowable clopa of K to 1 and fallcrwr X AD aBcavadoM I tMt or laaa te depth wUek hava onaappoftad vartkafljr cldad lewar portoM •hafl ha** a 9* feet. vertical tide of TUT OO4 Procedure No. Revision No. 0 Date June 8, 1990 Fwfenl R««i»tar / VoL 54. No. 200 / Tuesday. October 3L 10BO / Rokt and Regulations 45987 Unsupported VertkaDjr Sided Lower AD txcavatfaM mora than • tat bat net nan than 12 tat la dvpth which maximum •Uombli alop* of la ud • m«jdm«m »«rtc«» tidt of 3H tat • FMialtaplh wttatty 3>J ( Max. AB ao tat er Support or shield sr«t«m rk 20* Max. Total height of vertical sid« CAB mtlally AM I b* la irnr-f-—* wtth th* other option* 20 tat or IMS in d«pth iteO hm* • •fate •top* of 10. TUT 004 Procedure No. HS307 Revision No. 0 Date June 8, 1990 45968 Federal Register / Vol 54. No. 209 / Tuesday. October 31. 1969 / Rnles and Regulations 2. AD baochad •xcavattoaa 20 feat or to* in dapth (hall hm • follow* adowabla alopa of 1A and This bench allowed in cohesive soxl only BB» This bench ill*v«d in cohesive soil only 20' Max. .-P A '+' Max. I (BGBtt mbovt th» tap of th« wrtcal tfak. AD aUotraU* atop* did. TUT 004 Procedure Ho. HS307 Revision No. 0 Date June 8, 1990 Federal Ragiater / Vol 54. Na 208 / Tuesday. October 31. 18SB / RnlM «nd Regulations 45919 Suoport or shiald system IS" Min. Total height of vertical side 4. AD other tlopod IAB otaBple slope VettkeOy Sided Lower Pocttoa ittona ihall bt io aecordanco with the other options parmitlad In | UOUn(b). B-L3 Excavations Mode teTypo C Sofl 30 bat or loorin doplh «hta km • aMxtnaa «Itowmbto slop* of IHa. 1 An enrattou a hot or i*M to doplh whkh hevo vntlcKDjr aided loww portoaa eUl bo IndMO «bo*» dw top of the vortcol oido. AB ooch oxcvrattono MtoO hovo • madam oJlowoMo oiopooflVkL Supeort or shield sys.tem hoUnt ot boat !• I 18" Mitt. Total height of vertical aid* XAB t-AD Vertical Sided I axcavatloas shall bo to eeeordoaeo with tho other options poratttod to I UHJB^b). B-L4 Excavations Modo to Layered Sotfo a bat or loos ta depth suds to lajrvod toils shall have a nuudmaei allowable slope far each (ever as sot forth balow. TUT OO4 2.0SO K.4- Procedure No. HS307 Revision Ho, 0 Date June 8, 1990 45970 F«fanl Ragtotar / VoL 54. No. 209 / Tueaday. Octoba- 31. 1989 / Rulaa and Regulations a OVER A 3/4 C OVER A c ovgR a TUT O04 Procedure No. HS307 Revision No. 0 Date June 8, 1990 Federal Register / VoL 54. Na 209 rTuesdey. October 31. 1989 / Rales and Regulation* 45B71 A OV£R S A OVER C B OVER C 2. Att other sloped ncavattou «haO b« in •ccordane* with th* othi AppMdfatCtoSobptttP Timber Skariag far Tnaehit (a)Sccf>*TU««pp«)dixcoBt>feu luomfttioo thst cui bt oMd ttiBtfff •honflf it ptovldad u • awthod of protoctioo from cav*-in> ia trwchM that do not wMtd 20 IMI (6.1 B) is depth. Thte •ppudix mut b» oMd wbm dMifn of tfmbw shofta* prottctir* ty«eiM ii to bt piifmiMd In •ceeniaac* with I uaJSttcMl). Othv timbw •horinf conflgoMtton*: otter tyttmt of tuppott Mdi M hydnoiic ud panaMttc hw prauotiv* •jr • •• HBHt ba <W»i>n«d la aeeordaao* with tht nqniMHti Ml fafth ID I U2UR2(b) (b) Sot/ aamifteatiea. te onfar to OM th* data praMotid in thto appndix. tb« *oU type or typoo IB which tM •xuvctton is imH> nnnt flnt b*d*Mmiiwd natag tht tod TUT 004 2.C&O Procedure No. HS307 Revision No. 0 Date June 8, 1990 45972 Fedaral Ragtoter /Vol. 54. No. 209 / Tuesday. October 31. 198Q / Rule* and Regulation* classification method set forth ic appendix A of subpart P of this part. (c) Presentation of Information. Information is presented in several forms a* follow* (1) Information is presented in tabular form in Table* C-l.l. C-1.2. and C-1J. and Tablet C-2.1 C-Z2 and C-2J3 following paragraph (j) of the appendix. Each table present* the to naa i& a shoring system, and each table contains data only for the particular soil type in which the excavation or portion of the excavation is made. The data are arranged to allow the user the flexibility to select from among several acceptable configurations of numbers based on varying the horizontal spacing of the crossbnces. Stable rack is exempt from shoring requirements and therefore, no data are presented for this condition. (2) Information concerning the basis of the tabular data and the limitations of the data is presented in paragraph (d) of this appendix, and on tfce tables themselves. (3) Information "pifi|"ng tha o*e of ths tabular data is presented in paragraph (e) of this appendix (4) Information illustrating the use of the tabular data is presented iii paragraph (f) of this appendix. (5) Miscellaneous notations regarding Tables C-l.I through C-1J and Tables C-2.1 through C-2J are presented in paragraph (g) of this Appendix (d) Battt and limitation* of the data<— (1) Dimension* of timber member*, (i) The sixes of the timber members listed in Tables C-1.1 through C-lJ ara taken from the National Bureau of Standards (NBS) report "Recommended Technical Provisions for Construction Practice in Shoring and Sloping of Trenches and Excavations." In addition. where NBS did not ««»»Mi«"«i specific sixes of members, member sixes ara based on an analysis of the sires required for use by existing codes and on empirical practice. of the (ii) The required dt sio members listed in Table* C-14 through C-14 refer to actual dimension* and not ""T*"' dimensions of tha timber. Employer* wanting to uae nominal size abormg an directed to Tables C-2.1 through C-2J. or have this choice under I iS3MS2(c)(3). and an referred to The Corp* of Engineer*, The Bureau of Reclamation or data from other acceptable sources. (2) Limitation of application, (i) It is not timber sh intended that the tim ring specification apply to every situation that may be experienced in the field. Thee* data were developed to apply to the situation* that an most commonly experienced in currant treadling practice. Shoring systems for use in situations that ara not covered by the data in this appendix must be designed as specified in 1 192o.652(c). (ii) When any of tha following conditions ara present the members specified in the tables are not considered adequate. Either an alternate timber snoring system must be designed or another type of protective system designed in accordance with f 192U.8S2. (A) When ioada imposed by suuctures or by stored material adjacent to the trench wnigfa in excess of the load imposed by a two-foot soil surcharge. The term "adjacent" as used here means the area within a horizontal distance from the edge of the trench equal to the depth of the trench. (B) When vertical loads imposed on cress brace* exceed a 240-pound gravity load distributed on a one-foot section of the center of the crossbrace. (C) When surcharge loads an present from equipment weighing in excess of 2OOOO pounds. (D) When only the lower portion of a trench i* shored and the «MM»«it^ portion of the trench is sloped or benched unless: The sloped portion is sloped at an angle less steep than three horizontal to one vertical: or the members are selected from the table* for use at a depth which is determined from the top of the overall trench, and not from the toe of the sloped portion. (e) Ute of Tabie*. The member* of the shoring system that an to be selected using this information ara the cross brace*, the upright*, and the wales, when wales an required. Minimum size* of members an specified for use in different type* of Mil There an six table* of information, two for each soil type. The soil type must first be determined in accordance with the soil classification system described in appendix A to subpart P of part 1936. Using the appropriate table, the selection of the site and spacing of the members is then made. The selection i* baaed on the depth and width of the trench where the member* are to be installed aad. in most instances, the selection is also based on the horizontal spacing of die crossbrace*, Instance* when a choice of horizontal spacing of croseoncing is available, the horizontal spacing of the croesbrace* must be choeen by the user before the size of any member can be determined. When the soil type, the width and depth of the trench, end the horizontal •pacing of the erossbraces an known, the sice and vertical spacing of the croeabncea. the size aad vertical spacing of the wales, and the size aod horizontal spacing of the upright* can be read from the appropriate table. (f) Example* to Illustrate the Ute of Table* C-l.l through C-lJ. (1) Example i. A trench dug in Type A soil is 13 feet deep and five feet wide. From Table C-l.l. for acceptable arrangement* of timber can be used. Arrangement *l Space 4X4 erossbraces at six feet horizontally and four feet vertically. Wale* arc not required Space 3x« upright* at six feet horizontally. This arrangement is commonly called "skip Arrangement*! Space 4X0 erossbraces at eight feet horizontally and four feet vertically. Space 8X8 wale* at four feet vertically. Space 2Xo uprights at four feet horizontally. Arrangement S3 Space Ox 6 crossbrace* at 10 feet horizontally and four feet vertically. Space 8 x 10 wale* at four feel vertically. Space 2X8 upright* at five feet horizontally. Arrangements Space 8X8 crossbraces at 12 feet horizontally and four feet vertically. Space 10x10 wales at four feet vertically. Spaces 3x8 uprights at six feet horizontally. (2) Example i A trench dug in Type B soil in 13 feet deep and five fset wide. From Table C-1.2 three acceptable arrangements of members are listed. Arrangement*! Space 8x8 erossbraces at six feet horizontally and five feet vertically. Space 8x8 wales at five feet vertically. Space 2x8 uprights at two feet horizontally. Space 8X8 crossbnce* at eight feet horizontally and five feet vertically. Space 10X10 wale* at five feet vertically. Space 2x8 upright* at two feet horizontally. Arrangement *3 Space 8x8 crossbraces at 10 feet horizontally and five feet vertically. Space 10X12 wales at five feet vertically. Space 2X8 uprights at two feet vertically. (3) Example 3. A trench dug in Type C soil is 13 feet deep and five feet wide. From Table C-lJ two acceptable arrangements of members can be used. Arrangement*! Space 8x8crossbraces st six feet horizontally aad five feet vertically. Space 10X12 wales at five feet vertically. Position 2x8 uprights as closely together as possible. If water must be retained use special tongue and groove uprights to form tight sheeting. Arrangement*! Space 8X10 crossbraces at eight feet horizontally and five feet vertically. Space 12X12 wales at five feet vertically. Position 2X8 uprights in a dose sheeting configuration unless water pressure must be resisted. Tight sheeting must be used where water must be retained. (4) Example 4. A trench dug in Type C soil is 20 feel deep and 11 feet wide. The size and spacing of member* for the section of trench that is over IS feet in depth is determined using Table C- 13. Only one arrangement of members i* provided. Space 8x 10 crossbraces at six feet horizontally and five feet vertically. Space 12X12 wale* at five feet vertically. Use 3x6 tight sheeting. Use of Table* C-2.1 through C-2J would follow the same procedure*. (g) Note* for all Table*. 1. Member sizes si spacing* other than indicated ire to be determined a* specified in 11028.852(0). "Design of Protective Systems." TUT 004 Procedure No. HS307 Revision No. 0 Date June 8, 1990 Federal Register / Vol 54. No. 209 / Tuesday. October 31. 1989 / Rules and Regulations 45973 Z. When conditions an saturated or 3. All spacing indicated Is measured center shall not exceed 42 tnche*. Mudsills are submerged use Tight Sheettog. Tight Sheeting to center. wales that an installed at the toe of the refers to the use of specially-edged timber 4. Wales to be installed with greater trench side. planks (•*. tongue and groove) at least three dimension horizontal ft. Trench jacks may be used in Um of or in inches thick, steel sheet piling, or similar 5. tf the vertcaJ distance from the center of combination with timber croasbraces. construction that when driven or placed in the lowest craeebrace to the bottom of the 7. Placement cfcroasbracea When the trench exceeds two and ooe^alf feet vertical spacing of crossbreces is four feet uprights shall be flnnly embedded or a place the top crassbrace no more than two mndsill shall be need, When uprights an feet below the top of the trench. When the loss of backfill material dose Sheeting refers MOedc^d the vertical distance from the vertical spacing of erossbreces is five feet to the placement of planks side-by-eide center of the lowest crassbrace to the bottom place the top cnesbre.ee no mon than U feet allowing as little space as possible between of the trench shall not exceed 38 Inches, below the top of the trench. them. When mudsills are used, the vertical distance HUM COM ««*»•• TUT 004 HC 0 o X TABLE C-l.l TIMBER TRENCH SHORING — MINIMUM TIMBER REQUIREMENTS * SOIL TYPE A P • 25 X H + 72 p$f (2 ft Surcharge) O DEPTH OF TRENCH (FEET) 5 TO rt 10 TO 15 15 TO 20 OVER 20 SIZE {ACTUAL) AND SPACING OF MEMBERS ** CROSS BRAC HORIZ. SPACING (FEET) UP TO 6 UP TO 8 UP TO 10 UP TO 12 UP TO $ UP TO 8 UP TO 10 UP TO 12 UP TO 6 UP TO 8 UP TO 10 UP TO 12 WIDTH OF TRENCH IIP TO 4 4X4 4X4 4X6 4X6 4X4 4X6 6X6 6X6 6X6 6X6 8X8 8X8 UP TO 6 4X4 4X1 4X6 4X6 4X4 4X6 6X5 6X6 6X6 6X6 8X8 8X8 UP TO 9 4X6 4X5 4X6 6X6 4X6 6X6 6X6 6X6 6X6 6X6 8X8 8X8 :$ i FEET) UP TO 12 6X6 6X6 6X6 6X6 6X6 6X6 4X8 6X8 6X8 6X8 8X8 8X8 UP TO 15 6X6 6X6 6X6 6X6 6X6 ' 6X6 6X8 6X8 6X8 6X8 8X10 8X10 VERT. SPACING (FEET) 4 4 4 4 4 4 4 4 4 4 4 4 MALES SIZE (IN) Not Reo'd (lot Req'd 8X8 8X8 Not Reo'd 8X8 8X10 10X10 6X8 8X8 8X10 10X10 VERT. SPACING (FEET) * » . 4 4 4 4 4 4 4 4 4 UPRIGHTS MAXIMUM ALLOWABLE HORIZONTAL SPACING (FEET) CLOSE. 3X6 3X6 3X6 3X6 4 2X6 5 2X6 2X6 k 2X6 2X6 3X8 3X8 ft 2X8 SEE NOTE 1 * Mixed oak or ** Manufactured equivalent with a bending strength members of equivalent strength may not less than 850 psl. by substituted for wood. i I -O 0 70 T> f» Pi tt> -> 10 rf < O n> a> -•• o </> n> u> -«• o. »— o c 3 -» of-, n *» vo oo ID O OJ if) O O -J TABLE C-l.2 TIMBER TRENCH SHORING — MINIMUM TIMBER REQUIREMENTS * SOIL TYPE B P - 45 X H » 72 p«f (2 ft. Surcharge) * Mixed oak or equivalent with a bending strength not less than 850 pal. ** Manufactured members of equivalent strength may by substituted for wood. DEPTH OF TRENCH (FEET) 5 TO 10 10 TO 15 15 TO 20 OVER 20 SIZE (ACTUAL) AMD CROSS BRACES HORIZ. SPACING (FEET) UP TO b UP TO 8 UP TO 10 See Note 1 UP TO 6 UP TO 8 UP TO 10 Sec Note 1 UP TO 6 UP TO 8 UP TO 10 Sec Note 1 WIDTH OF UPTO 4 4X6 6X6 6X6 6X6 6X8 8X8 6X8 8X8 8X10 UP TO 6 4X6 6X6 6X6 6X6 6X8 8X8 6X8 8X8 8X10 TRENCH UP TO 9 6X6 6X6 6X6 6X6 6X8 8X8 6X8 8X8 8X10 (FEET) UP TO 12 6X6 6X8 6X8 6X8 8X8 8KB 8X8 8X8 8X10 UP TO 15 6X6 6X8 6X8 6X8 8X8 8X10 8X8 8X10 10X10 VERT. SPACING (FEET) 5 5 5 5 5 5 5 5 5 PACING OP MEMRE WAL SIZE (IN) 6X8 8X10 10X10 8X8 10X10 10X12 8X10 10X12 12X12 ES SP^TNG (FEET) 5 5 5 5 5 5 3 5 5 RS** UPRIGHTS MAXIMUM ALLOWABLE HORIZONTAL SPACING (FEET) CLOSE 3X6 3X6 3X6 2 2X6 2X6 2X6 3 2X6 2X6 2X6 SEE NOTE 1 ____ ——————————————————————————————————————————————————————————————————————————— I tf i i -O O 73 -O CM p> re -i id rt < O re re -•• r> m re co -"• Q. ro o c 3 -i o c_, re -•> c z 3 c z re • o z» < «£> 00 X »— 1/1 «o o ui <£> O O -J H TABLE C-1.3 TIMBER TRENCH SHORING — MINIMUM TIMBER REQUIREMENTS * SOIL TYPE C P - 80 X H * 72 p»f (2 ft. Surcharge) DEPTH OF TRENCH (FEET) 5 TO 10 10 TO IS IS TO 20 OVER 20 SIZE (ACTUAL) AND SPACING OF MEMB CROSS BRACES HORIZ. SPACING (FEET) OP TO 6 OP TO 8 UP TO 10 Sue Note 1 UP TO 6 UP TO 8 $•• Note 1 See Note I UP TO 6 See Note ^ See Note 1 See Note 1 WIDTH OF TRENCH (FEET) UP TO 4 6X8 8X8 8X10 8X8 8X10 • 8X10 UP TO 6 6X8 8X8 8X10 8X8 8X10 8X10 UP TO 9 6X8 8X8 8X10 8X8 8X10 8X10 UP TO 12 8X8 8X8 8X10 8X8 8X10 8X10 UP TO IS 8X8 8X10 10X10 8X10 10X10 10X10 VERT. SPACING (FEET) 5 5 5 S 5 5 SIZE (IN.) 8X10 10X12 12X12 10X12 12X12 12X12 VERT. SPACING (FEKT) S S 5 S S 3 ERS** UPRIGHTS MAXIMUM ALLOWABLE HORIZONTAL SPACING (FEET) (Sue Note 2) CLOSE 2X6 2X6 2X6 2X6 2X6 3X6 SEE NOTE I * Mixed Oak or equivalent with a bending strength not lest than 850 psi. ** Manufactured Berbers of equivalent strength may be substituted for wood •o o so T> » p> n -t 10 «-r < o n n -•• o i/i n u> _. a u> o c 3 -» o o rr> -n c z 3 o n> • <o CD »— to 10 o uj «o o o ->i -iC H TABLE C-2.1 TIMBER TRENCH SHORING — MINIMUM TIMBER REQUIREMENTS * SOIL TYPE A P - 25 X H t 72 psf (2 ft. Surcharge) DEPTH OF TRENCH (FEET) 5 TO 10 10 TO IS IS TO 20 OVER 20 SIZE (S4S) AND SPACING OP MFMRPnc ** HORIZ. SPACING (FEET) UP TO 6 UP TO 8 UP TO \° UP|2 TO UP TO 6 UP TO 8 UP TO 10 IP TO 12 IP TO 6 JP TO 8 JP TO 10 IP TO 12 CROSS BRACES MI UP TO 4 4X4 4X4 4X6 4X6 4X4 4X6 6X6 6X6 6X6 6X6 6X6 6X6 DJU pp UP TO 6, 4X4 4X4 4X6 4X6 4X4 4X6 6X6 6X6 6X6 6X6 6X6 6X6 TRENCH (FEET) UP TO 9 4X4 4X4 4X6 4X6 4X4 4X6 6X6 6X6 6X6 6X6 6X6 6X6 UP TO \2 4X4 4X6 6X6 6X6 6X6 6X6 6X6 6X6 6X6 6X6 6X6 6X8 UP TO IS[ 4X6 4X6 6X6 6X6 6X6 6X6 6X6 6X6 6X6 6X6 6X8 6X8 1 UA VERT SPACING (FEET) 4 4 4 4 4 4 4 4 4 4 4 4 SIZE (Uti Not Req'd ' Not Req'd 8X8 8X8 •Sfr 6X8 8X8 8X10 6X8 8X8 8X10 8X12 ES VERT. SPACING fFERT) Not Req'd Not Req'd 4 4 Re^d 4 4 4 4 4 4 4 UPRIGHTS MAXIMUM ALLOWABLE HORIZONTAL SPACING (FEET) CLOSE 3X6 3X6 3X6 3X6 4 4X6 4X6 4X12 4X12 5 4X6 4X8 6 4X6 4X6 4X10 4X10 8 4X8 SEE NOTE 1 * Douglas fir or equivalent with a bending strength not leas than 1SOO pal, ** Manufactured neabera of equivalent strength nay be substituted for wood. T> O 70 -O p> 01 n -\ <£> «-•• < o n n> -"• n i/i n> u> -•• o. x* o c 3 1 o c^ ID -t| C Z 3 O Z n> • o 4k • vO CD VO O HC W CJIw TABLE C-2.2 TIMBER TRENCH SHORING — MINIMUM TIMBER REQUIREMENTS * SOIL TYPE B P - 45 X H t 72 psf (2 ft. Surcharge) DEPTH OF TRENCH (FEET) 5 TO 10 10 TO 15 15 TO 20 OVER 20 SUB (81SJ AND SPAC moss RRArrs HOKIZ. SPACING (FEET) UP TO 6 UP TO 8 UP TO 10 See Note 1 UP TO 6 UP TO 8 UP TO 10 See Note 1 UP TO 6 UP TO 8 UP TO 10 See Note 1 WI UP TO 4 4X6 4X6 4X6 6X6 6X8 6X8 6X8 6X8 8X8 DJH OF TRENCH (FEET) UP TO 6 4X6 4X6 4X6 6X6 6X8 6X8 6X8 6X8 8X8 UP TO 9 4X6 6X6 6X6 6X6 6X8 8X8 6X8 6X8 8X8 UP TO 12 6X6 6X6 6X6 6X8 8X8 8X8 6X8 8X8 8X8 UP TO 15 6X6 6X6 6X8 6X8 ' 8X8 8X8 8X8 8X8 8X8 VERT. SPACING (FEET) 5 5 5 5 5 5 5 5 5 »G OF MEMBERS ** UAI SIZE (IK) 6X8 8X8 8X10 8X8 10X10 10X12 8X10 10X12 12X12 ES VERT. SPACING 5 5 5 5 5 5 5 5 S UPRIGHTS MAXIMUM ALLOWABLE HORIZONTAL SPACING (FEET) CLOSE 3X6 3X6 3X6 4X6 4X6 4X6 2 3X8 4X10 4X10 4X10 3 3X12 4X8 4X8 4 4X8 6 4X12 SEE NOTE 1 * Douglas fir or equivalent with a bending strength not less than 1500 psl. ** Manufactured members of equivalent strength may be substituted for wood. I -Q O X> T> o> PI n -i to i-»- < o m n -•• o V) ft CO _.. Q. en o c 3 -i o f - , n -fi C Z 3 o z n> • o .b «o oo >—• is* V3 O to \£> o O ^-i H o en TABLE C-2.3 TIMBER TRENCH SHORING — MINIMUM TIMBER REQUIREMENTS * SOIL TYPE C Pa - 80 X H + 72 psf (2 ft. Surcharge) DEPTH OF TRENCH (FEET) 5 TO 10 10 TO 13 IS TO 20 OVER 20 SIZE (S6S) AND SPA INC OF MFMRFRC HORIZ. SPACING (FEET) UP TO 6 UP TO 8 UP TO 10 See Note 1 UP TO 6 UP TO 8 NoJel Sec Note 1 UP TO 6 Sec Note I See tote 1 See lote 1 CROSS BRACES UI UP TO 4 6X6 6X6 6X6 6X8 8X8 8X8 DTK OF TRENCH rFFFT) UP TO 6 6X6 6X6 6X6 6X8 8X8 8X8 UP TO 3 6X6 6X6 8X8 6X8 8X8 8X8 UP TO 12 6X6 8X8 8X8 8X8 8X8 8X10 UP TO IS 8X8 8X8 8X8 8X8 8X8 8X10 VERT. SPACING (FEET) S S 5 S , S 5 UAL SIZE (IM 8X8 10X10 10X12 10X10 12X12 10X12 fs VERT. SPACING fFEET) S 5 5 5 5 5 ** UPRIGHTS MAXIMUM CLOSE 9X6 3X6 3X6 4X6 4X6 4X6 ALLOWABLE HORIZONTAL SPACING (FEET) SEE NOTE 1 * Douglas fir or equivalent with a bending strength not less than 1SOO pal, ** Manufactured members of equivalent strength nay be substituted for wood. SttUNQ COM "D O TO ~o p> » a> ~t IQ r* < O n> n> -•• o in n> ui ->• o. Oi O C 3 -1 o c_, n -n c z 3 o z n • o 4k • vo oo :r •— \s\ <£> O to »O O O --j Procedure No. HS307 Revision No. 0 Date June 8, 1990 45980 Federal Register / Vol. 54. No. 209 / Tuesday. October 31. 1969 / Rules and Regulations Appendix D to Subpait P Aluminum Hydraulic Shoring for Trenches (a) Scope. This appendix contains information that can be used when aluminum hydraulic shoring is provided is a method of protection against cave-ins in trenches that do not exceed 20 feet (6.1m) in depth. This appendix must be used when design of the aluminum hydraulic protective system cannot be performed in accordance with 11926*52(c)(2). (b) Soil Clarification. In order to use data presented in this appendix the soil type or types in which the excavation is made must first be determined using the soil classification method set forth in appendix A of subpart P of part 1928. (c) Pmentation of Information. Information is presented in several forms as follows: (1) Information is presented m tabular form in Tables D-1.1. D-1A D-1J and B-1.4. Each table presents the maximum vertical and horizontal tpacings that may be used with venous aluminum member sties and various hydraulic cylinder sixes. Each table contains data only for the pwlkular soil type in which the excavation or portion of the excavation is made. Tables D-1.1 and D-li are for vertical shores in Types A and B soil Tables D-t3 and O1.4 are for horizontal waler systems in Types B and C soil. (2) Information concerning the basis of the tabular data and the limitations of the data is presented in paragraph (d) of mis appendix (3) information explaining the use of the tabular data is presented in paragraph (a) of this appendix (4) Information illustrating the use of the tabular data is presented in paragraph (f) of this appendix (5) Miscellaneous notations (footnotes) regarding Table D-1.1 through D-1.4 are presented in paragraph (g) of this appendix (6) Figures, illustrating typical installations of hydraulic shoring, are included fust prior to the Tables. The illustrations page is entitled -Aluminum Hydraulic Shoring: Typical Installations." (d) Batii and limitation* otthu data. (1) Vertical shore rails and horizontal wales are those that meet the Section Modulus requirements in the D-l Tables. Aluminum material Is 6081-19 or material of equivalent strength and properties. (2) Hydraulic cylinders specifications, (i) 2- inch cylinders shell be a mtnfamtiii 2-inch inside diameter with a minimum safe working capacity of no leas than 18400 pounds axial compressive load at maximum extension. Maximum extension is to include full range of cylinder extensions as recommended by product mannfaturer. (U) 3-inch cylinders «t>«n be a minimum 3- inch inside diameter with a safe working capacity of not less than aoon pounds axial compressive load at extensions as recommended by product manufacturer. (3) Limitation of application. (i) It is not intended that the aluminum hydraulic specification apply to every situation that may be experienced in the field. These data were developed to apply to the situations that are most commonly experienced in current trenching practice. Shoring systems for use in situations that are not covered by the data in this appendix must be otherwise designed as specified in 11926.652(c). (ii) When any of the following conditions era present the members specified in the Tables are not considered adequate. In this case, an alternative aluminum hydraulic shoring system or other type of protective system must be designed in accordance with 11926462. (A) When vertical loads imposed on cross braces exceed a 100 Pound gravity load distributed on a one foot section of the center of the hydraulic cylinder. (B) When surcharge loads are present from equipment weighing in excess of 2OOOO pounds. (O When only the lower portion or a trvncn is snorto too the* fM&uUnmf portion of the trench is sloped or benched unless' The sloped portion is sloped at an angle was steep than three horizontal to one vertical: or the members are selected from the tables for ose at a depth which is determined from the top of the overall trench, and not from the toe of the sloped portion. (e) UM of Took* D-1.1, D-1J. D-U and D-1.4. Toe members of the shoring system that an to be selected using this information an the hydraulic cylinders, and either the vertical shore* or the horizontal walee. When a water system is used the vertical timber sheeting to be used is also selected from these tables. The Tables D-U and D-l* for vertical shores era used in Type A and Beoils that do not reqtnra sheeting. Type B soils that may require sheeting, and Type C soils that always require sheeting are found in the horizontal wale Tables D-U aad D-1.4. The soil type ntust first be determined in accordance with the soil classification system described m appendix A to eubpart P of part 1926. Using the appropriate table, the selection of the size and spacing of the members is made. The selection is based on the depth and width of the trench where the members are to be installed. In these tables the vertical spacing is held constant at four feet on center. The tables show the maximum horizontal spacing of cylinders allowed for each size of wale in the water system table*, and in the vertical shore tables, the hydraulic cylinder horizontal spacing is the same as the vertical shore spacing. (f) Example to Illustrat* the Use oftht TaoJtK (1) Example 1: A trench dug in Type A soil la • feet deep and 3 feet wide. From Table D-1.1: Find vertical shores and 2 inch diameter cylinders spaced 6 feet on center (ox.) horizontally and 4 feet on center (ox.) vertically. (See Figures 1A 3 for typical installations.) (2) Example t A trench is dug in Type B soil that does not require sheeting, 13 feet deep and 5 feet wide. From Table D-ii Find vertical shores and 2 inch diameter cylinders spaced 6J feet ox. horizontally and 4 feet ox. vertically. (See Figures 1 a 3 fur typical installations.) (3) A trench is dug in Type B soil that does not require sheeting, but does experience some minor raveling of the trench face. The trench is 13 feet deep and 9 feel wide. From Table D-li Find vertical shores and 2 inch diameter cylinder (with special oversleeves as designated by footnote *Z) spaced S-5 feet ox. horizontally and 4 feet ox. vertically. plywood (per footnote (g)(7) to the D-l Table) should be used behind the shores. (See Figures 2 a 3 for typical installations.) (4) Example 4: A trench is dug in previously disturbed Type B soil with characteristics of a Type C soil, and will require sheeting. The trench is 18 feet deep and 12 feet wide. 6 foot horizontal spacing between cylinders is desired for working space. From Table D-l j; Find horizontal wale with a section modulus of 14J spaced at 4 feet ox. vertically and 3 inch diameter cylinder spaced at 9 feet maximum ox. horizontally. 3X12 timber sheeting is required at dose spacing vertically. (See Figure 4 for typical installation.) (5) Example & A trench is dug in Type C soil. 9 feet deep and 4 feet wide. Horizontal cylinder spacing in excess of 6 feet U desired for working space. From Table D-1.4: Find horizontal wale with a section modulus of 7 a and 2 inch diameter cylinders spaced it B.S feet ox. horizontally. Or. find horizontal wale with a 144 section modulus and 3 inch diameter cylinder spaced at 10 feet ox. horizontally. Both wales are spaced 4 feet ox. vertically. 3x12 timber sheeting is required at dose spacing vertically. (See Figure i for typical installation.) (g) footnote*, and general note*, for Tables D-1.1. D-U. D-L3. and D-1.1. (1) For applications other than those listed in the tables, refer to 1 192&6S2(c)(2) for use of manufacturer's tabulated data. For trench depths in excess of 20 feet refer to I 192MS2(cX2) and 1 1926JS2(cX3). (2) 2 inch diameter cylinders, at this width. thai1 have structural steel tube (U x U X0.187S) oversleeves, or structural oversleeves of manufacturer's specification. extending the full coUapeed length. (3) Hydraulic cylinders capacities, (i) 2 inch cylinders shall be a minimum 2-inch inside diameter with a safe working capacity of not less than 16400 pounds axial compressive load at maximum extension. Maximum extension is to include full range of cylinder extensions aa recommended by product (ii) 3-inch cylinders shall be a minimum 3- inch inside diameter with a safe work capacity of not less than 3OOOO pounds axial compressive load at •"«'"«•"" extension. Maximum extension is to include full range of cylinder extensions as recommended by product manufacturer. (4) All spacing indicated is measured center to center. (5) Vertical shoring rails shall have a minimum section modulus of 0.40 inch. (6) When vertical shores are used, there must be a •"•""""«" of three shores spaced equally, horizontally, in a group. (7) Plywood shall be 1.125 in. thick softwood or O.TS inch, thick. 14 ply. arctic white birch (Finland form). Please note that plywood is not intended as s structural member, but only for prevention of local raveling (sloughing of the trench face) between shores. TUT OO4 Procedure No. HS3Q7 Revision No. 0 Date June 8, 1990 Federal Raybter / Vol. 54. No. 209 / Tuesday. October 31. 1989 / Rules and Regulations 45901 (8) See appeadix C for timber specification*. (9) Wale* are calculated for *imple (pan conditions. (10) Sea appeadix D. item (d). for ba*i* and limitation* of the data. MJJNQ COM 4*«*-J*-H TUT O04 2056 Procedure No. HS307 Revision No. Q Date June 8, 1990 RGURE NO. i VC3TCM. MJJUMM ALUMINUM HYDRAULIC SHORING TYPICAL INSTALLATIONS FIGURE NO. 2 4> HAI VCIUCAl MIL VERTICAL IAII NTOIAUUC CTktIOCI 4' NAI «TO«AULIC CTLIIDCI PLTW009 MAX. FIGURE NO. 3 U H I 6 I T i* M A X . vetricAi IAU HTOIAULIC CTLlNOCt TUT OO4 2O57 -IcH TABLED-1.1 ALUMINUM HYDRAULIC SHORING VERTICAL SHORES FOR SOIL TYPE A DEPTH OF TRENCH (FEET) OVER 5 UP TO 10 OVER 10 UP TO IS OVER IS UPTO 20 OVER 20 HYDRAULIC CYLINDERS MAXIMUM HORIZONTAL SPACING (FEET) 8 8 7 MAXIMUM VERTICAL SPACING (FEET) 4 WIDTH OF TRENCH (FEET) UPTO8 2 INCH DIAMETER OVER 8 UP TO 12 2 INCH DIAMETER NOTE (2) OVER 12 UP TO 15 3 INCH DIAMETER NOTE(I) WO Ul CD Footnotes to tables, and general notes on hydraulic shoring, arc found in Appendix D, Item (g) Note(l): See Appendix D, Item (g) (I) Note (2): See Appendix D, Item (g) (2) TO O TO TJ pi PI (V -I tO r» < O n n> -•• n i/i n> f*. -j. Oi o oc 3 O n> • oo H C TABLED -1.2 ALUMINUM HYDRAULIC SHORING VERTICAL SHORES FOR SOIL TYPED DEPTH OF TRENCH (FEET) OVER 5 UP TO 10 OVER 10 UP TO 15 OVER 15 UP TO 20 OVER 20 HYDRAULIC CYLINDERS MAXIMUM HORIZONTAL SPACING (FEET) 8 6.5 5.5 MAXIMUM VERTICAL SPACING (FEET) • 4 WIDTH OF TRENCH (FEET) UP TO 8 2 INCH DIAMETER OVER 8 UP TO 12 2 INCH DIAMETER NOTE (2) OVER 12 UP TO 15 3 INCH DIAMETER NOTE(I) Footnotes to tables, and general notes on hydraulic shoring, are found in Appendix D, Item (g) Note (I): See Appendix D, Item (g) (I) Note (2): See Appendix D, Item (g) (2) wo I pi in n ~i UO rt < O n> n> -*• o 1/1 re ^ -•• Q. t- o c o c- n> -ti C Z 3 o z » • o A VD OO .— to <£> o UJ >p o O ^J Ja TABLED 1.3 ALUMINUM HYDRAULIC SHORING WALER SYSTEMS FOR SOIL TYPE B DEPTH OF TRENCH (FEET) OVER 5 UP TO 10 OVER 10 UP TO IS OVER IS UP TO 20 OVER 20 WALES VERTICAL SPACING (FEET) 4 4 4 • SECTION MODULUS (IN1) 3.5 7.0 14.0 3.5 7.0 14.0 3.5 7.0 14.0 HYDRAULIC CYLINDERS WIDTH OF TRENCH (FEET) UPTO8 IJORIZ. SPACING 8.0 90 12.0 6.0 8.0 10.0 5.5 6.0 9.0 CYLINDER DIAMETER 2 IN 2 IN 3 IN 2 IN 3 IN 3 IN 2 IN 3 IN 3 IN OVER 8 UP TO 12 HOR1Z. SPACING 8.0 9.0 12.0 6.0 8.0 10.0 5.5 6.0 9.0 CYLINDER DIAMETER 2 IN NOTE(2) 2 IN NOTE(2) 3 IN 2 IN NOTE(2) 3 IN 3 IN 2 IN NOTE(2) 3 IN 3 IN OVER 12 UP TO1 5 HOR1Z. SPACING 8.0 9.0 12.0 6.0 8.0 10.0 5.5 6.0 9.0 CYLINDER DIAMETER 3 IN 3 IN 3 IN 3 IN 3 IN 3 IN 3 IN 3 IN 3 IN TIMBER UPRIGHTS MAX.HORIZ.SPACING (ON CENTER) SOLID SHEET —— —— 3x12 2 FT. —— 3x12 —— 3 FT. 3x12 —— —— NOTE(I) Footnotes to tables, and general notes on hydraulic shoring, are found in Appendix D, Item (g) Notes (I): See Appendix D. item (g) (I) Notes (2): Sec Appendix D, Item (g) (2) * Consult product manufacturer and/or qualified engineer for Section Modulus of available wales. I r i i f -o o yo -o PI pi (O -I (O r* < O n n -*• o i/> n> .u — a. »\j o c 3 -1 O t— fD -»l C Z 3 O Z n • o \D CO t— «/> \O O Ul <£> O O -J TABLED-1.4 ALUMINUM HYDRAULIC SHORING WALER SYSTEMS FOR SOIL TYPE C DEPTH OF TRENCH (FEET) OVER 5 UP TO 10 OVER 10 UP TO 15 OVER 15 UP TO 20 OVER 20 WALES VERTICAL SPACING (FEET) » 4 4 4 • SECTION MODULUS (IN 1) ^ 3.5 7.0 140 3.5 7.0 14.0 3.5 7.0 14.0 HYDRAULIC CYLINDERS WIDTH OF TRENCH (FEET) UP TO 8 HORIZ. SPACING 6.0 6.5 10.0 4.0 5.5 8.0 3.5 5.0 6.0 CYLINDER DIAMETER 2 IN 2 IN 3 IN ,2 IN 3 IN 3 IN 2 IN 3 IN 3 IN OVER 8 UP TO 12 HORIZ. SPACING 6.0 6.5 10.0 4.0 5.5 8.0 3.5 5.0 6.0 CYLINDER DIAMETER 2 IN NOTEU) 2 IN NOTE(2) 3 IN 2 IN NOTE(2) 3 IN 3 IN 2 IN NOTE(2) 3 IN 3 IN OVER 12 UP TO 15 HORIZ. SPACING 6.0 6.5 10.0 4.0 5.5 8.0 3.5 5.0 6.0 CYLINDER DIAMETER 3 IN 3 IN 3 IN 3 IN 3 IN 3 IN 3 IN 3 IN 3 IN TIMBER UPRIGHTS MAX.HORIZ SPACING (ON CENTER) SOLID SHEET 3x12 3x12 3x12 2 FT. —— —— —— 3 FT. —— —— —— NOTE (1) Footnotes to tables, and general notes on hydraulic shoring, are found in Appendix D, Item (g) Notes (I): See Appendix D, item (g) (I) Notes (2): See Appendix D, Item (g) (2) * Consult product manufacturer and/or qualified engineer for Section Modulus of available wales. «UMO COM MW-M-C I fg -O O TO TO o» en n -t <o <-t < o n (P -•• n i/i n A _l. Q. u» o c 3 1 O O rt> -t> c z OO t— \Sl to o u> to o O -J Procedure No. HS307 Revision No. 0 Date June 8, 1990 Federal lUgfater / VoL 54. No. 209 / Tuesday. October 31 1989 / Rules «nd Regulation! 45987 AppendtoE to Subpert P-AlteriMUvM to Timber Shoring Figure 1. Aluminum Hydraulic Shoring 18" "AX. *• M A X . V E R T I C A L * S P A C I N G ; V E I T I C A L I A I L N T O I A U L I C 2' MAX. Figure 2. Pneumatic/hydraulic Shoring [ l> o o o o —— I n r TUT 004 2062 Procedure No. HS307 Revision No. 0 Date June 8, 1990 45968 Fedeni lUgUter / Vol 54. No. 209 / Tuesday. October 31.1989 / Roles cad Regulation* Figure 3. Trench Jacks (Screv Jacks) 1 Figure 4. Trench Shields TUT OO4 2O63 Procedure No. HS307 Revision No. 0 Date June 8, 1990 Fedmal Register / Vol. 54. Na 209 / Tuesday. October 31. 1988 / Rules and Regulations 45989 Appendix F to Subpsrt P—Sanction of Protective Systems The following figure* an a graphic summary of the requirement* contained in Mtopert P for excavation* 20 feet or lew in depth. Protective systems for uae in excavation* more than 20 feet in depth must be designed by a registered professional engineer in accordance with 11826452 (b) and (c). . «»•—« Is chere potential for cave.-in? NO YES Stoning selected. Co to Figure 2 Is the excavation than 5 feet in depth? NO VPS Is the excavation entirely in stable rock? Excavation may be made with vertical sides. YES Excavation imist be sloped, shored, or shielded. Shoring or shielding selected. Co to Figure 3 1 - PRELIMINARY DECISION'S SUMO COM <* «-**•• TUT 004 2064 Procedure No. HS307 Revision No. 0 Date June 8, 1990 45990 Federal Register / VoL 54. No. 209 / Tuesday. October 31.1989 / Role* and Regulations Sloping selected as the method of protection Will soil classification be made in accordance with 51926.652 (b)? YES NO Excavation must comply with one of the following three options: Option 1: ,§1926.652 (b)(2) which requires Appendices A and B t» be followed Option 2: 51926.652 (b)(3) which requires other tabulated data <see definition) to be followed. Option 3: il926.652 (b)U) which requires the excavation to be designed by a registered professional engineer. Excavations must comply withSI926.652 (b)(l) which requires a slope of FICTTIE I - SIJDPING OPTIONS TUT O04 2065 Procedure No. HS307 Revision No. 0 Date June 8, 1990 Federal lUgbtat / VoL 54. No. 209 / Tuesday. October 31.1989 I Rules and ReguUtJons 45991 Shoring or shielding selected as the method of protection. Soil classification is required when shoring or shielding is used. The excavation oust comply with one of the following four options: Option 1 51926.652 <c)(l) which requires Appendices A and C to be followed (e.g. timber shoring). Option 2 Si926.652 (c)(2) which requires manufacturers data to be followed (e.g. hydraulic shoring,trench jacks, air shores, shields). Option 3 51926.652 (c)(3) which requires tabulated data (see definition) to be followed (e.g. any system as per the tabulated data). Option 4 £1926.652 (c)(4) which requires the excavation to be designed by a registered professional engineer (e.g. any designed system). FIGURE 3 - SHORING AND SHIELDING OPTIONS |FR Doe. M-23217 Bhd 10-90-Mc MS am) TUT 004 2O66 Procedure No. HS307 Revision No. 0 Date June 8, 1990 EXCAVATION AND TRENCHING NOTIFICATION LOG Date:__________ IT Project Number: Profit Center:______ OSHA Permit Required: YES___ N0_ Customer:_________________ Project Manager:________ IT H & S Internal Permit Number:________ Comments:___________________________________________ **************************************************************** Date:__________ IT Project Number:__________ Profit Center:________ OSHA Permit Required: YES___ N0_ Customer:____________________ Project Manager:_________ IT H & S Internal Permit Number:________ Comments:________________________________________ **************************************************************** Date:__________ IT Project Number:__________ Profit Center:______ OSHA Permit Required: YES___ N0_ Customer:________________ Project Manager:________ IT H & S Internal Permit Number:________ Comments:________________________________________ ***************************************************************4 Date:__________ IT Project Number:__________ Profit Center:______ OSHA Permit Required: YES___ NO_ Customer:________________ Project Manager:________ IT H & S Internal Permit Number:________ Comments:_____________________________________ *********************************************** Form HS3O7.2 TUT 004 2067 TRENCH/EXCAVATION NOTIFICATION WORKSHEET Project Number _______________ Project Name ___ Customer's Name: ____________________________ Specific Jobsite Location: Nearest Major Cross Street:, City: ____________________ County: Name and Title of Site Supervisor:_____ Starting Date: _______ Estimated Completion Date: High Voltage Lines in Proximity: YES____ NO____ How Near_ Depth Range (ft): __ __ Width Range (ft):__ __ Length (ft) min max min max Project Description: Anticipated Soil Condition: Hard Compact__ Unstable__ Running_ Ground Protection Method: Shoring____ Sloping Trench Shield Alternate ALL METHODS MUST MEET ACCEPTED ENGINEERING REQUIREMENTS. PLANS MUST BE KEPT ON-SITE. Describe Chemical Hazards at Site: Subcontractor's Name: Equipment to be Used: Design Engineer: ___________ Project Supervisor: Phone: ( ) ______________ Health & Safety Use Only IT Permit Number: ______ Date Issued: _________ Expires: Issued By:_________ CAL/OSHA Notification: Date:_____ By:______________ District Office: Contact: PonnHS307.1 TUT 004 2068 EXCAVATION AND TRENCHING NOTIFICATION LOG Date:__________ IT Project Number: Profit Center:______ OSHA Permit Required: YES___ N0_ Customer:_________________ Project Manager:_________ IT H & S Internal Permit Number:________ Comments:__________________________________________ **************************************************************** Date:__________ IT Project Number:__________ Profit Center:______ OSHA Permit Required: YES___ NO_ Customer:_________________ Project Manager:_____.______ IT H & S Internal Permit Number:________ Comments:________________________________________ **************************************************************** Date:__________ IT Project Number:__________ Profit Center:______ OSHA Permit Required: YES___ N0_ Customer:________________ Project Manager:________ IT H & S Internal Permit Number:________ Comments:________________________________________ **************************************************************** Date:__________ IT Project Number:__________ Profit Cent«r:______ OSHA Permit Required: YES___ N0_ Customer:________________ Project Manager:________ IT H & S Internal Permit Number:________ Comments: ______________________________________ *********************************************** FormKS307.2 TUT OO4 2O69 TRENCH/EXCAVATION NOTIFICATION WORKSHEET Project Number _______________ Project Name ___ Customer's Name: ___________________________ Specific Jobsite Location: Nearest Major Cross Street:, City: ____________________ County: Name and Title of Site Supervisor:_____ Starting Date: _______ Estimated Completion Date: High Voltage Lines in Proximity: YES___ NO___ How Near. Depth Range (ft): __ __ Width Range( ft):__ __ Length( ft): min max min max Project Description: Anticipated Soil Condition: Hard Compact__ Unstable__ Running^ Ground Protection Method: Shoring____ Sloping Trench Shield___ Alternate «LL METHODS MUST MEET ACCEPTED ENGINEERING REQUIREMENTS. FLANS MUST BE KEPT ON-SITE. Describe Chemical Hazards at Site: Subcontractor's N< Equipment to be Used: Design Engineer: ___________ Project Supervisor:____ Phone: ( ) ______________ Health & Safety Use Only IT Permit Number: ______ Date Issued: ______ Expires: Issued By;_________ CAL/OSHA Notification: Date:_____ By.\ District Office: Contact: FbzmKS307.1 TUT 004 2070 EXCAVATION AND TRENCHING NOTIFICATION LOG Date:__________ IT Project Number: Profit Center:______ OSHA Permit Required: YES___ N0_ Customer:________________________ Project Manager:________ IT H & S Internal Permit Number:________ Comments: _____________________________________________________________ **************************************************************** Date:__________ IT Project Number:__________ Profit Center:______ OSHA Permit Required: YES___ N0_ Customer:________________ Project Manager:________ IT H & S Internal Permit Number:____________ Comments:__________________________________________ **************************************************************** Date:__________ IT Project Number:__________ Profit Center:______ OSHA Permit Required: YES___ N0_ Customer:________________ Project Manager:________ IT H & S Internal Permit Number:_________ Comments:________________________________________________________________ ***************************************************************< Date:__________ IT Project Number:___________ Profit Center:______ - OSHA Permit Required: YES___ N0_ Customer:____________________ Project Manager:________ IT H & S Internal Permit Number:________ Comments: _____________________________________________________ *********************************************** FbrmHS307.2 TUT 004 2071 APPENDIX D EXPOSURE CONTROL PLAN MGS/STTHOM-2.BPR//5-93/HS TUT 004 2072 Table of Contents X.O Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-1 X.I Definition . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-1 X.I.I Hepatitis B Virus . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-1 X.I.1.1 Hepatitis Exposure Symptoms . . . . . . . . . . . . . . . . . . . . X-1 X.1.2 Human Immunodeficiency Virus . . . . . . . . . . . . . . . . . . . X-1 X.I.2.1 Human Immunodeficiency Virus Exposure Symptoms . . . . . X-2 X.2 Exposure Determination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-2 X.2.1 Means of Transmission . . . . . . . . . . . . . . . . . . . . . . . . . X-2 X.3 Measures for Prevention . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-3 X.3.1 Universal Precautions . . . . . . . . . . . . . . . . . . . . . . . . . . X-3 X.3.2 Engineering Controls . . . . . . . . . . . . . . . . . . . . . . . . . . X-3 X.3.3 Work Practice Controls . . . . . . . . . . . . . . . . . . . . . . . . . X-3 X.3.3.1 Minimization of Contact . . . . . . . . . . . . . . . . . . . . . . . . X-4 X.3.4 Personal Protective Equipment . . . . . . . . . . . . . . . . . . . . X-4 X.3.5 Waste Handling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-5 X.3.6 Waste Disposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-5 X.4 Medical Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-5 X.4.1 Hepatitis B Vaccination . . . . . . . . . . . . . . . . . . . . . . . . . X-5 X.4.2 Post-Exposure Procedures and Evaluation . . . . . . . . . . . . . . X-5 X.4.2.1 Documentation Procedures . . . . . . . . . . . . . . . . . . . . . . . X-5 X.4.2.2 Blood Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-6 X.4.2.2.1 Source Individuals . . . . . . . . . . . . . . . . . . . . . X-6 X.4.2.2.2 Exposed Employees . . . . . . . . . . . . . . . . . . . . X-6 X.4.3 Post-Exposure Medical Evaluations . . . . . . . . . . . . . . . . . X-6 X.5 Hazard Communication . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-6 X.5.1 Warning Labels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-6 X.5.2 Warning Signs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-6 X.5.3 Employee Training Program . . . . . . . . . . . . . . . . . . . . . . X-6 X.6 Recordkeeping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-7 X.6.1 Training Records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-7 X.6.2 Medical Records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-7 X.6.2.1 Confidentiality . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-8 X.6.2.2 Maintenance and Transfer of Records . . . . . . . . . . . . . . . . X-8 X.6.3 Incident Recording . . . . . . . . . . . . . . . . . . . . . . . . . . . . X-8 Attachments STTHOM-2/APP-D/4-94/MS i TUT OO4 2073 ATTACHMENTS. 1. Exposure Control Plan Acknowledgment Form 2. Bloodborae Pathogens Employee Training Quiz STTHOM-2/APP-D/4-94/MS ii TUT OO4 2074 X.O Introduction This Exposure Control Plan presents health and safety guidelines for designated first aid and cardiopulmonary resuscitation (CPR) care providers. In order to meet the requirements of Occupational Safety and Health Administration (OSHA) 29 Code of Federal Regulations (CFR) §1910.151, during day shift operations, at least one person on site will be designated and adequately trained in first aid and CPR, in the requirements of the Bloodbome Pathogens Standard as listed in 29 CFR §1910.1030, IT Procedure HS512, and in the contents of this plan. X.I Definition Bloodborne pathogens are those agents (i.e., bacteria, virus, fungi) found in blood, blood components, certain body fluids, and other materials, objects, or surfaces that have had contact with blood that are capable of causing human disease or death to unprotected people who came into contact with blood or blood-affected items. Diseases caused by bloodbome pathogens include, but are not limited to, hepatitis B virus (HBV), human immunodeficiency virus (HTV), hepatitis C, malaria, and syphilis. The most significant and of greatest concern are HBV and fflV. X. 1.1 Hepatitis B Virus HBV is the major bloodbome pathogen hazard that first aid/CPR care providers are more likely to encounter. The HBV can remain infectious for up to 10 days even in dried blood. The virus adversely affects 8,000 to 10,000 workers annually resulting in approximately 200 deaths each year. X. 1.1.1 Hepatitis Exposure Symptoms Hepatitis means "inflammation of the liver" causing severe liver damage or cirrhosis. Exposure symptoms include fever, fatigue, nausea, vomiting, muscle aches, loss of appetite, and jaundice (yellowing of the eyes or skin). Hepatitis diagnosis is difficult because some symptoms are similar to the flu and may remain mild for an extended period of time. Presently, no cure exists for hepatitis, but it can be prevented with a vaccination. X. 1.2 Human Immunodeficiency Virus HTV attacks and deteriorates the body's immune system and eventually weakens it to the point that infection sets in causing the disease Acquired Immune Deficiency Syndrome (AIDS). HTV is primarily transmitted through sexual contact, but may also be transmitted through contact with STTHOM-2/APP-D/4-94/MS x-1 TUT 004 2075 blood and body fluids. HIV is not transmitted by touching or working with people who are HI V- positive. X.1.2.1 Human Immunodeficiency Virus Exposure Symptoms HIV leads to AIDS-related illnesses which eventually cause neurological problems, cancer, pneumonia, and death. People carry the virus for many years of their lives without experiencing any symptoms. Upon development, symptoms may include weight loss, skin lesions, dry cough, fever, fatigue, diarrhea, or swelling of the lymph glands. Presently, no cure exists for HIV or AIDS and no vaccination is currently available. X.2 Exposure Determination The purpose of the guidelines in this plan are designed to limit occupational exposure of site workers to infectious blood materials which could result in disease or possibly death. The contents of this plan are intended to protect the designated IT employees trained in first aid and CPR that are responsible for administering medical assistance to site workers. The designated IT employees governed by this plan are those currently trained in First Aid/CPR practices. X.2.1 Means of Transmission The major activity that may expose any of these designated IT employees to bloodborne pathogens is their response and care to on-site personal injuries, or decontamination of equipment/surfaces contaminated by blood or other potentially infectious materials during the incident. These designated IT employees could be subject to bloodborne pathogens during rendering of first aid or CPR by accidental exposure due to: • Punctures through the skin with a contaminated sharp object (i.e., scissors) • Contact or absorption of blood or blood-contaminated objects through open or broken skin (i.e., cuts, scratches, rashes) • Blood splashes to their eyes, nose, or mouth or other mucous membranes. TORR/GHASP/4-93/HS X-2 TUT OO4 2076 Workers can reduce their risk of contacting HBV or HIV by implementing the recommended work practices (outlined in this plan) before, during, and after responding to emergency medical incidents involving personal injuries. X.3 Measures for Prevention The establishment of work practice controls is an integral part of an effective exposure control plan in preventing accidental infection of employees. These work practices are designed to protect employees from reasonably foreseeable occupational exposures to bloodbome pathogens from blood and other potentially infectious material. The work practice controls outlined in this section are applicable to the administration of first aid in emergency situations and subsequent cleanup only. X.3.1 Universal Precautions Universal precautions is an approach to infection control which operates on the assumption that all human blood and bodily fluids are to be treated as if they are known to be contaminated with HIV, HBV, or other infectious diseases. Universal precautions shall be implemented whenever there exists a foreseeable potential for contact with blood or bodily fluids. X.3.2 Engineering Controls Due to the remote location of the worksite, the nature of work in outdoor locations with potential exposure to airborne chemical contaminants, and the potential for exposure being limited to emergency situations, the implementation of engineering controls is not feasible. Exposure control shall be accomplished through implementation of work practice controls and use of personal protective equipment. X.3.3 Work Practice Controls Work practice controls shall be instituted whenever foreseeable potential contact with, or exposure to, blood and bodily fluid exists. Examples of situations in which these controls are to be implemented include, but are not limited to, accidents or injuries in which administration of first aid is required, application of bandages to minor cuts and abrasions of another person, and contact with sores, wounds, or broken skin. Following are specific work practice controls that shall be implemented: • Open wounds or cuts will be promptly bandaged. TORR/GHASIV4-93/HS X-3 • Wash hands and face as soon as possible after administering first aid or CPR. If wash facilities are not readily available, stock disposable one-time use towelettes. • No eating, drinking, or smoking is allowed in any work area where a potential exists for occupational exposure to blood borne pathogens. • Non-disposable equipment or materials that have or may have blood or infectious fluid contact must be washed immediately after their use. (A 1 to 10 solution of bleach and water is recommended proper decontamination.) • Any clothing that becomes contacted with blood or infectious fluids shall be removed as soon as possible after administering first aid or CPR. • No personal clothing that becomes contacted with blood or infectious fluids shall be laundered off-site. • Ensure that first-aid kits on-site are equipped with a pair of surgical gloves and CPR mouthpieces. X.3.3.1 Minimization of Contact Direct contact with blood and bodily fluids should be kept to an absolute minimum, as required in a particular situation. In situations where direct contact is likely, personal protective equipment shall be worn to help prevent infection. Based upon professional judgment, an employee may choose to temporarily forego the use of PPE if he determines that the use of PPE will further jeopardize his well-being or that of the injured worker. This limited application must be carefully evaluated by the employee. If this does occur, IT is obligated to investigate and document the circumstances in an effort to provide alternative means to avoid further occurrence. X.3.4 Personal Protective Equipment The following are specific personal protective equipment items that shall be implemented: • Always wear hand (i.e. latex or nitrile surgical gloves) and eye (i.e. safety glasses, goggles) protection to administer or apply first aid or CPR. • Always use CPR mouthpieces or ventilation devices. • Inspect PPE prior to use to ensure it is in good working order and without flaws. • Do not reuse gloves once removed. TORRA3HASP/4-93/HS X-4 TUT OO4 2O78 • After use, remove gloves from top to bottom inside-out, not allowing unprotected skin to contact the exterior of the gloves. X.3.5 Waste Handling Disposable items that have or may have blood contact must be bagged separately from other trash. These wastes must be placed in leak proof containers or bags and labeled. A collection container for contaminated articles will be available on-site. Wastes used in medical emergency treatment (i.e. gloves, towels, gauze) shall be disposed in the infectious waste containers). The container will be replaced as needed and not be overfilled. X.3.6 Waste Disposal The waste will remain on site in approved container(s) until an approved disposal facility capable of receiving medical wastes is identified. Disposal of the infectious waste containers) shall be in accordance with applicable local, state, and federal regulations. X.4 Medical Requirements The medial requirements of the exposure control plan include provision of a Hepatitis B vaccination to all exposed employees and post-exposure procedures and evaluation. X.4.1 Hepatitis B Vaccination All potentially exposed employees will have made available to them at no cost a Hepatitis B vaccination. The employee will also receive training as to the vaccine's efficacy, safety, benefits, and consequences prior to administration. The vaccination series shall be initiated prior to assignment and shall be administered under the supervision of a licensed physician. Employees may at their own discretion decline the vaccination, in which case documentation of declination will be completed and employees may be assigned immediately. If an employee covered by this exposure plan decides to accept the vaccination at a later date, the vaccination will be offered at that time at no cost to the employee. X.4.2 Post-Exposure Procedures and Evaluation Subsequent to all reported exposure incidents, a confidential medical evaluation and follow-up shall be made available to each employee exposed in the incidents. TORR/GHASPM-93/HS X-5 TUT 004 2079 X.4.2.1 Documentation Procedures Documentation of the exposure incident shall be recorded as soon as possible, and include the route(s) of exposure, the circumstances surrounding the incident, and the identification of the source individual. X.4.22 Blood Testing X.4.23.1 Source Individuals As soon as feasible, the source individual in an exposure incident will be asked to consent to a blood test to determine HBV and HIV infectivity. Where applicable laws require employee consent, documented consent shall be obtained prior to testing. If an employee refuses the blood test, documentation of the refusal will be made. Documentation of the test results shall be made available to the exposed employee(s). All results should be kept confidential, as criminal and civil penalties may be charged against persons negligently or wilfully releasing such information, depending on local laws. X. 4.2.2.2 Exposed Employees Exposed employees will be asked to consent to a blood test for HBV and HIV serological status. If consent to HIV testing is denied, the blood sample will be preserved for 90 days, within such time the employee may elect to consent to the HIV test. X.4.3 Post-Exposure Medical Evaluations Exposed employees shall receive a healthcare professional's written opinion for post-exposure evaluations. The written opinion shall include the results of the evaluation and any medical conditions resulting from the exposure incident which requires further medical treatment. X.5 Hazard Communication X.5.1 Warning Labels Containers used for disposal of blood contaminated supplies and waste will be labeled in accordance with the word "biohazard." X.5.2 Warning Signs There are no designated areas for medical treatment on site, since first aid will be provided on an emergency basis only, and therefore warning signs are not applicable. In cases of potential TORRA3HASP/4-93/HS X-6 TUT OO4 2080 exposure observers and non essential personnel should be verbally warned to keep a safe distance from injured personnel. X.5.3 Employee Training Program Employee training will be provided at the time of initial assignment and annually thereafter. Additional training will be given as changes in or modification to procedures occur. The training program includes the following elements: • A copy of 29 CFR §1910.1030 for review • Explanations of epidemiology of bloodborne diseases, modes of transport, symptoms of infection • Explanation of the exposure control plan, methods used to recognize tasks with potential exposure • Explanations of use and limitations of control measures • Information on the Hepatitis B vaccination, medical evaluation, post-exposure follow-up • Explanation of warning signs and labels. X.6 Recordkeeping X.6.1 Training Records All employees selected to attend the training program that covers the contents of this plan shall sign the Acknowledgment Form and the Training Attendance Form. The training record will contain the date; training outline; name and qualifications of the trainer, and names and job titles of attendees. At the completion of the training program, all participants must take and pass the training quiz. The training records will be maintained by the IT Training Department for at least three years from the training date. TOMWaiASPM-93/HS X-7 TUT 004 2081 X.6.2 Medical Records Medical records necessary for IT designated employees must include documentation on HBV vaccination status, medical follow-up, post-exposure testing, and a medical professional's written evaluation. X.6.2.1 Confidentiality The employee medical records will be forwarded to EMR for inclusion in the employee's medical file: ENVIRONMENTAL MEDICINE RESOURCES, INC. 4360 Chamblee Dunwoody Road, Suite 202 Atlanta, GA 30341 X.6.23 Maintenance and Transfer of Records IT Corporation shall maintain the employee medical records for the duration of the employee's employment plus 30 years thereafter. If, for whatever reason, IT Corporation no longer does business and no successor exists, IT Corporation will notify the Director of NIOSH in writing three months prior to the disposal of records. If so directed, the records shall be transferred to the Director of NIOSH. X.6.3 Incident Recording An incident that occurs as a result of rendering emergency medical care will be recorded on the OSHA 200 log as OSHA defines work-related injuries and illnesses. TORR/GHASPM-93/HS X-8 TUT 004 2082 TABLES TUT 004 2083 Exposure Control Plan Acknowledgment Form I have read, understand, and will abide by the procedures set forth in this Exposure Control Plan. I will comply with all of the provisions of this Exposure Control Plan and with any additional health and safety requirements which may be required by IT Corporation. Name (Print) Signature Company Date TUT OO4 2084 Bloodbome Pathogens Employee Training Quiz Name (Print):_________________________________ Date: Job Title/Position:__________________________________ Trainer's Name/Qualifications: Check the correct responses (T = True; F = False). T F 1. It is the responsibility of the employer to provide personal protective equipment to employees who have occupational exposure to blood or body fluids. T F 2. The most common communicable bloodborne disease today is Human Immunodeficiency Virus (HIV). T F 3. Persons at risk for exposure to Hepatitis B (HBV) may include emergency responders, residential and nursing home workers, custodians/janitors, law enforcement/corrections personnel, and health care workers. T F 4. The HBV vaccination is the best way to prevent AIDS. T F 5. Universal Precautions means that you must use Personal Protective Equipment only when you come into direct contact with the blood and/or body fluids of someone you don't know. T F 6. An Exposure Incident means that blood or body fluids have entered through the skin or mucous membranes. T F 7. Washing your hands often with soap and warm water is a good way to reduce spreading diseases. T F 8. All potentially infectious waste is to be disposed of in a clear plastic bag so that any bloody materials may be readily seen by the custodian. T F 9. You should always report an Exposure Incident to your supervisor or First Aid Attendant. Signature:______________________________________ Score:. Signature of Trainer:_____________________________________ TUT OO4 2O85 APPENDIX E SITE AND HOSPITAL LOCATION MAPS MGS/STTHOM-2.BPR//5-93/HS TUT OO4 2086 200 400 J^J reer w*«c" SITE PLAN TUTU WELLS SITE SAMPLING, ANALYSIS AND MOMTORING PLAN ST. THOMAS, US. VIRGIN ISLANDS "^•••t* *9* Gerashtv & Miller. Inc. TE1C i^^.t* »• DAN4HT -"*•<»•• PAOULA —— e: M« nAHAHT 4C»vf I' tv*( iMOWN 1 i^tt i j »X»1 I H r-- 03o CM <tO O H3 1- .....u^ crcal.... .,,,,,e<>suci,«>uuir mil, Wesl Inum, i««.ki irusl .11 Fiddle leaf (6). one of Ihe island's i < aled on Government i hy Cnuriiirl, among ollim ( >|MMI <> 10 lo II, . ,used Sundays 775-2811 The rniaurani nl I he Hole! 162* (7) Ik considered one u4 the n (he i .mldiejn; ihotr awtird-witming chef has been noted in Gourmet M^f; j drink and K.IIIIC of h.u L^jmniDii jl the fur in Ihe old Danish kilchen svvvn days. 6 )() lo 10; si'Jling at 5 )0 Reservations at 776-1629. lunch or dinnvr on Ihe detk al ficcolt Marina (•) lets you w.n Hook harlior as you enjoy Ihvir (topular (art;, ipctuding homemade pasta Sunday Iwunch Hj|i|iy hour 4; JO lo 6. lunch 11 lo 3; Dinner 6 lo 10. 7', Virgilio'i (9) in downtown Charlolle Amalie offert Superb llaliai cahlc service in ils charming Euro|>ean style dining room. Seafood a speci 11 30 lo 6:30; Dinner b:30 lo 9: JO. 776-4920. All of these Establishment! proudly welcome The American I N .1 -. i '.. .. !?.- 4.; 'I- • ••.• .1, • -M. .**.. •'••• >. L3W KeeP Left I EMO InvttM you to onjoy our bMuttfut tofand, and to UN your tonk at intent MTVkartrtl "»y«four< p... - • \ ATLANTIC O C ' A N WTHOMAS ^ > * . CARIBBEAN Published!) Earie PublW.. Suite 310, IMCr.. St. Thomas, U$VI Telephooe: AM 77 Appendix B VLEACH Model KW1310/WP1310APP/D6-28-94/R3Kr7pm L'Henri Interim Soil Remediation • VLEACH Model /. Objectives (1) Estimate the potential impact on the underlying groundwater due to the mobilization and migration of tetrachloroethane (PCE) in the vadose zone at O'Henry Laundry, SL Thomas; U.S. Virgin Islands (USVI). (2) Determine soil clean up levels in the vadose zone that will not impact the underlying groundwater above U.S. Environmental Protection Agency (EPA) action limits (5 M-g/L) at the O'Henry Laundry site. //. Method Groundwater impact was estimated using the computer program VLEACH Version 2.0 (Ravi, et al., 1993). VLEACH is a one-dimensional vadose zone leaching model that predicts contaminants behavior within the vadose zone using a finite difference method. ///. Model Development The modelling procedures were similar to those described in Rosenbloom, et al., 1993. A. Assumptions: (1) The vadose zone is assumed to be 20 feet thick and to have an effective porosity of 30 percent. (2) The entire thickness of the vadose zone is homogenous and behaves as a uniform porous media (effective porosity is 30 percent). (3) Recharge rate and moisture content in the vadose zone is constant with depth and time. (4) Instantaneous equilibrium between liquid, vapor, and solid phases. (5) Liquid phase dispersion is neglected. (6) The contaminant is not subject to in situ production or degradation. KN/1310/WP1310APP/06-28-94/F13Kr7pm B-l y (.)(.)4 2O9«"> (7) Nonaqueous phase liquids or any flow conditions derived from variable density are not accounted for in die model. (8) The overburden aquifer is assumed to be 10 feet thick. B. Model Input Parameters: Table B-l Input Parameters in VLEACH Model Chemical Parameters (Ravi. ct aL 1993. Appendix A) Organic Carbon Partition Coefficient (K^) Henry's Law Constant Free Air Diffusion Coefficient (D^) - (Calculated) Water Solubility (C^j) Soil Parameters 375 mVg 0.923 (Dimensionless) 0.66 m2 /day 150mg/L Bulk Density Effective Porosity (<|>) (assumed) Volumetric Water Content (<J>) Fraction Organic Carbon Content f^. Environmental Parameters Recharge rate (q) Concentration of PCE in Recharge Water Concentration of PCE in Atmospheric Water Concentration of PCE at the Water Table Computational Parameters Length of Simulation Period Time Step Output Time Interval Profile Time Interval Size of Cell Number of Cells Number of Polygons 1.35 g/mL 0.3 0.2 0.0002, 0.001, 0.002 0.45 ft/year Omg/L 0 mg/L Omg/L 180 years 1 year 10 years 10 years 0.2ft 100 1 These parameters are summarized in the input files (attached). KN/131Q/WP1310.APP/06-2S-94/F1 3O7pm B-2 TUT OO4 2091 Values for chemical parameters were taken form the VLEACH Manual (Ravi, et al., 1993) except for the free air diffusion coefficient Free air diffusion coefficient for PCE was calculated using the Fuller, Schettler, and Giddings method (Lynmann, et al., 1990 - refer to calculation sheet attached). Figure B-l shows the locations of soil borings and monitoring wells at the O'Henry Laundry. Boring logs from monitoring wells MW02 and MW03 were used to construct a geologic cross section through the modeled area (Figure B-2). Soil boring SS1 is located near the center of the modeled area. Soil types were not logged in soil boring SS1, therefore, soil types and groundwater depths were interpolated from data collected from MW02 and MW04. As shown in the cross section (Figure B-2), auger refusal occurred at a depth of 42 feet in MW02 and at 52 feet in MW04. This implies that depth to bedrock near soil boring SS1 falls within the range of approximately 42 feet to 52 feet. The minimum observed depth to water (measured relative to ground surface) in MW02 is approximately 17 feet. The minimum observed depth to groundwater in MW04 is approximately 29 feet (Figure B-2). This implies that the depth to groundwater near soil boring SS1 is approximately 20 feet Therefore, the vadose zone thickness assumed in the VLEACH model is 20 feet Also, based on the depth to groundwater and depth to bedrock inferred from auger refusal (Figure B-2), the thickness of the overburden aquifer appears to be approximately 23 feet. However, because of the possibility that depth to bedrock may be variable, it is assumed that the average thickness of the overburden aquifer is 10 feet. This assumption is considered conservative since, when calculating PCE concentrations in groundwater, decreasing assumed aquifer thickness results in a proportional increase in PCE concentrations in groundwater. This results in a more stringent cleanup level for vadose zone soils. The soil type at O'Henry Laundry is predominantly a sandy clay loam soil. Soil parameters were taken from Ravi, et al. (1993). For the soil type, a range of soil organic carbon fractions (f^) were used in the modeling to ascertain the effect this parameter has on the migration of the contaminant (PCE) from the vadose zone to the groundwater. Values used for f^ were 0.002, 0.001, and 0.0002. The investigation by Rawls (1983) provides an f^ for sandy clay loam soils of 0.19 percent. However, the soil profile at the O'Henry Laundry site indicates that the organic rich portion of the soil comprises less than 0.19 percent of the column; therefore, a lower f^. would be more representative of the bulk soil properties. Further, high values of f^ resulted in unreasonably low concentrations of PCE in groundwater and in excessive time for PCE to be transported through the vadose zone to groundwater. KN/1310/WP1310.APP/06-28-94/F1 3K)7pm B-3 -w-,o- TLJT O04 2OV, HIGHWAY 38 MW01 HARVEY H CH MW03 B SB10 Scale: 25 50 Legend • Existing Monitor Well B Existing Soil Boring O Water Well * Geologic Cross Section A A' FIGURE B-1 SITE MAP O'HENRY LAUNDRY ST. THOMAS U.S. VIRGIN ISLANDS INTERNATIONAL TECHNOLOGY CORPORATION 8TTHOMASVnOB1 . •-0 S N A A1 no —————————————————————————————————————————————————— •"•" 100 90 ID £ g 80 P5 Uj ID 70 60 MW04 (107.25) - - 3/4/93 *« 5/23/93 — * - 9/3/90 ¥- - ^ —— -4*1 MW02 < "^^ — -^Jipa- PCE 5.400 ppb-^ ^^~ PCE 59,000 ppbC • PCE230ppb-C . * NR 5/25/93 PCEND-c!!i 3^93 J_ M. TD (assumed) 19.5ft. :NR Ul ML 6/28/90 *- - SM NR 22) Ok* om - ML ™ - SM - NR - TD42FT. TO 52 FT. (Auger Refusal) (Auger Refusal) 50 ———————————————————————————————— Legend: (100.22) Monitor WeN Ground Surface Elevation ^^^^^^ 1 1U 100 90 IU UJu. z 80 § 1 5 U) 70 60 KA (feet) FIGURE B-2 B Screen Interval 1 \ \ i SITE PROFILE A-A' y. Initial Groundwater Level with date measured J. Groundwater Static Level with dates measured M«tM. O'HENRY LAUNDRY CL SlltyClay ST. THOMAS SM SIKvSand ^' ^vatlons are ^ktive ** MW02 U.S. VIRGIN ISLANDS ML Clayey Silt an elevation of 100 feet. CJ. J HTEBHATIONAL GM Sllty Gravel ^1 H H Ter>uftu\i ^«AW NR N Recovery 2' ®°" ^'** were "^ '°99e(' 'n *°" 'x>l''nfl SS1 . ^Js^J TCCHMOLOQV c.H 8TTHOMA3\FlOB2.DRW/V4-«-84 O -0 The recharge rate was estimated to be 10 percent of the average annual rainfall at the O'Henry Laundry site. Published records indicate an annual precipitation of 53.99 inches (Bair, 1992). Hence a recharge rate of 0.45 feet per year was used in the model. Analytical data of soil samples collected at varying depth/intervals during advancement of soil boring SS1 (Figures B-l and B-2) were used to estimate the vertical distribution of soil PCE concentrations at the site at the beginning of the model run. Soil analytical results are summarized in Table B-2. VLEACH was applied to simulate continued transport of PCE from the vadose zone using the initial PCE soil concentration distribution. The observed distribution, based on data from soil boring SS1, was found to result in groundwater contamination in excess of the EPA action limit (5 M-g/L). Therefore, in each subsequent model run, the initial soil concentration of PCE was taken to be a fraction of the observed PCE concentration in soil. This procedure was followed until the flux of PCE through vadose zone soils was less than that necessary to produce groundwater contamination in excess of the EPA action limit. The concentration profiles used in each of the model runs are summarized in Table B-3. VLEACH estimated the mass rate of PCE loadings using the concentration profiles and a one- cell mixing model for the aquifer directly below the area of the contaminated vadose zone. PCE concentrations in groundwater due to the impact of leachate were estimated using VLEACH/mass loading estimates and a one-cell mixing model for the aquifer directly below the contaminated vadose zone. The mixing model assumed complete mixing in the water column and used: (1) Full thickness of the aquifer (t) = 10 feet (2) A geometric mean hydraulic conductivity for the site = 1.59 ft/day and hydraulic gradient ranging from 0.005 to 0.03 feet/feet. Resulting flow velocities range from 2.9 to 17.42 feet per year with a mean flow velocity of 10.16 feet per year. (3) Porosity (<(>) = 0.3 (assumed). (4) A unit cross - sectional width. PCE concentration in groundwater, [ M l ^ w , was calculated using: ,/»C£ Volume of water flowing thru unit width per year KH/1310/WP1310.APP/06-28-94/F1 3<I7pro B-4 TUT OO4 Table B-2 Summary of Soil Analytical Results From Boring SS-1 June 1990 O'Henry Laundry St. Thomas, U.S. Virgin Islands Compound (ppb*) Acetone Methylene Chloride 2-Butanone Tetrachloroethene Xylenes (Total) Sample Number and Depth TW2 2.5 - 4.0 ft NDb 270 DBJC 370 DBJ 54000 280 DBJ TW5 5.0 - 6.5 ft 3000 DJ 3100 DBJ ND 59000 D 11000DB TW5DUP 5.0 - 6 £ ft. ND 3000 BJ ND 22000 4700 BJ TW8MS 8.5 - 10 ft. 2000 880 B 440 BJ 230 J 450 BJ TW8MSD 8.5 - 10 ft 1900 ND 310 BJ 150 J 520 BJ TW20 19.0 - 19.5 ft ND 1300 BJ ND ND 630 BJ "ppb - Parts per billion (g/kg) bND - Not detected CD - Compound analyzed at secondary dilution factor B - Compound detected in method blank J - Compound detected below contract required detection limit KN/1310/WP1310.TBU06-28-94/F1 TUT OO4 2O96 Table B-3 Concentration Profile Used In The Model O 'Henry Laundry St. Thomas, U.S. Virgin Islands (Concentration units in ppb) Concentration Profile Number 1 2 3 4 Depth Interval (ft) 0-5 5400 108 60 30 5-8.5 59,000 1180 655 328 8.5 - 19 230 5 3 1 19-20 0 0 0 0 KN/1310/WP1310.TBL/06-28-94/F1 TUT OO4 2097 Where water volume = 4> x t x L x W = 0.3 x 10 ft x 10.16 ft x 1 ft = 30.48 ft3 = 863.1 L IV. Model Results The incremental increase in PCE concentrations in groundwater for the site using the initial soil PCE concentration and the various f^. values are shown in Figures B-3 through B-5. Table B-4 summarizes the highest groundwater PCE concentrations and the time at which the peak impact occurs. The output files LHENRP.OUT provides information on the amount of PCE released to the groundwater in terms of gram per year at every time step. Figures B-6 through B-8 show that PCE concentrations in groundwater fall below EPA action limits when the contaminant concentrations in the vadose zone decrease to soil cleanup levels. The groundwater PCE concentrations presented in Table B-4 assume no in situ degradation of the contaminant Lower concentrations are anticipated due to the natural biodegradation of the contaminant in the vadose zone. V. Conclusions and Recommendations Based on the model result the following conclusions can be made: • Groundwater at the O'Henry Laundry site will be impacted above the EPA action limit (5 Hg/L) due to the migration of PCE in the vadose zone. The peak groundwater impact will range from PCE concentrations of 887 p.g/L for the most stringent soil parameters to 225 \ig/L for less stringent soil parameters. The peak impact will occur at about 26 and 8 years respectively. • Without vadose zone remediation groundwater impact will continue for up to 120 years (assuming no degradation). • Vadose zone remediation (of the zone with the highest PCE concentrations) to reduce groundwater impact below 5 g/L ranges from 1,180 ppb for least stringent soil parameters to 328 ppb for the most stringent soil parameters. It is recommended that the zone with the highest PCE concentrations be cleaned to approximately 328 ppb. The above soil cleanup goal is based on the most stringent soil conditions and the assumption that the area of contamination is localized around soil boring SSL KN/1310/WP1310APP/06-28-94/F1 3K)7pcn B-5 TUT OO4 2098 Table B-4 Highest Groundwater PCE Concentrations O'Henry Laundry St. Thomas, U.S. Virgin Islands Simulation No. Concentration Profile No. (Refer Table 2) Fraction Organic Carbon (foc> Highest Groundwater PCE Concentration (Hg/L) Time for Peak Impact (Years) CURRENT SOIL PCE CONCENTRATIONS 1 2 3 1 1 1 0.002 0.001 0.0002 225 383 887 26 16 8 SOIL CLEANUP LEVELS 4 5 6 2 3 4 0.002 0.001 0.0002 4.5 4.3 4.9 26 16 8 KN/l 310/WP1310.TBU06-28-94/F1 TUT OO4 2099 PREDICTED GROUNDNATER IMPACT VERSUS TIME 250. 00 -i \200.00- D) D a 150.00 E <D *J S100.00 T)c D O CD 50.00 cH 0.00- T n i i i i i i | i i r\ \ i i i i | i i i |--|--|-T"T™|-"pT-|""i""i""i""i i i i | 0.00 50.00 100.00 150.00 200.00 ~ T tm© ( y e a r s ) '""'i \~' f^ * i ^ *~V i j J ^ . ' » ( A f> i ^ •. ^ r » i i: A PREDICTED GROUNDWATER IMPACT VERSUS TIME 400.00 -i \ 300.00- oo Q. 0) c D O 200.00 - 100.00- -t£ -t 0.00- 0.00 T"- a 4 • ]-> <Awn?. D-" , 50.00 100.00 T tme ( y Q Q P S ) 150.00 200.00 ... -. . ,. \^ -c^»! -r ' C ••-. r ' " -V i 00'002 00'03 I 00'001 00'03 I i i i I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I....I.... 3NI1 SDSd3A IDVdUlI C-J 00'0 00'0 h- - 00'002 - 00'00V Qi oc o r1- 0 -00 '009 o c (O 00 '008 r L00'000t PREDICTED GROUNDWATER IMPACT VERSUS TIME H C 5.00n 0.00- 0.00 I I I I I I I I I 50.00 6-6' f 100.00 150.00 T I me ( y e a r s ) A" <V W tr-^J . «J I »-<"> \ ' (• > f" 200.00 , / r-« KV I , \ . PREDICTED GROUNDWATER IMPACT VERSUS TIME to H- 5.00-1 0.00- I I I I 0.00 50.00 P tfv B-T, TMT,,,r,|M,T,,,,„„,„„,„„,„„!„,.rT,,T,,,|,,,T,T,,r 100.00 150.00 T tme ( yoar s) 200.00 f- - ! I ~ \ r, n i. t il^ \ 5. 0000 -i \ O) D 4.0000 ^ O O 3.00001! L. (D 2. 0000 -1 C D O L O 1 . 0000 ^ -ic —i 0.0000 PREDICTED GROUNDWATER IMPACT VERSUS TIME 0.00 H- Q rj ( ( ...|_lm.|....r...rm 50.00 f r «- / r 100'. 00 150'. 00 T t mo ( y e a r s ) 200'. 00 <* \_V * \ rs f t *«*. t • Pr i i r\><0 yi -x J VI. Attachments Bl. Tetrachloroethane Free Air Diffusion Coefficient Calculation sheet. B2. VLEACH Input and Output files. VII. References Bair F.E., eds., 1992, Weather of US. Cities, 4th Edition, Gale Research, Inc. Lynmann, W. J., F. R. William, and D. H. Rosenblatt, eds., 1990, Handbook of Chemical Property Estimation Methods: Environmental Behavior of Organic Compounds, American Chemical Society Ravi, V., and J. A. Johnson, 1993, VLEACH, Version 2.O., Robert S. Kerr Environmental Research Laboratory. Rawls, W. J., 1983, "Estimating Bulk Density From Particle Size Analysis and Organic Matter Content," Soil Science, Volume 135, No 2., pp 123-125. Rosenbloom, J., P. Mock, P. Lawson, J. Brown, and H. J. Turin, 1993, "Application of VLEACH to Vadose Zone Transportation of VOCs at an Arizona Superfund Site," Ground Water Monitoring and Remediation, Volume 13, No. 3., pp 159-169. KN/1310/WP1310-APP/06-2&-94/F1 3:07pm B-6 TUT 004 2106 ATTACHMENT B1 Tetrachloroethane Free Air Diffusion Coefficient Calculation Objective: Calculate Free Air Diffusion Coefficient for Tetrachloroethane Method: The method of Fuller, Schettler and Giddings (Lynmann, et al., 1990) was used to calculate the free air diffusion coefficient based on the correlation: D 10-3 TA V™)2 and Mj = (MA + MT)/ MA MT Where: MA = molecular weight of air (28.97 g/mol) MT = Molecular weight of tetrachlorethane (165.83 g/mol) VA = Molar volume for air (20.1 cm3/mol) Vt = Molar volume for tetrachloroethene (111 cm3/mol) T = Temperature (298°K) Using equation (ii) M,. =(28.97 + 165.83)/(28.97)(165.83) =0.0405 g/mol Vt for tetrachloroethane: 2(C) = 2(16.5) 4(C1) = 4(19.5) Vt = 111 cm3/mol Using equation (ii) at 25°C D IP"3 (298)L7S yto.0405 = 0.076 cm2/S = 0.66 m2/day KN/1310/WP1310APP/06-2S-W/F1 3O7pm B-7 TUT 004 21O7 ATTACHMENT B2 VLEACH INPUT/OUTPUT KN/1310/WP1310.APP/06-28-94/F1 3:07pm B-8 TUT 004 2108 H C H hJ H'o •-0 250. 00 -I \200.00- 0) D oo L a> 150.00- 100.00- T3 C D O6 50.00- 0.00 PREDICTED GROUNDWATER IMPACT VERSUS TIME 0.00 50.00 100.00 150.00 200.00 Tt me ( y e a r s ) B-3-, VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynamac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LHENRI SIMULATION I 1 polygons. Timestep = 1.00 years. Simulation length = 180.00 years. Printout every 10.00 years. Vertical profile stored every 10.00 years. Koc = 375.00 nl/g, 0.13243E-01cu.ft./g Kh = 0.92300 (dimensionless). Aqueous solubility = 150.00 mg/l, 4.2476 g/cu.ft Free air diffusion coefficient = .66000 sq. m/day, 2593.1 sq.ft./yr Polygon 1 POLYGON I Polygon area = 1.0000 sq. ft. 100 cells, each cell 0.200 ft. thick. Soil Properties: Bulk density * 1.3500 g/ml, 38228. g/cu.ft. Porosity = 0.3000 Volumetric water content = 0.2000 Organic carbon content - 0.00200000 Recharge Rate = 0.46000001 ft/yr Cone, in recharge water = 0.00000 ng/1, 0.00000 g/cu.ft Atmospheric concentration = 0.00000 mg/l, 0.00000 g/cu.ft Water table has a fixed concentration of 0.00000 mg/l, 0.00000 g/cu.ft. with respect to gas diffusion. TUT OO4 211O VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynamc) Center for Subsurface Modeling Support Robert S. Kerr Environaental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LHENRI SIMULATION I 1 polygons. Timestep = 1.00 years. Simulation length = 180.00 years. Printout every 10.00 years. Vertical profile stored every 10.00 years. Koc = 375.00 nl/g, 0.13243E-01cu.ft./g Kh = 0.92300 (dimensionless). Aqueous solubility = 150.00 mg/l, 4.2476 g/cu.ft Free air diffusion coefficient = .66000 sq. m/day, 2593.1 sq.ft./yr Polygon 1 POLYGON I Polygon area * 1.0000 sq. ft. 100 cells, each cell 0.200 ft. thick. Soil Properties: Bulk density = 1.3500 g/nl, 38228. g/cu.ft. Porosity = 0.3000 Volumetric water content = 0.2000 Organic carbon content = 0.00200000 Recharge Rate = 0.46000001 ft/yr Cone, in recharge water = 0.00000 ng/l, 0.00000 g/cu.ft Atnospheric concentration * 0.00000 MB/1, 0.00000 g/cu.ft Water table has a fixed concentration of 0.00000 ng/l, 0.00000 g/cu.ft. with respect to gas diffusion. TUT 004 2111 VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynanac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK. 74820 LHEHRI SIMULATION I Polygon 1 At tine = 0.00, total Mass in gas phase = Mass in liquid phase = Mass sorbed = •ass in vadose zone = 0.65383 g/sq.ft. 1.4168 g/sq.ft. 7.1723 g/sq.ft. 9.2429 g/sq.ft. 7.8773 g/sq.ft. Polygon 1 At tine = 10.00, total Mass in vadose zone = Mass in gas phase = 0.55723 g/sq.ft. Mass in liquid phase - 1.2074 g/sq.ft. Mass sorbed = 6.1127 g/sq.ft. Since last printout at tine - 0.00 Change in Total Mass = -1.3656 g/sq.ft. Advection in from atmosphere = 0.00000 Advection in from water table = -0.12413 Diffusion in from atmosphere = -0.88639 Diffusion in from water table = -0.35504 Total inflow at boundaries = -1.3656 g/sq.ft, Mass discrepancy = -0.13828E-04g/sq.ft. Since beginning of run at tine = 0.0 Change in Total Mass = -1.3656 g/sq.ft. Advection in from atmosphere = 0.00000 Advection in from water table = -0.12413 Diffusion in from atmosphere * -0.88639 Diffusion in from water table = -0.35504 Total inflow at boundaries = -1.3656 g/sq.ft, Mass discrepancy = -0.13828E-04g/sq.ft. g/sq.ft. g/sq.ft. g/sq.ft. g/sq.ft. g/sq.ft. g/sq.ft. g/sq.ft. g/sq.ft. Polygon 1 At tine = 20.00, total mass in vadose zone = Mass in gas phase = 0.43020 g/sq.ft. Mass in liquid phase = 0.93217 g/sq.ft. Mass sorbed = 4.7191 g/sq.ft. 6.0815 g/sq.ft. Since last printout at tine - 10.00 Change in Total Mass = -1.7958 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in fron water table - -0.64182 g/sq.ft. Diffusion in fron atmosphere = -0.38769 g/sq.ft. Diffusion in fron water table = -0.76632 g/sq.ft. Total inflow at boundaries = -1.7958 g/sq.ft. Mass discrepancy = -0.66757E-05g/sq.ft. Since beginning of run at tine - 0.0 Change in Total Mass = -3.1614 g/sq.ft. Advection in fron atmosphere = 0.00000 g/sq.ft. Advection in fron water table - -0.76595 g/sq.ft. Diffusion in fron atmosphere - -1.2741 g/sq.ft. Diffusion in fron water table = -1.1214 g/sq.ft. Total inflow at boundaries = -3.1614 Mass discrepancy = -0.20742E-04g/sq.ft. g/sq.ft. Polygon 1 At tine - 30.00, total mass in vadose zone = Mass in gas phase = 0.28227 g/sq.ft. Mass in liquid phase = 0.61165 g/sq.ft. Mass sorbed - 3.0965 g/sq.ft. Since last printout at tine = 20.00 Change in Total Mass = -2.0911 Advection in fron atmosphere = Advection in from water table Diffusion in fron atmosphere = Diffusion in from water table = 3.9904 g/sq.ft. g/sq.ft. 0.00000 -1.0379 -0.18748 -0.86572 Total inflow at boundaries = -2.0911 g/sq.ft. Mass discrepancy = -0.50068E-05g/sq.ft. 9/sq.ft. g/sq.ft. g/sq.ft. g/sq.ft. Since beginning of run at time = 0.0 TUT O04 J1 1' - A 4. A Change in Total Mass = -5.2525 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in fron water table * -1.8038 g/sq.ft. Diffusion in from atmosphere = -1.4616 g/sq.ft. Diffusion in from water table = -1.9871 g/sq.ft. Total inflow at boundaries = -5.2525 g/sq.ft. Mass discrepancy - -0.25749E-04g/sq.ft. Polygon 1 At time * 40.00, total mass in vadose zone * Mass in gas phase = 0.16323 g/sq.ft. Mass in liquid phase = 0.35369 g/sq.ft. Mass sorbed * 1.7906 g/sq.ft. 2.3075 g/sq.ft. g/sq.ft. 0.00000 g/sq.ft. -0.93003 g/sq.ft. -0.94468E-01g/sq.ft. -0.65839 g/sq.ft. Since last printout at time = 30.00 Change in Total Mass = -1.6829 Advection in from atmosphere = Advection in from water table = Diffusion in fron atmosphere = Diffusion in fron water table - Total inflow at boundaries = -1.6829 g/sq.ft. Mass discrepancy = -0.33379E-05g/sq.ft. Since beginning of run at time - 0.0 Change in Total Mass = -6.9354 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -2.7339 g/sq.ft. Diffusion in from atmosphere - -1.5560 g/sq.ft. Diffusion in from water table = -2.6455 g/sq.ft. Total inflow at boundaries = -6.9354 g/sq.ft. Mass discrepancy = -0.28610E-04g/sq.ft. Polygon 1 At time & 50.00, total mass in vadose zone = Mass in gas phase = 0.87925E-01g/sq.ft. Mass in liquid phase - 0.19052 g/sq.ft. Mass sorbed = 0.96451 g/sq.ft. Since last printout at time * 40.00 Change in Total Mass = -1.0645 Advection in from atmosphere = Advection in from water table = Diffusion in from atmosphere = Diffusion in from water table = Total inflow at boundaries = -1.0645 g/sq.ft. Mass discrepancy = -0.19073E-05g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -8.0000 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table - -3.3475 g/sq.ft. Diffusion in from atmosphere = -1.6043 g/sq.ft. Diffusion in from water table * -3.0482 g/sq.ft. Total inflow at boundaries = -7.9999 g/sq.ft. Mass discrepancy = -0.30994E-04g/sq.ft. 1.2429 g/sq.ft. g/sq.ft. 0.00000 g/sq.ft. -0.61363 g/sq.ft. -0.48225E-01g/sq.ft. -0.40268 g/sq.ft. Polygon 1 At time = 60.00, total mass in vadose zone = Mass in gas phase = 0.45871E-01g/sq.ft. Mass in liquid phase = 0.99395E-01g/sq.ft. Mass sorbed = 0.50319 g/sq.ft. Since last printout at time = 50.00 Change in Total Mass = -0.59449 Advection in from atmosphere = Advection in fron water table = Diffusion in from atmosphere = Diffusion in from water table = Total inflow at boundaries = -0.59449 g/sq.ft. Mass discrepancy * -0.83447E-06g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -8.5945 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -3.6960 g/sq.ft. Diffusion in from atmosphere = -1.6290 g/sq.ft. Diffusion in from water table = -3.2695 g/sq.ft. Total inflow at boundaries - -8.5944 g/sq.ft. Mass discrepancy - -0.31471E-04g/sq.ft. 0.64846 g/sq.ft. g/sq.ft. 0.00000 g/sq.ft. -0.34846 g/sq.ft. -0.24700E-01g/sq.ft. -0.22134 g/sq.ft. Polygon 1 At time = 70.00, total Mass in gas phase = Mass in liquid phase = Mass sorbed = nass in vadose zone = 0.23644E-01g/sq.ft. 0.51232E-01g/sq.ft. 0.25936 g/sq.ft. 0.33424 g/sq.ft. TUT OO4 CN h-D 'r- srsrsr? §"1*5 « JSS^^^ 7OOOO • M ill «-> ^ Rj*. ^8" M" H "1^ N 11 *IO-O S2S23'? ? «| TJ o «3 UJ K>f ff W -J O ? I. M L. II \O i 6 «i o 41 rt e ** B 4-1 v)in § §sis.^d S" 8 S 8 8|' W) L. t. U U C tA^i *.«*.*«- 3 5 c c c c J ^ "lgggg«l ".sil,:,:! ii J5gggg-i •w O *^ <^ *^ "• 9 Q. •-*?*? g jj£ « 5S H- o| o c *> *•*.«*• *• u — J» >•*.». C M "S Mn JL 4-* 8 > at n ooo *> • o»-oog -x 4-*O^) sXQ O) srsrsr? a) 0)0) a || || ^ S^ || M • *S* II II • W H H Ch W g J «J J (vc-^i-ia'i ?I »_3 *-3 i C<f**«**4- «O 4) 4 Af ^ UJ O 4) <Q 4> <0 UJ ^--- ':•&*'•&*' 5 oi-S.*'^ KS 05Si:«8i:«e} i g u g L j i i j , SSSS8^ a 1 « s-J-o $KKj« e" 8888| o " 8 8 S § - s ' Croo»- M i. t. u c g . IA L. 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V U U 3 3 -• L. «-• c J» S<*-<*-<»- o a c * $<--4-*. u - - - - - - . c S —>>••-••- c 8 8 c l_a. 41 W W W U (A (A M C [00 t> 3 4I*<00 T) «« •-? •;« w w •<- a - • - £5 °5 M* VfII y CMoi o srsrsrsr oioioio) (MM (XI § ** +* *^ **- *• *^ H- o t (Toooo i • (A I I I IU W n n in " » " V o . M i. «i <- n sr i o «i o w co e <-* 8 v M eo § 5 ra5 <o i) • a x ID >«-o oioN.og tr cfd i *T i . (A «-• V. CQ'*- Ol *Q • HS" II H • *x ii ii o> n CO 4) C» i •.» 3s Silo 2!!o i rvj 41 a 41 a iu oi-gr-gr i C <B e a 41 a 3 a x —< n i i i • i_ i L. > ui iu uj o ii B S S g <5 ii i 5 B 6 ^ **" (O O* ^4 O O O O Q ^"t O O O O Q •*-<>---• M«^<^^«»-~] Otfl'^ l^ %^ %^b <ANto^ iccccc.. u x c ccca good — " "" "" ~ *• U u—•"""""""*' 8 " 5 g g g g - | . S 2 g g g g - ; 1-558388- ^•55sj.fi O W C V f i - f f ^ U «C4>4l'*-'*- <*-U v ii ii ii ..•-.2 J: •»•••- c 8 - •-5 i .t .t .£ .2 C iS Q |2 ^ I M * 8 jf QW-C O-C - !2*7 * a »- u <v N 0»-2S M ? 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C M«*-«*-*»-*4-3 OMH-^>4-4-3 c c c ii i c c c c o f II N II 8 s; !-a •£ L'i_ a (V W ^^ ?5 11 »-•e 2 gj|.E.£8 - X« M W M U ^iii I U <0 C c gi 41 'J> O)8 srsrsrsr srsrsrsr g~OOOO i • 0*0 ill • U i • i Ul <-> M W »x . -**• "x »-•»- 8 (| Mg? g <!L <!L'!I K**'**' is • ^*->^4.» s ?8fc8ii"S 1 f £ *• <A«- o»1 6 « g 4i in o e » * < - « . SS5SS"! ,, . . °. «*"*r° «3«*-ro > m UJ UJ O I l S E E B •--»-» in o o o O- :o-Jc» «- w L. u L. i. j • M L. L. L. 1_ I O Bl H- •»- t- t- ! II C C 9000 .. -- O *JC*4> 1*->4-'4-O aC4l4l<4->»->»-U 4v II II II -~ >>•»-•»- _C _«« ••-> >*-«»- C «1 • o «4)<<S'o'^:5 SoS^oS^TJ o 4if Of on oj: oa *n.» L i^ "~ S'2 ii 4^ .E II Ot-.fi M O) g|.E.£8 " ^ — 0) it o>o> mat 828*: 3PJ P' iincot^'x »»oinv» o» i-.-.Q aaa «ti «v *v «v* C»»- *•*«*- 10 ™ JT ** JT S,,",, "^o? i, "."S* « 41 1IO2 jQ ** *' ji i> 41 (B 41 03 UJ OJ 4> 19 41 CD UJ roj-^j-*-- co •.c«'.e*i rvj • a a «- oTS. a ro ?8t8S5"-r • « j . * f e » M § *KJiiSJ S" 8888-3' CK.OLA •- W I. I. I. I- C • W I- I. I. I- I <A H- •*- **-•*- 3 O IA <*•«»•«*• *«~ ! W e 4V Mm !5iS.2d 88881' M|< *« «vo *•• r •§ c c c n 1000 .. — ' II II II —J s i ' M M O V K- *• Sills «.s| 'S'S^'-S §*>«i5i5]2:5 ~a u> C "a <a w w H- <a 4J « o at oj= o a i- x _u i- x I u8 M Oa. At tine = 180.00, total mass in vadose zone * 0.21503E-03g/sq.ft. Mass in gas phase = 0.15211E-04g/sq.ft. Mass in liquid phase = 0.32961E-04g/sq.ft. Hass sorbed - 0.16686E-03g/sq.ft. Since last printout at time = 170.00 Change in Total Mass - -0.20446E-03g/sq.ft. Advection in from atmosphere - 0.00000 g/sq.ft. Advection in from water table = -0.12092E-03g/sq.ft. Diffusion in from atmosphere = -0.81286E-OSg/sq.ft. Diffusion in from water table = -0.75412E-04g/sq.ft. Total inflow at boundaries - -0.20446E-03g/sq.ft. Hass discrepancy = -0.320UE-09g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -9.2427 g/sq.ft. Advection in from atmosphere - 0.00000 g/sq.ft. Advection in from water table = -4.0787 g/sq.ft. Diffusion in from atmosphere * -1.6549 g/sq.ft. Diffusion in from water table - -3.5090 g/sq.ft. Total inflow at boundaries - -9.2427 g/sq.ft. Hass discrepancy = -0.35286E-04g/sq.ft. GROUNDUATER IHPACT OF POLYGON 1 Time 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 ^^*A^A^***Ad Hass per area (g/sq.ft.) T5.47917 1 .4081 1.9036 1.5884 1.0163 0.56979 0.30156 0.15615 0.80275E-01 0.41180E-01 0.21112E-01 0.10822E-01 0.55476E-02 0.28437E-02 0.14577E-02 0.74721E-03 0.38302E-03 0.19633E-03 •AA A A A * ^**^^^* **^^^^A**^*^^ ^*>< Total Mass (g) 0.47917 1.4081 1.9036 1.5884 1.0163 0.56979 0.30156 0.15615 0.80275E-01 0.41180E-01 0.21112E-01 0.10822E-01 0.55476E-02 0.28437E-02 0.14577E-02 0.74721E-03 0.38302E-03 0.19633E-03 ^A^A^**^^^** • »«••«««••»»«* «««««»««**«••«•«•««•«««»«««•*««••*««>• TOTAL GROUNDUATER IHPACT Time (yr) Mass (g) Cumulative Hass (g) 10.00 0.47917 0.47917 20.00 1.4081 1.8873 30.00 1.9036 3.7909 40.00 1.5884 5.3794 50.00 1.0163 6.3957 60.00 0.56979 6.9655 70.00 0.30156 7.2670 80.00 0.15615 7.4232 90.00 0.80275E-01 7.5034 100.00 0.41180E-01 7.5446 110.00 0.21112E-01 7.5657 120.00 0.10822E-01 7.5766 130.00 0.55476E-02 7.5821 140.00 0.28437E-02 7.5850 150.00 0.14577E-02 7.5864 160.00 0.74721E-03 7.5872 170.00 0.38302E-03 7.5875 180.00 0.19633E-03 7.5877 TUT 004 2117 VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynanac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 >OLYGON I Tine: 0.000 Laboratory :ell Cgas(gXcu.ft) CliqCg/cu.ft) Csol(g/g) 1 0.14602 0.15820 2 0.14602 0.15820 3 0.14602 0.15820 4 0.14602 0.15820 5 0.14602 0.15820 6 0.14602 0.15820 7 0.14602 0.15820 8 0.14602 0.15820 9 0.14602 0.15820 10 0.14602 0.15820 11 0.14602 0.15820 12 0.14602 0.15820 13 0.14602 0.15820 14 0.14602 0.15820 15 0.14602 0.15820 16 0.14602 0.15820 17 0.14602 0.15820 18 0.14602 0.15820 19 0.14602 0.15820 20 0.14602 0.15820 21 0.14602 0.15820 22 0.14602 0.15820 23 0.14602 0.15820 24 0.14602 0.15820 25 0.14602 0.15820 26 1.5954 .7285 27 1.5954 .7285 28 1.5954 .7285 29 1.5954 .7285 30 1.5954 .7285 31 1.5954 .7285 32 1.5954 .7285 33 1.5954 .7285 34 1.5954 .7285 35 1.5954 .7285 36 1.5954 .7285 37 1.5954 .7285 38 1.5954 .7285 39 1.5954 .7285 40 1.5954 .7285 41 1.5954 .7285 42 1.5954 .7285 43 1.5954 .7285 44 0.62195E-02 0.67383E-02 45 0.62195E-02 0.67383E-02 46 0.62195E-02 0.67383E-02 47 0.62195E-02 0.67383E-02 48 0.62195E-02 0.67383E-02 49 0.62195E-02 0.67383E-02 50 0.62195E-02 0.67383E-02 51 0.62195E-02 0.67383E-02 52 0.62195E-02 0.67383E-02 53 0.62195E-02 0.67383E-02 54 0.62195E-02 0.67383E-02 55 0.62195E-02 0.67383E-02 56 0.62195E-02 0.67383E-02 57 0.62195E-02 0.67383E-02 58 0.62195E-02 0.67383E-02 59 0.62195E-02 0.67383E-02 60 0.62195E-02 0.67383E-02 61 0.62195E-02 0.67383E-02 62 0.62195E-02 0.67383E-02 63 0.62195E-02 0.67383E-02 64 0.62195E-02 0.67383E-02 65 0.62195E-02 0.67383E-02 66 0.62195E-02 0.67383E-02 67 0.62195E-02 0.67383E-02 68 0.62195E-02 0.67383E-02 69 0.62195E-02 0.67383E-02 70 0.62195E-02 0.67383E-02 71 0.62195E-02 0.67383E-02 72 0.62195E-02 0.67383E-02 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.41902E-05 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.45781E-04 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 0.17847E-06 TUT 004 2118 o-•M t-i v- oooooooooooooooooooooooooooo 111 111 iii ill m nj 111 HI in in 111 111 111 111 111 111 111 in ill ill ill in in in 111 111 111 111 111 111 111 111 uj ill I I • I (M(VJCM(MrMCMCM<M(\l(M(MtM<M<MIM(MIMCM<\JIMIMCMIM OOOOOOOOOOOOOOOOOOOOOOO i i i l i i l i l i i i i i i i i i i i i i i HI HI HI HI in in HI in HI HI in HI HI iif in in iif HI HI HI HI HI i iooooo •ooooooooooooooo oooooooooooooooooooooooooooo uoooooooooooooooooooooooooooooooooooooooooooooooooooooooooo ggggggggggggggggggggggg r* CM C\J •-»- •- »- »- *- «-«-»-»-•- •- »- T- «->OOOOOOOOOOOOOOOO l ^ l l l l l l l l l l l l l l l l J IU IU Ul IU IU 111 iii 111 in 111 o ac -5 KR - »j OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOO OS O oooooooooooooooooooooooooooooooooooooooooo m ni fn ni ni ni m ni ni ni fn fn ni fn m m fn I I I I I I I I I I I I I I I I I I I I I I I I I I I H* PPPPpppPPPpPpppPppppppppPPOr* -iS5kfvjp-if\»£p^£ KtmmfnmrHmmmmfli i i i i i i i i i i i i OPPPOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOPPPOOOOOOOOOOOOOOOPPPPPPOPOO KSBSJK ro-oo* w-» ^s 00 O9 <Q ~~ Oi wo ^ i i i i i t i i i i i i i i t i i i i i i i i t i i C ooooooooooooooooooooppoooo- fn fn fn fn fn fn m m fn m fn i i i i i i i i i i i ooooooooooo O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O f HI HI HI HI HI ooooooooo oooooooooooooooooooooooo ooooooooo ni ni rn m m m ni >ooooooo iinuivnvnuiuiui Hc H Nj H-M "8 •iM<>.*----r~wrvjroo»--( g^s *--s*r oooooooooooooooooooooooooooooon u> v/i ui *« *• *» i ;.^|pt \n\Ji <ji<jt<oo< ffl ffl rn ffl rn ffl r OOOOOOOOOOOOOOOOOOOOOI 'SoS K M->-> -»O-g _ _ _»"^juiuiUi l£^i\>te-SO>090«-C9 i rn in rn rn rn m rn rn rn rn « i i i i i i i i i i i t t i i i i i c oooooooooooooooooooooooooooooo - - - - coui}Nl^u'io«S&>*»-'O''CO(S-»-» o « «o <o *» -» vn 01 o> jj *» w « oj >o tn tn tn In fn HI fH IT1 ftl ffl IT1 CTI ffl O1 ffl H C CM oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo oooooooooooooooo ooooooooo I I I I I I I I I CKinQino^r^KO^too^p>h-p>f\Jinin^Otcgincninmoy?^^ornKi(>>o<fpS.K)<>>^<Oin<\iiniriT-iriu> ^c\j^rj>O'-h-ir>irtiriK-omF-r>ir>.roeoioco^^<oiOirirgr--»OK4<-<NO>f«roF-<oc\l'O^<''^9$o-*>oro<O ^oo^gKino^r>ieg»»<^K.fOp^!3O>>orvi(>in«-h-io<*»»&>s»^s»coj\iu^co»-MiftKcdo>o»c>MF>->O'<N{* ^^o>oo^rjrjfOM^inir>-of--l^-coco(>oo»-(\jpjror'|-j-4-ir>ir>'O^oK-r-KeocoooeoeocooocoooeoeO<p«oS- eo»OK»-<-T-T-^^^T-^^r-^^^^^c\jrjrargN(^rJN(vjrgrJ(\jc\ir>ir>i(\ir\jr\j(\jr\jNiNJ(\i(\ir\jr\i(\jr\i(vjrvi «—ooiA^troinGKinin CD f\J <4 Qk f^ «^ Xj OO O* }(NJf>JNN<-«- • OOOOOOC 3 i i i i i i » i t i i i t i i i O UJ UJ UJ UJ UJ UJ UI UJ UI UJ UJ UJ UJ I " " ~ oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo • rvl F- K> <M*MIOI (JOOOOOOOOOOOOOOOO oooooooooo 4 IU |U LU UI LU LU IU UJ 111 3mK^op4inNin4inKrgQQk(O^^«o^ea^inmo>ao>coir>^^<OP'~^-h-^<ocoir>eaiytN-(xi»^h-h-<ocoaKp^^Ki>»K^NW^in'Oininoos>^-Kl ^^i5'*iy5^i?M^^~^^nj?^!Ow^r^j^~^r°sa"^^sw^M^^ir>oMr-?«^^^^rpK«M^^^~*c<~P*^^~*^K«M'y j<xKiKj>c\J^^ra^^.-3c\]KM>in^KroeK^^^M«^oi«3inoino;ro(^^^Ko;^i5i«>o3r^^^ }^ir!&&^&^^&o&rr-c3™nn^inin4^^(D<0<*0.&r-'r<VH_><\t^i*^*^^<nif\^3*$$ . -inCfpF.N4^«od«-^MNikim^inL^^«F^eowc^»d^^NNfomm^^ininLn^vO^^««««««<&^«AuSin^^mrt^N^ ^N<}%K-h-odoJio>o:^^r-^^^T-^^^T-^^^^^T-T-r\jr.j(\jrjN(<Jc^(^r>j(\irjrji\jNN<^<vc\iNNrvjrgN oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo o toooooooooooooooo r- w ~ p--' &I-I D h- I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 111 yj IM i|t yi y* yj yj in oooooooooooooooooooooooooooooooooooooooooooooo m ooooooooooooooooooooooooooooooooooooooo I I I I I I I I I I I I I I < I I I I I t I I I t I I I t I I I I I I I I I I 1 IU IU IU IM IU UJ UJ IU IU UJ UJ UJ IU IU UJ IU UJ UJ UJ UJ UJ UJ UJ UJ UJ IU UJ UJ IU UJ UJ UJ UJ UJ IU IU UJ to^^r^tnmm^ON oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo tASw-OOOO-^-^OfMh-lAKlCM*— HjHjK)N?v"rpO*NpfMh»fOO«IAv~ ".S8 3 i i oiuiu •>«KT- oiineo oooooooooooooooooooooooooooooooooooooooooo I l l l l l l t l l l l l l t l l l l l l f l l l l t l l l l l l l l l l l l l l l J IU IU 111 IU ill IU UJ UJ *'* UJ UJ UJ UJ UJ UJ I <o <NJii-4inin«o*oinin^rocNjoeo«otnOi>-roo« oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo o (ooo O >- JJ — - *.?« it- O 34 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 0.44673E-03 0.63451E-03 0.84220E-03 0.10701E-02 0.13187E-02 0.15882E-02 0.18791E-02 0.21917E-02 0.25265E-02 0.28840E-02 0.32645E-02 0.36685E-02 0.40966E-02 0.45492E-02 0.50267E-02 0.55298E-02 0.60588E-02 0.66142E-02 0.71967E-02 0.78066E-02 0.84444E-02 0.91107E-02 0.98059E-02 0.10530E-01 0.11285E-01 0.12069E-01 0.12885E-01 0.13731E-01 0.14609E-01 0.15519E-01 0.16460E-01 0.17434E-01 0.18441E-01 0.19481E-01 0.20553E-01 0.21659E-01 0.22798E-01 0.23971E-01 0.25177E-01 0.26416E-01 0.27688E-01 0.28994E-01 0.30332E-01 0.31702E-01 0.33105E-01 0.34539E-01 0.36004E-01 0.37499E-01 0.39024E-01 0.40577E-01 0.42158E-01 0.43765E-01 0.45397E-01 0.47052E-01 0.48730E-01 0.50427E-01 0.52143E-01 0.53875E-01 0.55621E-01 0.57378E-01 0.59143E-01 0.60914E-01 0.62688E-01 0.64460E-01 0.66229E-01 0.67989E-01 0.69737E-01 0.71469E-01 0.73180E-01 0.74865E-01 0.76520E-01 0.78139E-01 0.79718E-01 0.81250E-01 0.82730E-01 0.84152E-01 0.85510E-01 0.86797E-01 0.88007E-01 0.89133E-01 0.90169E-01 0.91106E-01 0.91939E-01 0.92660E-01 0.93260E-01 0.93734E-01 0.94073E-01 0.94269E-01 0.94314E-01 0.94202E-01 0.48400E-03 0.68744E-03 0.91246E-03 0.11594E-02 0.14287E-02 0.17207E-02 0.20358E-02 0.23745E-02 0.27373E-02 0.31246E-02 0.35368E-02 0.39746E-02 0.44384E-02 0.49287E-02 0.54461E-02 0.59911E-02 0.65642E-02 0.71660E-02 0.77970E-02 0.84578E-02 0.91489E-02 0.98707E-02 0.10624E-01 0.11409E-01 0.12226E-01 0.13076E-01 0.13960E-01 0.14877E-01 0.15828E-01 0.16813E-01 0.17833E-01 0.18889E-01 0.19979E-01 0.21106E-01 0.22268E-01 0.23466E-01 0.24700E-01 0.25971E-01 0.27277E-01 0.28620E-01 0.29998E-01 0.31412E-01 0.32862E-01 0.34347E-01 0.35866E-01 0.37420E-01 0.39007E-01 0.40627E-01 0.42279E-01 0.43962E-01 0.45675E-01 0.47416E-01 0.49184E-01 0.50978E-01 0.52795E-01 0.54634E-01 0.56493E-01 0.58370E-01 0.60261E-01 0.62164E-01 0.64077E-01 0.65996E-01 0.67917E-01 0.69838E-01 0.71754E-01 0.73661E-01 0.75555E-01 0.77431E-01 0.79285E-01 0.81110E-01 0.82904E-01 0.84658E-01 0.86368E-01 0.88028E-01 0.89632E-01 0.91173E-01 0.92644E-01 0.94038E-01 0.95349E-01 0.96569E-01 0.97691E-01 0.98707E-01 0.99609E-01 0.10039 0.10104 0.10155 0.10192 0.10213 0.10218 0.10206 0.12819E-07 0.18207E-07 0.24167E-07 0.30708E-07 0.37840E-07 0.45574E-07 0.53921E-07 0.62892E-07 0.72500E-07 0.82757E-07 0.93676E-07 0.10527E-06 0.11755E-06 0.13054E-06 0.14424E-06 0.15868E-06 0.17386E-06 0.18980E-06 0.20651E-06 0.22401E-06 0.24232E-06 0.26144E-06 0.28138E-06 0.30218E-06 0.32382E-06 0.34634E-06 0.36973E-06 0.39402E-06 0.41921E-06 0.44531E-06 0.47233E-06 0.50028E-06 0.52917E-06 0.55900E-06 0.58978E-06 0.62152E-06 0.65421E-06 0.68785E-06 0.72245E-06 0.75801E-06 0.79452E-06 0.83198E-06 0.87038E-06 0.90971E-06 0.94995E-06 0.99111E-06 0.10331E-05 0.10761E-05 0.11198E-05 0.11644E-05 0.12097E-05 0.12558E-05 0.13027E-05 0.13502E-05 0.13983E-05 0.14470E-05 0.14963E-05 0.15460E-05 0.15961E-05 0.16465E-05 0.16971E-05 0.17480E-05 0.17988E-05 0.18497E-05 0.19005E-05 0.19510E-05 0.20011E-05 0.20508E-05 0.20999E-05 0.21483E-05 0.219S8E-05 0.22422E-05 0.22875E-05 0.23315E-05 0.23740E-05 0.24148E-05 0.24537E-05 0.24907E-05 0.25254E-05 0.25577E-05 0.25874E-05 0.26143E-05 0.26382E-05 0.26589E-05 0.26761E-05 0.26897E-05 0.26995E-05 0.27051E-05 0.27064E-05 0.27032E-05 TUT OO4 2124 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 0.93923E-01 0.93469E-01 0.92833E-01 0.92006E-01 0.90981E-01 0.89749E-01 0.88301E-01 0.86631E-01 I 60.000 Cgas(g/cu.ft) 0.66471E-04 0.14271E-03 0.22885E-03 0.32503E-03 0.43140E-03 0.54813E-03 0.67540E-03 0.81338E-03 0.96229E-03 0.11223E-02 0.12937E-02 0.14766E-02 0.16713E-02 0.18780E-02 0.20969E-02 0.23284E-02 0.25725E-02 0.28297E-02 0.31000E-02 0.33839E-02 0.36815E-02 0.39930E-02 0.43188E-02 0.46590E-02 0.50140E-02 0.53838E-02 0.57689E-02 0.61693E-02 0.658S3E-02 0.70171E-02 0.74649E-02 0.79289E-02 0.84092E-02 0.89061E-02 0.9419SE-02 0.99497E-02 0.10497E-01 0.11061E-01 0.11642E-01 0.12240E-01 0.12855E-01 0.13487E-01 0.14135E-01 0.14801E-01 0.15484E-01 0.16183E-01 0.16898E-01 0.17630E-01 0.18378E-01 0.19141E-01 0.19919E-01 0.20713E-01 0.21520E-01 0.22342E-01 0.23177E-01 0.24024E-01 0.24883E-01 0.25754E-01 0.26635E-01 0.27525E-01 0.28424E-01 0.29330E-01 0.30242E-01 0.31159E-01 0.32080E-01 0.33003E-01 0.33927E-01 0.34849E-01 0.35770E-01 0.36685E-01 0.37594E-01 0.38495E-01 0.39384E-01 0.40261E-01 0.41123E-01 0.41966E-01 0.42789E-01 0.43588E-01 0.10176 0.10127 0.10058 0.99682E-01 0.98571E-01 0.97236E-01 0.95668E-01 0.93858E-01 CliqCg/cu.ft) 0.72016E-04 0.15462E-03 0.24794E-03 0.35215E-03 0.46739E-03 0.59386E-03 0.73174E-03 0.88124E-03 0.10426E-02 0.12159E-02 O.U016E-02 0.15998E-02 0.18107E-02 0.20346E-02 0.22718E-02 0.25226E-02 0.27871E-02 0.30657E-02 0.33587E-02 0.36662E-02 0.39886E-02 0.43261E-02 0.46791E-02 0.50477E-02 0.54322E-02 0.58330E-02 0.62501E-02 0.66839E-02 0.71347E-02 0.76025E-02 0.80877E-02 0.85904E-02 0.91108E-02 0.96490E-02 0.10205E-01 0.10780E-01 0.11372E-01 0.11983E-01 0.12613E-01 0.13261E-01 0.13927E-01 0.14612E-01 0.15315E-01 0.16036E-01 0.16775E-01 0.17533E-01 0.18308E-01 0.19101E-01 0.19911E-01 0.20738E-01 0.21581E-01 0.22441E-01 0.23316E-01 0.24206E-01 0.25110E-01 0.26028E-01 0.26959E-01 0.27902E-01 0.28857E-01 0.29821E-01 0.30795E-01 0.31777E-01 0.32765E-01 0.33759E-01 0.34756E-01 0.35756E-01 0.36757E-01 0.37757E-01 0.38754E-01 0.39745E-01 0.40730E-01 0.41706E-01 0.42670E-01 0.43620E-01 0.44553E-01 0.45467E-01 0.46358E-01 0.47224E-01 0.26951E-05 0.26821E-05 0.26639E-05 0.26402E-05 0.26107E-05 0.25754E-05 0.2S338E-05 0.24859E-05 CsoKg/g) 0.19074E-08 0.40952E-08 0.65670E-08 0.932696-08 0.12379E-07 0.15729E-07 0.19381E-07 0.23340E-07 0.27613E-07 0.32205E-07 0.37122E-07 0.42371E-07 0.47958E-07 0.53889E-07 0.60172E-07 0.66813E-07 0.73819E-07 0.81198E-07 0.88957E-07 0.97102E-07 0.10564E-06 0.1H58E-06 0.12393E-06 0.13369E-06 0.14388E-06 0.15449E-06 0.16554E-06 0.17703E-06 0.18897E-06 0.20136E-06 0.2K21E-06 0.22752E-06 0.24131E-06 0.25556E-06 0.27030E-06 0.28551E-06 0.30121E-06 0.31739E-06 0.33406E-06 0.35122E-06 0.36887E-06 0.38700E-06 0.40562E-06 0.42473E-06 0.44431E-06 0.46437E-06 0.48491E-06 0.50590E-06 0.52736E-06 0.54926E-06 0.57160E-06 0.59436E-06 0.61754E-06 0.64111E-06 0.66506E-06 0.68938E-06 0.71404E-06 0.73902E-06 0.76430E-06 0.78984E-06 0.81563E-06 0.84163E-06 0.86781E-06 0.89412E-06 0.92055E-06 0.94703E-06 0.97354E-06 0.10000E-05 0.10264E-05 0.10527E-05 0.10788E-05 0.11046E-05 0.11302E-05 0.11553E-05 0.11800E-05 0.12042E-05 0.12278E-05 0.12508E-05 TUT 004 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 0.44361E-01 0.45104E-01 0.45814E-01 0.46489E-01 0.47124E-01 0.47716E-01 0.48261E-01 0.48755E-01 0.49195E-01 0.49576E-01 0.49893E-01 0.50143E-01 0.50321E-01 0.50422E-01 0.50442E-01 0.50375E-01 0.50216E-01 0.49961E-01 0.49604E-01 0.49140E-01 0.48563E-01 0.47867E-01 I 70.000 Cgas(gXcu.ft) 0.34071E-04 0.73149E-04 0.11730E-03 0.16660E-03 0.22112E-03 0.28094E-03 0.34617E-03 0.41689E-03 0.49320E-03 0.57521E-03 0.66302E-03 0.75675E-03 0.85652E-03 0.96244E-03 0.10746E-02 0.11932E-02 0.13183E-02 0.14500E-02 0.15886E-02 0.17340E-02 0.18864E-02 0.20460E-02 0.22128E-02 0.23871E-02 0.25689E-02 0.27583E-02 0.29555E-02 0.31605E-02 0.33735E-02 0.35946E-02 0.38238E-02 0.40614E-02 0.43073E-02 0.45616E-02 0.48244E-02 0.50957E-02 0.53757E-02 0.56644E-02 0.59617E-02 0.62677E-02 0.65824E-02 0.69058E-02 0.72379E-02 0.75786E-02 0.79279E-02 0.82857E-02 0.86519E-02 0.90264E-02 0.94091E-02 0.97997E-02 0.10198E-01 0.10604E-01 0.11018E-01 0.11439E-01 0.11866E-01 0.12300E-01 0.12740E-01 0.13186E-01 0.13638E-01 0.14094E-01 0.14555E-01 0.15020E-01 0.15489E-01 0.15960E-01 0.48061E-01 0.48867E-01 0.49636E-01 0.50367E-01 0.51055E-01 0.51697E-01 0.52287E-01 0.52823E-01 0.53299E-01 0.53712E-01 0.540S6E-01 0.54326E-01 0.54519E-01 0.54629E-01 0.546SOE-01 0.54577E-01 0.54405E-01 0.54129E-01 0.53742E-01 0.53239E-01 0.52614E-01 0.51861E-01 Cliq(g/cu.ft) 0.36913E-04 0.79252E-04 0.12709E-03 0.18049E-03 0.23956E-03 0.30438E-03 0.37505E-03 0.45167E-03 0.53434E-03 0.62319E-03 0.71833E-03 0.81989E-03 0.92797E-03 0.10427E-02 0.11643E-02 0.12927E-02 0.14283E-02 0.15710E-02 0.17211E-02 0.18786E-02 0.20438E-02 0.22167E-02 0.23975E-02 0.25862E-02 0.27832E-02 0.29884E-02 0.32020E-02 0.34241E-02 0.36549E-02 0.38945E-02 0.41428E-02 0.44002E-02 0.46666E-02 0.49421E-02 0.52268E-02 0.55209E-02 0.58242E-02 0.61369E-02 0.64590E-02 0.67906E-02 0.71316E-02 0.74819E-02 0.78417E-02 0.82109E-02 0.85893E-02 0.89770E-02 0.93737E-02 0.97794E-02 0.10194E-01 0.10617E-01 0.11049E-01 0.1U89E-01 0.11937E-01 0.12393E-01 0.12856E-01 0.13326E-01 0.13803E-01 0.14287E-01 0.14776E-01 0.15270E-01 0.15770E-01 0.16273E-01 0.16781E-01 0.17291E-01 0.12729E-05 0.12943E-05 0.13147E-05 0.13340E-05 0.13522E-05 0.13692E-05 0.13849E-05 0.13991E-05 0.14117E-05 0.14226E-05 O.U317E-05 0.14389E-05 0.14440E-05 0.14469E-05 0.14474E-05 0.14455E-05 0.14410E-05 0.14337E-05 0.14234E-05 0.14101E-05 0.13935E-05 0.13736E-05 CsolCg/g) 0.97768E-09 0.20991E-08 0.33660E-08 0.47806E-08 0.63450E-08 0.80618E-08 0.99335E-08 0.11963E-07 0.14153E-07 0.16506E-07 0.19026E-07 0.21715E-07 0.24578E-07 0.27617E-07 0.30837E-07 0.34239E-07 0.37829E-07 0.41610E-07 0.45584E-07 0.49757E-07 0.54131E-07 0.58710E-07 0.63499E-07 0.68499E-07 0.73715E-07 0.79150E-07 0.84808E-07 0.90692E-07 0.96804E-07 0.10315E-06 0.10973E-06 0.11654E-06 0.12360E-06 0.13090E-06 0.13844E-06 0.14622E-06 0.15426E-06 0.16254E-06 0.17107E-06 0.17985E-06 0.18889E-06 0.19817E-06 0.20770E-06 0.21747E-06 0.22750E-06 0.23776E-06 0.24827E-06 0.25902E-06 0.27000E-06 0.28121E-06 0.29264E-06 0.30430E-06 0.31616E-06 0.32823E-06 0.34050E-06 0.35296E-06 0.36559E-06 0.37839E-06 0.39135E-06 0.40444E-06 0.41767E-06 0.43101E-06 0.44445E-06 0.45797E-06 TUT 004 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0.16433E-01 0.16908E-01 0.17383E-01 0.17859E-01 0.18333E-01 0.18806E-01 0.19276E-01 0.19742E-01 0.20204E-01 0.20659E-01 0.21108E-01 0.21548E-01 0.21979E-01 0.22399E-01 0.22806E-01 0.23199E-01 0.23577E-01 0.23938E-01 0.24281E-01 0.24602E-01 0.24901E-01 0.25176E-01 0.25424E-01 0.25644E-01 0.2S833E-01 0.25989E-01 0.26110E-01 0.26193E-01 0.26236E-01 0.26236E-01 0.26191E-01 0.26097E-01 0.25953E-01 0.25754E-01 0.25498E-01 0.25183E-01 I 80.000 Cgas(g/cu.ft> 0.17465E-04 0.37497E-04 0.60129E-04 0.85398E-04 0.11335E-03 0.14401E-03 0.17745E-03 0.21370E-03 0.25281E-03 0.29485E-03 0.33986E-03 0.38791E-03 0.43905E-03 0.49334E-03 0.55084E-03 0.61162E-03 0.67575E-03 0.74327E-03 0.81427E-03 0.88880E-03 0.96693E-03 0.10487E-02 0.11342E-02 0.12235E-02 0.13167E-02 0.14138E-02 0.15148E-02 0.16199E-02 0.17291E-02 0.18424E-02 0.19599E-02 0.20816E-02 0.22076E-02 0.23379E-02 0.24726E-02 0.261 16E-02 0.27551E-02 0.29030E-02 0.30553E-02 0.32121E-02 0.33734E-02 0.35391E-02 0.37092E-02 0.38838E-02 0.40628E-02 0.42461E-02 0.44337E-02 0.46256E-02 0.48216E-02 0.50218E-02 0.17804E-01 0.18318E-01 0.18833E-01 0.19348E-01 0.19862E-01 0.20375E-01 0.20884E-01 0.21389E-01 0.21889E-01 0.22383E-01 0.22869E-01 0.23346E-01 0.23812E-01 0.24267E-01 0.24708E-01 0.25135E-01 0.25544E-01 0.25935E-01 0.26306E-01 0.26655E-01 0.26979E-01 0.27276E-01 0.27545E-01 0.27783E-01 0.27988E-01 0.28157E-01 0.28288E-01 0.28378E-01 0.28425E-01 0.28425E-01 0.28376E-01 0.28274E-01 0.28118E-01 0.27902E-01 0.27625E-01 0.27283E-01 Cliq(g/cu.ft) 0.18922E-04 0.40625E-04 0.65145E-04 0.92522E-04 0.12280E-03 0.15603E-03 0.19225E-03 0.23152E-03 0.27390E-03 0.31945E-03 0.36822E-03 0.42027E-03 0.47567E-03 0.53449E-03 0.59679E-03 0.66265E-03 0.73212E-03 0.80528E-03 0.88220E-03 0.96294E-03 0.10476E-02 0.11362E-02 0.12289E-02 0.13256E-02 0.14266E-02 0.15317E-02 0.16412E-02 0.17550E-02 0.18733E-02 0.19961E-02 0.21234E-02 0.22552E-02 0.23917E-02 0.25329E-02 0.26788E-02 0.28295E-02 0.29849E-02 0.31452E-02 0.33102E-02 0.34801E-02 0.36548E-02 0.38343E-02 0.40187E-02 0.42078E-02 0.44017E-02 0.46003E-02 0.48036E-02 0.50114E-02 0.52239E-02 0.54407E-02 0.47155E-06 0.48517E-06 0.49882E-06 0.51246E-06 0.52607E-06 0.53964E-06 0.55313E-06 0.56651E-06 0.57975E-06 0.59282E-06 0.60570E-06 0.61833E-06 0.63069E-06 0.64273E-06 0.65442E-06 0.66572E-06 0.67657E-06 0.68692E-06 0.69674E-06 0.70597E-06 0.71455E-06 0.72244E-06 0.72956E-06 0.73587E-06 0.74129E-06 0.74577E-06 0.74924E-06 0.75163E-06 0.75286E-06 0.75286E-06 0.75156E-06 0.74887E-06 0.74472E-06 0.73902E-06 0.73168E-06 0.72263E-06 Csol(g/g> O.S0117E-09 0.10760E-08 0.17254E-08 0.24505E-08 0.32525E-08 0.41325E-08 0.50919E-08 0.61321E-08 0.72546E-08 0.84609E-08 0.97525E-08 0.11131E-07 0.12599E-07 0.14157E-07 0.15807E-07 0.17551E-07 0.19391E-07 0.21328E-07 0.23366E-07 0.25504E-07 0.27746E-07 0.30093E-07 0.32547E-07 0.35110E-07 0.37784E-07 0.40569E-07 0.43469E-07 0.46484E-07 0.49616E-07 0.52868E-07 0.56239E-07 0.59732E-07 0.63348E-07 0.67087E-07 0.70951E-07 0.74942E-07 0.79058E-07 0.83302E-07 0.87674E-07 0.92173E-07 0.96801E-07 0. 101566-06 0.10644E-06 0.11145E-06 0.11658E-06 0.12184E-06 0.12723E-06 0.13273E-06 0.13836E-06 0.14410E-06 TUT O04 >127 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 0.522S9E-02 0.54340E-02 0.56459E-02 0.58614E-02 0.60805E-02 0.63029E-02 0.65285E-02 0.67571E-02 0.69885E-02 0.72225E-02 0.74587E-02 0. 76971 E- 02 0.79372E-02 0.81787E-02 0.84214E-02 0.86649E-02 0.89089E-02 0.91528E-02 0.93964E-02 0.96391E-02 0.98805E-02 0.10120E-01 0.10357E-01 0.10592E-01 0.10822E-01 0.11049E-01 0.11271E-01 0.11488E-01 0.11698E-01 0.11901E-01 0.12097E-01 0.12284E-01 0.12462E-01 0.12629E-01 0.12786E-01 0.12929E-01 0.13060E-01 0.13177E-01 0.13278E-01 0.13362E-01 0.13429E-01 0.13477E-01 0.13504E-01 0.13510E-01 0.13493E-01 0.13452E-01 0.13385E-01 0.13290E-01 0.13167E-01 0.13013E-01 I 90.000 Cgas(g/cu.ft) 0.89527E-05 0.19221E-04 0.30822E-04 0.43776E-04 0.58101E-04 0.73822E-04 0.90960E-04 0.10954E-03 0.12959E-03 0.15114E-03 0.17422E-03 0.19884E-03 0.22506E-03 0.25289E-03 0.28236E-03 0.31352E-03 0.34639E-03 0.38100E-03 0.41740E-03 0.45560E-03 0.49565E-03 0.53757E-03 0.58141E-03 0.62719E-03 0.67494E-03 0.72470E-03 0.77650E-03 0.83036E-03 0.88632E-03 0.94439E-03 0.10046E-02 0.10670E-02 0.11316E-02 0.11984E-02 0.12674E-02 0.13387E-02 0.56619E-02 0.58874E-02 0.61169E-02 0.63504E-02 0.65878E-02 0.68287E-02 0.70732E-02 0.73208E-02 0.75715E-02 0.78250E-02 0.80810E-02 0.83392E-02 0.85993E-02 0.88610E-02 0.91240E-02 0.93878E-02 0.96521E-02 0.99164E-02 0.10180E-01 0.10443E-01 0.10705E-01 0.10964E-01 0.11221E-01 0.11475E-01 0.11725E-01 0.11971E-01 0.12211E-01 0.12446E-01 0.12674E-01 0.12894E-01 0.13106E-01 0.13309E-01 0.13501E-01 0.13683E-01 0.13852E-01 0.14008E-01 0.14150E-01 0.14276E-01 0.14385E-01 0.14477E-01 0.14549E-01 0.14601E-01 0.14631E-01 O.U637E-01 0.14619E-01 0.14574E-01 0.14501E-01 0.14399E-01 0.14265E-01 0.14098E-01 CliqCg/cu.ft) 0.96995E-05 0.20825E-04 0.33394E-04 0.47428E-04 0.62948E-04 0.79980E-04 0.98548E-04 0.11868E-03 0.14040E-03 0.16375E-03 0.18875E-03 0.21543E-03 0.24383E-03 0.27398E-03 0.30592E-03 0.33968E-03 0.37529E-03 0.41279E-03 0.45222E-03 0.49361E-03 0.53700E-03 0.58242E-03 0.62991E-03 0.67951E-03 0.73125E-03 0.78516E-03 0.84128E-03 0.89963E-03 0.96026E-03 0.10232E-02 0.10884E-02 0.11560E-02 0.12260E-02 0.12984E-02 0.13731E-02 0.14504E-02 0.14996E-06 0.15593E-06 0.16201E-06 0.16820E-06 0.17448E-06 0.18086E-06 0.18734E-06 0.19390E-06 0.20054E-06 0.20725E-06 0.21403E-06 0.22087E-06 0.22776E-06 0.23469E-06 0.24166E-06 0.24864E-06 0.2S564E-06 0.26264E-06 0.26963E-06 0.27660E-06 0.28352E-06 0.29040E-06 0.29721E-06 0.30393E-06 0.31055E-06 0.31706E-06 0.32343E-06 0.32964E-06 0.33568E-06 0.34151E-06 0.34713E-06 0.35250E-06 0.35760E-06 0.36240E-06 0.36689E-06 0.37102E-06 0.37477E-06 0.37811E-06 0.38101E-06 0.38343E-06 0.38535E-06 0.38672E-06 0.38751E-06 0.38768E-06 0.38719E-06 0.38600E-06 0.38407E-06 0.38136E-06 0.37782E-06 0.37341E-06 CsoUg/g) 0.25690E-09 0.55156E-09 0.88446E-09 0.12562E-08 0.16672E-08 0.21183E-08 0.26101E-08 0.31434E-08 0.37187E-08 0.43371E-08 0.49992E-08 0.57059E-08 0.64581E-08 0.72567E-08 0.81025E-08 0.89966E-08 0.99398E-08 0.10933E-07 0.11977E-07 0.13074E-07 0.14223E-07 0.15426E-07 0.16684E-07 0.17997E-07 0.19368E-07 0.20796E-07 0.22282E-07 0.23828E-07 0.25433E-07 0.27100E-07 0.28828E-07 0.30618E-07 0.32471E-07 0.34388E-07 0.36369E-07 0.38414E-07 TUT 004 2128 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 0.14122E-02 0.14880E-02 0.15661E-02 0.16465E-02 0.17291E-02 0.18141E-02 0.19013E-02 0.19907E-02 0.20825E-02 0.21764E-02 0.22726E-02 0.23709E-02 0.24714E-02 0.25740E-02 0.26786E-02 0.27853E-02 0.28939E-02 0.30043E-02 0.31166E-02 0.32306E-02 0.33462E-02 0.34634E-02 0.35820E-02 0.37019E-02 0.38230E-02 0.39452E-02 0.40682E-02 0.41921E-02 0.43165E-02 0.44413E-02 0.45663E-02 0.46914E-02 0.48163E-02 0.49407E-02 0.50645E-02 0.51874E-02 0.53090E-02 0.54292E-02 0.55477E-02 0.56640E-02 0.57779E-02 0.58890E-02 0.59970E-02 0.61015E-02 0.62020E-02 0.62982E-02 0.63897E-02 0.64758E-02 0.65563E-02 0.66305E-02 0.66980E-02 0.67582E-02 0.68105E-02 0.68545E-02 0.68894E-02 0.69146E-02 0.69295E-02 0.69334E-02 0.69257E-02 0.69055E-02 0.68722E-02 0.68249E-02 0.67629E-02 0.66854E-02 I 100.000 Cgas(g/cu.ft) 0.45891E-05 0.98528E-05 0.15800E-04 0.22439E-04 0.29783E-04 0.37841E-04 0.46626E-04 0.56152E-04 0.66430E-04 0.77476E-04 0.89303E-04 0.10193E-03 0.11536E-03 0.12963E-03 0.14474E-03 0.16071E-03 0.17756E-03 0. 195306-03 0.21396E-03 0.23354E-03 0.25407E-03 0.27556E-03 0. 153006-02 0.16122E-02 0.16968E-02 0.178386-02 0.18734E-02 0.19654E-02 0.20599E-02 0.21568E-02 0.22S62E-02 0.235806-02 0.246226-02 0.256876-02 0.26776E-02 0.27887E-02 0.29021E-02 0.301766-02 0.313536-02 0.325506-02 0.337666-02 0.350016-02 0.36254E-02 0.37523E-02 0.38808E-02 0.401076-02 0.41419E-02 0.42743E-02 0.44076E-02 0.45418E-02 0.467666-02 0.481186-02 0.494736-02 O.S0828E-02 0.52181E-02 0.53529E-02 0.548706-02 0.56201E-02 0.575196-02 0.58822E-02 0.60105E-02 0.61365E-02 0.62599E-02 0.63803E-02 0.64973E-02 0.66105E-02 0.67194E-02 0.68237E-02 0.69227E-02 0.70161E-02 0.71032E-02 0.71836E-02 0.72568E-02 0.73220E-02 0.737876-02 0.742636-02 0.74641E-02 0.74914E-02 0.75076E-02 0.75118E-02 0.75034E-02 0. 748166-02 0.74455E-02 0.73942E-02 0.73271E-02 0.72431E-02 Cliq(g/cu.ft) 0.49720E-05 0.10675E-04 0.17118E-04 0.24311E-04 0.32267E-04 0.40998E-04 0.505166-04 0.608366-04 0.71972E-04 0.839396-04 0.967536-04 0.110436-03 0.124996-03 0.140446-03 0.15682E-03 0.174126-03 0.192376-03 0.211606-03 0.231816-03 0.253026-03 0.275276-03 0.298556-03 0.405246-07 0.427006-07 0.449406-07 0.47246E-07 0.496186-07 0.520556-07 0.545586-07 0.571256-07 0.597576-07 0.62453E-07 0.65213E-07 0.680346-07 0.709186-07 0.738626-07 0.768646-07 0.79925E-07 0.83041E-07 0.8621 IE-07 0.89432E-07 0.92703E-07 0.96021E-07 0.99384E-07 0.10279E-06 0.10623E-06 0.10970E-06 0.11321E-06 0.11674E-06 0.12029E-06 0.12386E-06 0.12744E-06 0.13103E-06 0.13462E-06 0.138216-06 0.14178E-06 0.14533E-06 0.14885E-06 0.15235E-06 0.15579E-06 0.15919E-06 0.16253E-06 0.16580E-06 0.16899E-06 0.17209E-06 0.17508E-06 0.17797E-06 0.18073E-06 0.18335E-06 0.18583E-06 0.18814E-06 0.19026E-06 0.19220E-06 0.19393E-06 0.19543E-06 0.196696-06 0.197696-06 0.19842E-06 0.19885E-06 0.19896E-06 0.198736-06 0.198166-06 0.197206-06 0.195846-06 0.194066-06 0.191846-06 Csol<g/g) 0.131696-09 0.282736-09 0.453386-09 0.643916-09 0.854636-09 0.108596-08 0.133806-08 0.161136-08 0.19062E-08 0.22232E-08 0.25626E-08 0.29249E-08 0.33104E-08 0.371 98E-08 0.41534E-08 0.46117E-08 0.50952E-08 0.56043E-08 0.613966-08 0.670166-08 0.72907E-08 0.79074E-08 TUT CO 4 212C 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 1 234 5678 0.29803E-03 0.32150E-03 0.34598E-03 0.37148E-03 0.39804E-03 0.42564E-03 0.45433E-03 0.48410E-03 0.51497E-03 0.54695E-03 0.58005E-03 0.61429E-03 0.64968E-03 0.68621E-03 0.72390E-03 0.76276E-03 0.80279E-03 0.84398E-03 0.88635E-03 0.92988E-03 0.97458E-03 0.10204E-02 0.10675E-02 0.11156E-02 0.11649E-02 0.12153E-02 0.12668E-02 0.13194E-02 0.13730E-02 0.14277E-02 0.14834E-02 0.15400E-02 0.15975E-02 0.16560E-02 0.17152E-02 0.17753E-02 0.18361E-02 0.18976E-02 0.19596E-02 0.20222E-02 0.20853E-02 0.21488E-02 0.22126E-02 0.22766E-02 0.23407E-02 0.24048E-02 0.24688E-02 0.2S326E-02 0.25960E-02 0.26590E-02 0.27214E-02 0.27830E-02 0.28437E-02 0.29033E-02 0.29617E-02 0.30187E-02 0.30741E-02 0.31277E-02 0.31792E-02 0.32286E-02 0.32755E-02 0.33197E-02 0.33610E-02 0.33991E-02 0.34337E-02 0.34646E-02 0.34916E-02 0.35142E-02 0.35321E-02 0.35452E-02 0.35529E-02 0.355SOE-02 0.35512E-02 0.35410E-02 0.35241E-02 0.35000E-02 0.34684E-02 0.34289E-02 I 110.000 Cgas(g/cu.ft) 0.23524E-05 0.50505E-05 0.80989E-05 0.11502E-04 0.15267E-04 0.19397E-04 0.23901E-04 0.28783E-04 0.32290E-03 0.34832E-03 0.37484E-03 0.40248E-03 0.43124E-03 0.46115E-03 0.49223E-03 0.52448E-03 0.55793E-03 0.59258E-03 0.62844E-03 0.66554E-03 0.70388E-03 0.74346E-03 0.78430E-03 0.82639E-03 0.86976E-03 0.91439E-03 0.96029E-03 0.10075E-02 0.10559E-02 0.11056E-02 0.11565E-02 0.12087E-02 0.12621E-02 0.13167E-02 0.13725E-02 0.14295E-02 0.14876E-02 0.15468E-02 0.16071E-02 0.16685E-02 0.17308E-02 0.17941E-02 0.18583E-02 0.19234E-02 0.19893E-02 0.20559E-02 0.21231E-02 0.21909E-02 0.22593E-02 0.23281E-02 0.23972E-02 0.24665E-02 0.25359E-02 0.26054E-02 0.26747E-02 0.27438E-02 0.28126E-02 0.28808E-02 0.29484E-02 0.30152E-02 0.30809E-02 0.31456E-02 0.32088E-02 0.32706E-02 0.33306E-02 0.33886E-02 0.34445E-02 0.34979E-02 0.35487E-02 0.35966E-02 0.36414E-02 0.36826E-02 0.37202E-02 0.37537E-02 0.37828E-02 0.38073E-02 0.38268E-02 0.38409E-02 0.38493E-02 0.38516E-02 0.38474E-02 0.38364E-02 0.38180E-02 0.37920E-02 0.37578E-02 0.37149E-02 Cliq(g/cu.ft) 0.25486E-05 0.54719E-05 0.87745E-05 0.12462E-04 0.16540E-04 0.21016E-04 0.25895E-04 0.31185E-04 0.85522E-08 0.92256E-08 0.99280E-08 0.10660E-07 0.11422E-07 0.12214E-07 0.13037E-07 0.13891E-07 0.14777E-07 0.15695E-07 0.16645E-07 0.17627E-07 0.18643E-07 0.19691E-07 0.20773E-07 0.21888E-07 0.23036E-07 0.24218E-07 0.25434E-07 0.26683E-07 0.27966E-07 0.29282E-07 0.30631E-07 0.32013E-07 0.33428E-07 0.34874E-07 0.36352E-07 0.37861E-07 0.39400E-07 0.40969E-07 0.42566E-07 0.44191E-07 0.45842E-07 0.47519E-07 0.49220E-07 0.50943E-07 0.52687E-07 0.54451E-07 0.56232E-07 0.58029E-07 0.59839E-07 0.61661E-07 0.63491E-07 0.65327E-07 0.67166E-07 0.69006E-07 0.70842E-07 0.72673E-07 0.74494E-07 0.76301E-07 0.78091E-07 0.79859E-07 0.81601E-07 0.83313E-07 0.84988E-07 0.86624E-07 0.88213E-07 0.89750E-07 0.91230E-07 0.92646E-07 0.93991E-07 0.95260E-07 0.96444E-07 0.97538E-07 0.98532E-07 0.99419E-07 0.10019E-06 0.10084E-06 0.10136E-06 0.10173E-06 0.10195E-06 0.10201E-06 0.10190E-06 0.10161E-06 0.10112E-06 0.10043E-06 0.99527E-07 0.98393E-07 Csol(g/g} 0.67503E-10 0.14493E-09 0.23240E-09 0.33007E-09 0.43808E-09 0.55662E-09 0.68584E-09 0.82595E-09 TUT O04 >JL3Q 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 0.34052E-04 0.39714E-04 0.45777E-04 O.S2248E-04 O.S9136E-04 0.66449E-04 0.74194E-04 0.82381E-04 0.91017E-04 0.10011E-03 0.10968E-03 0.11971E-03 0.13024E-03 0.14125E-03 0.15277E-03 0.16480E-03 0.17735E-03 0.19042E-03 0.20403E-03 0.21819E-03 0.23289E-03 0.24815E-03 0.26397E-03 0.28037E-03 0.29734E-03 0.31489E-03 0.33302E-03 0.35175E-03 0.37107E-03 0.39099E-03 0.41151E-03 0.43263E-03 0.45434E-03 0.47666E-03 0.49957E-03 0.52308E-03 0.54718E-03 0.57187E-03 0.59713E-03 0.62297E-03 0.64937E-03 0.67633E-03 0.70382E-03 0.73184E-03 0.76037E-03 0.78940E-03 0.81890E-03 0.8488SE-03 0.87923E-03 0.91002E-03 0.94118E-03 0.97268E-03 0.10045E-02 0.10366E-02 0.10689E-02 0.11015E-02 0.11342E-02 0.11670E-02 0.11998E-02 0.12327E-02 0.12655E-02 0.12982E-02 0.13307E-02 0.13630E-02 0.13950E-02 0.14266E-02 0.14577E-02 0.14882E-02 0.15182E-02 0.15474E-02 0.15758E-02 0.16032E-02 0.16297E-02 0.16550E-02 0.16790E-02 0.17017E-02 0.17228E-02 0.17424E-02 0.17601E-02 0.17760E-02 0.17898E-02 0.18014E-02 0.18106E-02 0.18173E-02 0.18213E-02 0.18224E-02 0.18204E-02 0.18152E-02 0.18066E-02 0.17943E-02 0.36893E-04 0.43027E-04 0.49596E-04 0.56607E-04 0.64070E-04 0.71992E-04 0.80384E-04 0.89253E-04 0.98610E-04 0.10846E-03 0.11882E-03 0.12970E-03 0.14110E-03 0.15304E-03 0.16552E-03 0.17855E-03 0.19214E-03 0.20631E-03 0.22105E-03 0.23639E-03 0.25232E-03 0.26885E-03 0.28599E-03 0.30376E-03 0.32214E-03 0.341 16E-03 0.36081E-03 0.38110E-03 0.40203E-03 0.42361E-03 0.44584E-03 0.46872E-03 0.49225E-03 0.51642E-03 O.S4125E-03 0.56672E-03 0.59283E-03 0.61958E-03 0.64695E-03 0.67494E-03 0.70355E-03 0.73275E-03 0.76254E-03 0.79290E-03 0.82381E-03 0.85525E-03 0.88721E-03 0.91966E-03 0.95258E-03 0.98593E-03 0.10197E-02 0.10538E-02 0.10883E-02 0.11231E-02 0.11581E-02 0.11934E-02 0.12288E-02 0.12643E-02 0.12999E-02 0.13355E-02 0.13711E-02 0.14065E-02 0.14417E-02 0.14767E-02 0.15113E-02 0.15456E-02 0.15793E-02 0.16124E-02 0.16448E-02 0.16765E-02 0.17072E-02 0.17370E-02 0.17656E-02 0.17930E-02 0.18191E-02 0.18436E-02 0.18666E-02 0.18877E-02 0.19070E-02 0.19242E-02 0.19391E-02 0.19517E-02 0.19617E-02 0.19689E-02 0.19732E-02 0.19744E-02 0.19723E-02 0.19667E-02 0.19573E-02 0.19440E-02 0.97714E-09 0.11396E-08 0.13136E-08 0.14993E-08 0.16969E-08 0.19068E-08 0.21290E-08 0.23639E-08 0.26118E-08 0.28728E-08 0.31472E-08 0.34352E-08 0.37372E-08 0.40533E-08 0.43838E-08 0.47290E-08 0.50891E-08 0.54643E-08 0.58548E-08 0.62609E-08 0.66828E-08 0.71207E-08 0.75748E-08 0.80452E-08 0.85322E-08 0.90358E-08 0.95563E-08 0.10094E-07 0.10648E-07 0.11220E-07 0.11808E-07 0.12414E-07 0.13038E-07 0.13678E-07 0.14335E-07 0.15010E-07 0.15702E-07 0.16410E-07 0.17135E-07 0.17876E-07 0.18634E-07 0.19408E-07 0.20196E-07 0.21001E-07 0.21819E-07 0.22652E-07 0.23499E-07 0.24358E-07 0.25230E-07 0.261 13E-07 0.27007E-07 0.27912E-07 0.28825E-07 0.29746E-07 0.30673E-07 0.31607E-07 0.32545E-07 0.33486E-07 0.34429E-07 0.35372E-07 0.36314E-07 0.37252E-07 0.38185E-07 0.39112E-07 0.40029E-07 0.40935E-07 0.41828E-07 0.42706E-07 0.43565E-07 0.44403E-07 0.45218E-07 0.46006E-07 0.46764E-07 0.47490E-07 0.48180E-07 0.48830E-07 0.49438E-07 0.49998E-07 0.50508E-07 0.50963E-07 0.51359E-07 0.51692E-07 0.51957E-07 0.52149E-07 0.52263E-07 0.52295E-07 0.52239E-07 0.52089E-07 0.51840E-07 0.51487E-07 TUT 004 2131 99 100 POLYGON Time: Cell1 2 3 4 5 6 7 8 9 10 11 12 13U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 0.17781E-02 0.17579E-02 1 120.000 Cgas(g/cu.ft) 0.12058E-05 0.2S889E-05 0.41515E-05 0.58962E-05 0.782S7E-05 0.99431E-05 0.12252E-04 0.14754E-04 0.17455E-04 0.20357E-04 0.23465E-04 0.26782E-04 0.30313E-04 0.34062E-04 0.38032E-04 0.42228E-04 0.46656E-04 0.51318E-04 0.56219E-04 0.61365E-04 0.66759E-04 0.72406E-04 0.78311E-04 0.84477E-04 0.90909E-04 0.9761 IE-04 0.10459E-03 0.11184E-03 0.119386-03 0.12720E-03 0.13531E-03 0.14372E-03 0.15241E-03 0.16U1E-03 0.17071E-03 0.18031E-03 0.19021E-03 0.20042E-03 0.21094E-03 0.22176E-03 0.23290E-03 0.24434E-03 0.25608E-03 0.26813E-03 0.28049E-03 0.29314E-03 0.30609E-03 0.31934E-03 0.33287E-03 0.34669E-03 0.36078E-03 0.37514E-03 0.38977E-03 0.40465E-03 0.41977E-03 0.43512E-03 0.45069E-03 0.46647E-03 0.48245E-03 0.49860E-03 0.51491E-03 0.53136E-03 0.54793E-03 0.56461E-03 0.58137E-03 0.59818E-03 0.61502E-03 0.63187E-03 0.64868E-03 0.66545E-03 0.68212E-03 0.69867E-03 0.71506E-03 0.73125E-03 0.74720E-03 0.76287E-03 0.77822E-03 0.79319E-03 0.80774E-03 0.82182E-03 0.83537E-03 0.84833E-03 0.86066E-03 0.87228E-03 0.19264E-02 0.19045E-02 Cliq(g/cu.ft) 0.13064E-05 0.28049E-05 0.44978E-05 0.63880E-05 0.84786E-05 0.10773E-04 0.13274E-04 0.15985E-04 0.18911E-04 0.22056E-04 0.25423E-04 0.29017E-04 0.32842E-04 0.36903E-04 0.41205E-04 0.45751E-04 0.50548E-04 0.55599E-04 0.60909E-04 0.66484E-04 0.72329E-04 0.78447E-04 0.84844E-04 0.91524E-04 0.98493E-04 0.10575E-03 0.11331E-03 0.12117E-03 0.12934E-03 0.13781E-03 0.14660E-03 0.15570E-03 0.16513E-03 0.17488E-03 0.18495E-03 0.19535E-03 0.20608E-03 0.21714E-03 0.22854E-03 0.24026E-03 0.25232E-03 0.26472E-03 0.27744E-03 0.29050E-03 0.30388E-03 0.31759E-03 0.33163E-03 0.34598E-03 0.36064E-03 0.37561E-03 0.39088E-03 0.40644E-03 0.42228E-03 0.43840E-03 0.45479E-03 0.47142E-03 0.48829E-03 0.50539E-03 0.52269E-03 0.54019E-03 0.55786E-03 0.57569E-03 0.59364E-03 0.61171E-03 0.62987E-03 0.64808E-03 0.66633E-03 0.68458E-03 0.70280E-03 0.72096E-03 0.73902E-03 0.75695E-03 0.77471E-03 0.79225E-03 0.80953E-03 0.82651E-03 0.84314E-03 0.85936E-03 0.87512E-03 0.89038E-03 0.90506E-03 0.9191 1E-03 0.93246E-03 0.94505E-03 0.51023E-07 0.50442E-07 Csol(g/g) 0.34602E-10 0.74289E-10 0.11913E-09 0.16919E-09 0.22456E-09 0.28532E-09 0.35156E-09 0.42338E-09 0.50088E-09 0.58416E-09 0.67335E-09 0.76853E-09 0.86985E-09 0.97741E-09 0.10913E-08 0.12118E-08 0.13388E-08 0.14726E-08 0.16132E-08 0.17609E-08 0.19157E-08 0.20777E-08 0.22472E-08 0.24241E-08 0.26087E-08 0.28010E-08 0.30012E-08 0.32094E-08 0.34256E-08 0. 36501 E- 08 0.38828E-08 0.41240E-08 0.43736E-08 0.46318E-08 0.48985E-08 0.51740E-08 0.54582E-08 0.57512E-08 0.60530E-08 0.63636E-08 0.66830E-08 0.70113E-08 0.73483E-08 0.76941E-08 0.80486E-08 0.84118E-08 0.87834E-08 0.91635E-08 0.95518E-08 0.99483E-08 0.10353E-07 0.10765E-07 0.11185E-07 0.11611E-07 0.12045E-07 0.12486E-07 0.12933E-07 0.13386E-07 0.13844E-07 0.14307E-07 0.14775E-07 0.15248E-07 0.15723E-07 0.16202E-07 0.16683E-07 0.17165E-07 0.17648E-07 0.18132E-07 0.18614E-07 0.19095E-07 0.19574E-07 0.20049E-07 0.20519E-07 0.20983E-07 0.21441E-07 0.21891E-07 0.22331E-07 0. 22761 E- 07 0.23178E-07 0.23582E-07 0.23971E-07 0.24343E-07 0.24697E-07 0.25030E-07 TUT OO4 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 0.88313E-03 0.89314E-03 0.90225E-03 0.91038E-03 0.91745E-03 0.92340E-Q3 0.92813E-03 0.93156E-03 0.93360E-03 0.93417E-03 0.93317E-03 0.93050E-03 0.92606E-03 0.91975E-03 0.91147E-03 0.90109E-03 I 130.000 Cgas(g/cu.ft) 0.61811E-06 0.13271E-05 0.21281E-05 0.30224E-05 0.40115E-05 0.50968E-05 0.62801E-05 0.75631E-05 0.89475E-05 0.10435E-04 0.12028E-04 0.13729E-04 0.15539E-04 0.17460E-04 0.19495E-04 0.21646E-04 0.23916E-04 0.26305E-04 0.28818E-04 0.3U56E-04 0.34221E-04 0.37116E-04 0.40142E-04 0.43303E-04 0.46600E-04 0.50035E-04 0.53612E-04 0.57330E-04 0.61193E-04 0.65203E-04 0.69361E-04 0.73669E-04 0.78128E-04 0.82739E-04 0.87505E-04 0.92426E-04 0.97503E-04 0.10274E-03 0.10813E-03 0.11368E-03 0.11938E-03 0.12525E-03 0.13127E-03 0.13744E-03 0.14378E-03 0.15026E-03 0.15690E-03 0.16369E-03 0.17063E-03 0.17771E-03 0.18494E-03 0.19230E-03 0.19979E-03 0.20742E-03 0.21517E-03 0.22304E-03 0.23103E-03 0.23911E-03 0.24730E-03 0.2S558E-03 0.26394E-03 0.27237E-03 0.28087E-03 0.28942E-03 0.29801E-03 0.30663E-03 0.31526E-03 0.32389E-03 0.33251E-03 0.34111E-03 0.95680E-03 0.96765E-03 0.97752E-03 0.98632E-03 0.99399E-03 0.10004E-02 0.10056E-02 0.10093E-02 0.10115E-02 0.10121E-02 0.10110E-02 0.10081E-02 0.10033E-02 0.99648E-03 0.98751E-03 0.97627E-03 Cliq(g/cu.ft) 0.66968E-06 0.14378E-05 0.23056E-05 0.32745E-05 0.43461E-05 0.55220E-05 0.68040E-05 0.81940E-05 0.96939E-05 0.11306E-04 0.13032E-04 0.14874E-04 0.16835E-04 0.18917E-04 0.21121E-04 0.23452E-04 0.25911E-04 0.28500E-04 0.31222E-04 0.34080E-04 0.37076E-04 0.40212E-04 0.43491E-04 0.46915E-04 0.50487E-04 0.54210E-04 0.58084E-04 0.62113E-04 0.66298E-04 0.70643E-04 0.75147E-04 0.79814E-04 0.84645E-04 0.89642E-04 0.94805E-04 0.10014E-03 0.10564E-03 0.11131E-03 0.11715E-03 0.12316E-03 0.12934E-03 0.13569E-03 0.14222E-03 0.14891E-03 0.15577E-03 0.16280E-03 0.16999E-03 0.17735E-03 0.18486E-03 0.19254E-03 0.20036E-03 0.20834E-03 0.21646E-03 0.22473E-03 0.23312E-03 0.24165E-03 0.25030E-03 0.25906E-03 0.26793E-03 0.27690E-03 0.28596E-03 0.29510E-03 0.30430E-03 0.31356E-03 0.32287E-03 0.33221E-03 0.34156E-03 0.35091E-03 0.36025E-03 0.36956E-03 0.25342E-07 0.25629E-07 0.2S890E-07 0.26124E-07 0.26327E-07 0.26497E-07 0.26633E-07 0.26731E-07 0.26790E-07 0.26806E-07 0.26778E-07 0.26701E-07 0.26574E-07 0.26393E-07 0.26155E-07 0.25857E-07 Csol(g/g) 0.17737E-10 0.38081E-10 0.61065E-10 0.86728E-10 0.11511E-09 0.14626E-09 0.18021E-09 0.21703E-09 0.25675E-09 0.29944E-09 0.34516E-09 0.39395E-09 0.44588E-09 0.50102E-09 0.55942E-09 0.62115E-09 0.68627E-09 0.75485E-09 0.82695E-09 0.90264E-09 0.98198E-09 0.10650E-08 0.11519E-08 0.12426E-08 0.13372E-08 0.14358E-08 0.15384E-08 0.16451E-08 0.17560E-08 0.18710E-08 0.19903E-08 0.21139E-08 0.22419E-08 0.23742E-08 0.25110E-08 0.26522E-08 0.27979E-08 0.29481E-08 0.31028E-08 0.32620E-08 0.34257E-08 0.35940E-08 0.37668E-08 0.39440E-08 0.41257E-08 0.43119E-08 0.45024E-08 0.46972E-08 0.48963E-08 0.50995E-08 0.53068E-08 0.55181E-08 0.57332E-08 0.59520E-08 0.61745E-08 0.64003E-08 0.66294E-08 0.68615E-08 0.70964-E-08 0.73340E-08 0.75739E-08 0.78159E-08 0.80597E-08 0.83050E-08 0.85515E-08 0.87988E-08 0.90465E-08 0.92943E-08 0.95417E-08 0.97882E-08 TUT OO4 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Ti*e: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 0.34965E-03 0.3S814E-03 0.36654E-03 0.37484E-03 0.38301E-03 0.39105E-03 0.39891E-03 0.40659E-03 0.41405E-03 0.42126E-03 0.42821E-03 0.43486E-03 O.U117E-03 0.44713E-03 0.45269E-03 0.45782E-03 0.46249E-03 0.46666E-03 0.47029E-03 0.47333E-03 0.47576E-03 0.47751E-03 0.47856E-03 0.47885E-03 0.47834E-03 0.47697E-03 0.47470E-03 0.47147E-03 0.46722E-03 0.46190E-03 I 140.000 Cgas(g/cu.ft) 0.31684E-06 0.68025E-06 0.10908E-05 0.15493E-05 0.20563E-05 0.26126E-05 0.32192E-05 0.38768E-05 0.45865E-05 0.53491E-05 0.61657E-05 0.70373E-05 0.79650E-05 0.89500E-05 0.99932E-05 0.11096E-04 0.12259E-04 0.13484E-04 0.14772E-04 0.16124E-04 0.17542E-04 0.19025E-04 0.20577E-04 0.22197E-04 0.23887E-04 0.25648E-04 0.27481E-04 0.29387E-04 0.31368E-04 0.33423E-04 0.35554E-04 0.37762E-04 0.40048E-04 0.42412E-04 0.44855E-04 0.47378E-04 0.49980E-04 O.S2663E-04 0.55426E-04 0.58270E-04 0.61195E-04 0.64201E-04 0.67287E-04 0.70454E-04 0.73700E-04 0.77025E-04 0.80428E-04 0.83908E-04 0.87464E-04 0.91095E-04 0.94798E-04 0.98572E-04 0.10241E-03 0.10632E-03 0.11030E-03 0.11433E-03 0.37882E-03 0.38801E-03 0.39712E-03 0.40611E-03 0.41497E-03 0.42367E-03 0.43219E-03 0.44051E-03 0.44859E-03 0.45641E-03 0.46393E-03 0.471 13E-03 0.47798E-03 0.48443E-03 0.49045E-03 0.49602E-03 0.50107E-03 0.50559E-03 0.50952E-03 0.51282E-03 0.51545E-03 0.51735E-03 0.51849E-03 0.51880E-03 0.51825E-03 0.51676E-03 0.51430E-03 0.51080E-03 0.50620E-03 0.50043E-03 CliqCg/cu.ft) 0.34328E-06 0.73700E-06 0.11818E-05 0.16785E-05 0.22278E-05 0.28306E-05 0.34877E-05 0.42002E-05 0.49691E-05 0.57953E-05 0.66801E-05 0.76244E-05 0.86295E-05 0.96966E-05 0.10827E-04 0.12022E-04 0.13282E-04 0.14609E-04 0.16004E-04 0.17469E-04 0.19005E-04 0.20613E-04 0.22293E-04 0.24049E-04 0.25880E-04 0.27788E-04 0.29774E-04 0.31839E-04 0.33985E-04 0.3621 1E-04 0.38520E-04 0.40913E-04 0.43389E-04 0.45950E-04 0.48597E-04 0.51330E-04 0.54149E-04 0.57056E-04 0.60050E-04 0.63131E-04 0.66300E-04 0.69557E-04 0.729011-04 0.76331E-04 0.79848E-04 0.83451E-04 0.87138E-04 0.90908E-04 0.94761E-04 0.98694E-04 0.10271E-03 0.10680E-03 0.11096E-03 0.11519E-03 0.11950E-03 0.12387E-03 0.10033E-07 0.10277E-07 0.10518E-07 0.10756E-07 0.10991E-07 0.11221E-07 0.11447E-07 0.11667E-07 0.11881E-07 0.12088E-07 0.12288E-07 0.12478E-07 0.12660E-07 0.12831E-07 0.12990E-07 0.13137E-07 0.13271E-07 0.13391E-07 0.13495E-07 0.13582E-07 0.13652E-07 0.13702E-07 0.13733E-07 0.13741E-07 0.13726E-07 0.13687E-07 0.13622E-07 0.13529E-07 0.13407E-07 0.13254E-07 Csol(g/9> 0.909206-11 0.19520E-10 0.31302E-10 0.44457E-10 0.59005E-10 0.74970E-10 0.92376E-10 0.11125E-09 0.13161E-09 0.15349E-09 0.17693E-09 0.20194E-09 0.22856E-09 0.25682E-09 0.28676E-09 0.31840E-09 0.35178E-09 0.38693E-09 0.42389E-09 0.46269E-09 0.50336E-09 0.54594E-09 0.59046E-09 0.63695E-09 0.68545E-09 0.73598E-09 0.78859E-09 0.84328E-09 0.90011E-09 0.95909E-09 0.10202E-08 0.10836E-08 0.11492E-08 0.12170E-08 0.12871E-08 0.13595E-08 0.14342E-08 0.15112E-08 0.15905E-08 0.16721E-08 0.17560E-08 5.18423E-08 0.19308E-08 0.20217E-08 0.21148E-08 0.22103E-08 0.23079E-08 0.24078E-08 0.2S098E-08 0.26140E-08 0.27203E-08 0.28286E-08 0.29388E-08 0.30510E-08 0.31650E-08 0.32808E-08 TUT OO4 ?134 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 123456789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 0.11842E-03 0. 122576-03 0.12677E-03 0.131016-03 0.135306-03 0.139626-03 0. 143976-03 0.148366-03 0.152766-03 0.157186-03 0.161606-03 0.166036-03 0.170456-03 0.174856-03 0.179236-03 0.183586-03 0.187896-03 0.192146-03 0.196336-03 0.200456-03 0.20448E-03 0.20842E-03 0.212246-03 0.215946-03 0.219506-03 0.222916-03 0.226146-03 0.229206-03 0.232056-03 0.234686-03 0.237076-03 0.239216-03 0.241076-03 0.242636-03 0.243876-03 0.244776-03 0.245316-03 0.245466-03 0.245206-03 0. 244506-03 0.243336-03 0.241676-03 0.239506-03 0.236776-03 I 150.000 Cgas(g/cu.ft) 0.162416-06 0.348706-06 0.559166-06 0.794156-06 0.105406-05 0.133926-05 0.165026-05 0.198736-05 0.235106-05 0. 274196-05 0.316056-05 0.360736-05 0.408296-05 0.45877E-05 0.512256-05 0.568776-05 0.628406-05 0.691206-05 0.757226-05 0.826536-05 0.899186-05 0.975246-05 0.105486-04 0.113786-04 0.122456-04 0.131476-04 0.140876-04 0.150646-04 0.160796-04 0.171336-04 0.182256-04 0.193576-04 0.205296-04 0.217406-04 0.229936-04 0.242866-04 0.256206-04 0.269956-04 0.284116-04 0.298696-04 0.313696-04 0.329096-04 0.128306-03 0.132806-03 0.137346-03 0.141946-03 0.146586-03 0.151276-03 0.155996-03 0.160736-03 0.165506-03 0.170296-03 0.17508E-03 0.179886-03 0.184676-03 0.189446-03 0.194186-03 0.198906-03 0.203566-03 0.208176-03 0.212716-03 0.217176-03 0.221546-03 0.225806-03 0.229956-03 0.233956-03 0.237816-03 0.241506-03 0.245016-03 0.248326-03 0.251416-03 0.254266-03 0.256856-03 0.259166-03 0.261186-03 0.262876-03 0.264226-03 0.265196-03 0.265786-03 0.265946-03 0.265656-03 0.264896-03 0.263636-03 0.261836-03 0.259486-03 0.256526-03 CliqCg/cu.ft) 0.175966-06 0.377796-06 0.605816-06 0.860406-06 0.114206-05 0.145106-05 0.178786-05 0.215306-05 0.254726-05 0. 297076-05 0.342426-05 0.390836-05 0.442356-05 0.497056-05 0.554986-05 0.616226-05 0.680836-05 0.748866-05 0.82039E-05 0.895486-05 0.974196-05 0.105666-04 0.114286-04 0.123276-04 0.132666-04 0.142446-04 0.152626-04 0.163216-04 0.174206-04 0.185626-04 0.197466-04 0.209726-04 0.222416-04 0.235546-04 0.249116-04 0.263126-04 0.277576-04 0.292476-04 0.307826-04 0.323616-04 0.339866-04 0.356556-04 0.339826-08 0.351726-08 0.363766-08 0.375946-08 0.388246-08 0.400646-08 0.413146-08 0.425716-08 0.438356-08 0.451026-08 0.463726-08 0.476426-08 0.489106-08 0.501746-08 0.514316-08 0.526796-08 0.539156-08 0.551366-08 0.563386-08 0.575206-08 0.586776-08 0.598066-08 0.609036-08 0.619656-08 0.629866-08 0.639646-08 0.648936-08 0.657696-08 0.665876-08 0.673426-08 0.680296-08 0.686426-08 0.691756-08 0.696246-08 0.699806-08 0.702396-08 0.703936-08 0.704366-08 0.703606-08 0.701596-08 0.698256-08 0.693496-08 0.687246-08 0.679426-08 CsolCg/g) 0.466056-11 0.100066-10 0.160456-10 0.227896-10 0.302466-10 0.384306-10 0.473526-10 0.570256-10 0.674636-10 0.786816-10 0.906936-10 0.103516-09 0.117166-09 0.131656-09 0.146996-09 0.163216-09 0.180326-09 0.198346-09 0.217296-09 0.237186-09 0.258026-09 0.279856-09 0.302676-09 0.326506-09 0.351366-09 0.377266-09 0.404236-09 0.432276-09 0.461406-09 0.491636-09 0.522986-09 0.555466-09 0.589086-09 0.623856-09 0.659786-09 0.696896-09 0.735176-09 0.774636-09 0.815286-09 0.857116-09 0.900146-09 0.944356-09 TUT OO4 2135 43U 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 0.34491E-04 0.36115E-04 0.37779E-04 0.39483E-04 0.41227E-04 0.43011E-04 0.44834E-04 0.46695E-04 0.48593E-04 0.50528E-04 0.52498E-04 O.S4502E-04 0.56538E-04 0.58606E-04 0.60704E-04 0.62829E-04 0.64981E-04 0.67156E-04 0.69353E-04 0.71569E-04 0. 73801 E-W 0.76047E-04 0.78304E-04 O.B0569E-04 0.82837E-04 0.85106E-04 0.87371E-04 0.89629E-04 0.91874E-04 0.94103E-04 0.96311E-04 0.98491E-04 0.10064E-03 0.10275E-03 0.10482E-03 0.10683E-03 0.10879E-03 0.11069E-03 0.11252E-03 0.11426E-03 0.11592E-03 0.11749E-03 0.11895E-03 0.12030E-03 0.12152E-03 0.12262E-03 0.12357E-03 0.12437E-03 0.12501E-03 0.12547E-03 0.12575E-03 0.12582E-03 0.12569E-03 0.12533E-03 0.12473E-03 0.12388E-03 0.12277E-03 0.12137E-03 I 160.000 Cgas(g/cu.ft) 0.83253E-07 0.17874E-06 0.28663E-06 0.40708E-06 0.54030E-06 0.68649E-06 0.84587E-06 0.10187E-05 0.12051E-05 0.14055E-05 0.16201E-05 0.18491E-05 0.20929E-05 0.23517E-05 0.26258E-05 0.29155E-05 0.32212E-05 0.35431E-05 0.38815E-05 0.42368E-05 0.46092E-05 0.49991E-05 0.54067E-05 0.58325E-05 0.62765E-05 0.67393E-05 0.72209E-05 0.77218E-05 0.37369E-04 0.39127E-04 0.40930E-04 0.42777E-04 0.44667E-04 0.46599E-04 0.48574E-04 0.50591E-04 0.52647E-04 0.54743E-04 0.56877E-04 0.59048E-04 0.61255E-04 0.63495E-04 0.65768E-04 0.68071E-04 0.70402E-04 0.72758E-04 0.75138E-04 0.77539E-04 0.79958E-04 0.82391E-04 0.84837E-04 0.87290E-04 0.89748E-04 0.92206E-04 0.94660E-04 0.97106E-04 0.99539E-04 0.10195E-03 0.10435E-03 0.10671E-03 0.10904E-03 0.11132E-03 0.11356E-03 0.11575E-03 0.11787E-03 0.11992E-03 0.12190E-03 0.12379E-03 0.12559E-03 0.12729E-03 0.12887E-03 0.13033E-03 0.13166E-03 0.13285E-03 0.13388E-03 0.13475E-03 0.13544E-03 0.13594E-03 0.13624E-03 0.13632E-03 0.13617E-03 0.13578E-03 0.13514E-03 0.13422E-03 0.13301E-03 0.13149E-03 Cliq(g/cu.ft) 0.90199E-07 0.19365E-06 0.31054E-06 0.44104E-06 0.58538E-06 0.74376E-06 0.91643E-06 0.11036E-05 0.13057E-05 0.1S228E-05 0.17552E-05 0.20034E-05 0.22675E-05 0.25479E-05 0.28448E-05 0.31588E-05 0.34899E-05 0.38387E-05 0.42053E-05 0.45902E-05 0.49937E-05 0.54161E-05 0.58578E-05 0.63190E-05 0.68001E-05 0.73015E-05 0.78233E-05 0.83660E-05 0.9897SE-09 0.10363E-08 0.10841E-08 0.11330E-08 0.11830E-08 0.12342E-08 0.12865E-08 0.13399E-08 0.13944E-08 0.14499E-08 0.15064E-08 0.15639E-08 0.16224E-08 0.16817E-08 0.17419E-08 0.18029E-08 0.18646E-08 0.19271E-08 0.19901E-08 0.20537E-08 0.21178E-08 0.21822E-08 0.22470E-08 0.23119E-08 0.23770E-08 0.24421E-08 0.25071E-08 0.25719E-08 0.26364E-08 0.27003E-08 0.27637E-08 0.28262E-08 0.28879E-08 0.29485E-08 0.30078E-08 0.30657E-08 0.31219E-08 0.31763E-08 0.32287E-08 0.32788E-08 0.33264E-08 0.33713E-08 0.34133E-08 0.34520E-08 0.34872E-08 0.3S186E-08 0.35459E-08 0.3S689E-08 0.35872E-08 0.36004E-08 0.36083E-08 0.36105E-08 0.36067E-08 0.35964E-08 0.35792E-08 0.35548E-08 0.35228E-08 0.34827E-08 Csol(g/g) 0.23890E-11 0.51291E-11 0.82249E-11 0.11681E-10 0.15504E-10 0.19699E-10 0.24273E-10 0.29231E-10 0.34582E-10 0.40332E-10 0.46489E-10 0.53061E-10 0.60056E-10 0.67482E-10 0.75348E-10 0.83662E-10 0.92433E-10 0.10167E-09 0.11138E-09 0.12158E-09 0.13226E-09 0.14345E-09 0.15515E-09 0.16736E-09 0.18011E-09 0.19339E-09 0.20721E-09 0.22158E-09 TUT 004 2136 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.82421E-05 0.87822E-05 0.93422E-05 0.99224E-05 0.10523E-04 0.11144E-04 0.11786E-04 0.12449E-04 0.13133E-04 0.13838E-04 0.14564E-04 0.15311E-04 0.16080E-04 0.16869E-04 0.17680E-04 0.18512E-04 0.19365E-04 0.20239E-04 0.21133E-04 0.22048E-04 0.22982E-04 0.23936E-04 0.24909E-04 0.2S901E-04 0.2691 OE-04 0.27938E-04 0.28982E-04 0.30042E-04 0.31117E-04 0.32206E-04 0.33309E-04 0.34424E-04 0.35550E-04 0.36686E-04 0.37830E-04 0.38982E-04 0.40139E-04 0.41299E-04 0.42462E-04 0.43625E-04 0.44786E-04 0.45944E-04 0.47095E-04 0.48237E-04 0.49369E-04 0.50487E-04 0.51588E-04 0.52670E-04 0.53729E-04 0.54763E-04 0.55768E-04 0.56740E-04 0.57675E-04 0.58571E-04 0.59421E-04 0.60224E-04 0.60973E-04 0.61664E-04 0.62293E-04 0.62854E-04 0.63343E-04 0.63753E-04 0.64079E-04 0.64316E-04 0.64457E-04 0.64497E-04 0.64428E-04 0.64243E-04 0.63937E-04 0.63501E-04 0.62929E-04 0.62213E-04 0.89297E-05 0.95148E-05 0.10122E-04 0.10750E-04 0.11401E-04 0.12074E-04 0.12769E-04 0.13487E-04 0.14228E-04 0.14992E-04 0.15779E-04 0.16588E-04 0.17421E-04 0.18277E-04 0.19155E-04 0.20057E-04 0.20981E-04 0.21927E-04 0.22896E-04 0.23887E-04 0.24899E-04 0.25933E-04 0.26987E-04 0.28061E-04 0.29155E-04 0.30268E-04 0.31399E-04 0.32548E-04 0.33713E-04 0.34893E-04 0.36088E-04 0.37296E-04 0.38516E-04 0.39747E-04 0.40986E-04 0.42234E-04 0.43487E-04 0.44745E-04 0.46005E-04 0.47265E-04 0.48523E-04 0.49776E-04 0.51024E-04 0.52261E-04 0.53487E-04 0.54698E-04 0.55892E-04 0.57064E-04 0.58212E-04 0.59332E-04 0.60420E-04 0.61473E-04 0.62487E-04 0.63457E-04 0.64378E-04 0.65248E-04 0.66059E-04 0.66808E-04 0.67489E-04 0.68098E-04 0.68627E-04 0. 69071 E- 04 0.69425E-04 0.69682E-04 0.69835E-04 0.69877E-04 0.69802E-04 0.69603E-04 0.69271E-04 0.68799E-04 0.68179E-04 0.67403E-04 0.23651E-09 0.25201E-09 0.26808E-09 0.28473E-09 0.30196E-09 0.31979E-09 0.33821E-09 0.35722E-09 0.37685E-09 0.39707E-09 0.41791E-09 0.43936E-09 0.46141E-09 0.48407E-09 0.50734E-09 0.53122E-09 0.55569E-09 0.58076E-09 0.60642E-09 0.63266E-09 0.65948E-09 0.68685E-09 0.71477E-09 0.74323E-09 0.77220E-09 0.80168E-09 0.83164E-09 0.86205E-09 0.89291E-09 0.92417E-09 0.95582E-09 0.98781E-09 0.10201E-08 0.10527E-08 0.10856E-08 0.111866-08 0.11518E-08 0.11851E-08 0.12185E-08 0.12518E-08 0.12852E-08 0.13184E-08 0.13514E-08 0.13842E-08 0.14167E-08 0.14487E-08 0.14803E-08 0.15114E-08 0.15418E-08 0.15715E-08 0.16003E-08 0.16282E-08 0.16550E-08 0.16807E-08 0.17051E-08 0.17281E-08 0.17496E-08 0.17695E-08 0.17875E-08 0.18036E-08 0.18176E-08 0.18294E-08 0.18388E-08 0.18456E-08 0.18496E-08 0.18508E-08 0.18488E-08 0.18435E-08 0.18347E-08 0.18222E-08 0.18058E-08 0.17852E-08 POLYGON Time: Cell 1 234 56789 10 11 12 13 14 I170.000 Cgas(g/cu.ft> 0.42676E-07 0.91623E-07 0.14692E-06 0.20867E-06 0.27696E-06 0.35189E-06 0.43359E-06 0.52217E-06 0.61775E-06 0.72047E-06 0.83046E-06 0.94786E-06 0.10728E-05 0.12055E-05 Cliq(g/cu.ft) 0.46236E-07 0.99267E-07 0.15918E-06 0.22608E-06 0.30006E-06 0.38125E-06 0.46976E-06 0.56573E-06 0.66928E-06 0.78057E-06 0.89974E-06 0.10269E-05 0.11623E-05 0.13060E-05 Csol(g/g) 0.12246E-11 0.26292E-11 0.42161E-11 0.59879E-11 0.79474E-11 0.10098E-10 0.12442E-10 0.14984E-10 0.17727E-10 0.20674E-10 0.23830E-10 0.27199E-10 0.30785E-10 0.34591E-10 TUT O04 2137 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 0.13460E-05 0.14945E-05 0.16512E-05 0.18162E-05 0.19897E-05 0.21718E-05 0.23627E-05 0.25625E-05 0.27715E-05 0.29897E-05 0.32173E-05 0.34545E-05 0.37014E-05 0.39582E-05 0.42249E-05 0.45017E-05 0.47888E-OS 0.50862E-05 0.53941E-05 0.57125E-05 0.60415E-05 0.63813E-05 0.67318E-05 0.70931E-05 0.74653E-05 0.78484E-05 0.82424E-05 0.86472E-05 0.90629E-05 0.94894E-05 0.99266E-05 0.10374E-04 0.10833E-04 0.11302E-04 0.11781E-04 0.12270E-04 0.12768E-04 0.13277E-04 0.13794E-04 0.14321E-04 0.14856E-04 0.15399E-04 0.15950E-04 0.16509E-04 0.17074E-04 0.17646E-04 0.18223E-04 0.18805E-04 0.19392E-04 0.19982E-04 0.20575E-04 0.21170E-04 0.21766E-04 0.22362E-04 0.22957E-04 0.23551E-04 0.24141E-04 0.24726E-04 0.25306E-04 0.25879E-04 0.26444E-04 0.26999E-04 0.27542E-04 0.28072E-04 0.28587E-04 0.29085E-04 0.29564E-04 0.30023E-04 0.304S9E-04 0.30871E-04 0.31255E-04 0.31609E-04 0.31931E-04 0.32219E-04 0.32469E-04 0.32680E-04 0.32847E-04 0.32968E-04 0.33041E-04 0.33061E-04 0.33026E-04 0.32931E-04 0.32774E-04 0.32551E-04 0.32258E-04 0.31890E-04 I 180.000 Cgas(g/cu.ft) 0.14583E-05 0.16192E-05 0.17889E-05 0.19677E-05 0.21556E-05 0.23529E-05 0.25598E-05 0.27763E-05 0.30027E-05 0.32391E-05 0.34857E-05 0.37427E-05 0.40102E-05 0.42884E-05 0.45774E-05 0.48773E-05 0.51883E-05 0.55105E-05 0.58441E-05 0.61890E-05 0.65455E-05 0.69136E-05 0.72934E-05 0.76849E-05 0.80881E-05 0.85032E-05 0.89300E-05 0.93686E-05 0.98190E-05 0.10281E-04 0.10755E-04 0.11240E-04 0.11737E-04 0.12244E-04 0.12763E-04 0.13293E-04 0.13833E-04 0.14384E-04 0.14945E-04 0.1551SE-04 0.16095E-04 0.16684E-04 0.17281E-04 0.17886E-04 0.18499E-04 0.19118E-04 0.19743E-04 0.20374E-04 0.21010E-04 0.21649E-04 0.22292E-04 0.22936E-04 0.23582E-04 0.24228E-04 0.24873E-04 0.25515E-04 0.26155E-04 0.26789E-04 0.27418E-04 0.28038E-04 0.28650E-04 0.29251E-04 0.29839E-04 0.30413E-04 0.30971E-04 0.31511E-04 0.32031E-04 0.32S28E-04 0.33000E-04 0.33446E-04 0.33862E-04 0.34246E-04 0.34595E-04 0.34907E-04 0.35178E-04 0.35406E-04 0.35587E-04 0.35719E-04 0.35797E-04 0.35819E-04 0.35781E-04 0.35678E-04 0.35508E-04 0.35266E-04 0.34949E-04 0.34551E-04 CUq(g/cu.ft) 0.38623E-10 0.42885E-10 0.47381E-10 0.52116E-10 0.57094E-10 0.62320E-10 0.67798E-10 0.73533E-10 0.79529E-10 0.85791E-10 0.92323E-10 0.99129E-10 0.10621E-09 0.11358E-09 0.12124E-09 0.12918E-09 0.13742E-09 0.14595E-09 0.15479E-09 0.16392E-09 0.17336E-09 0.18311E-09 0.19317E-09 0.20354E-09 0.21422E-09 0.22521E-09 0.23652E-09 0.24814E-09 0.26006E-09 0.27230E-09 0.28485E-09 0.29770E-09 0.31085E-09 0.32430E-09 0.33805E-09 0.35208E-09 0.36639E-09 0.38098E-09 0.39583E-09 0.41094E-09 0.42630E-09 0.44189E-09 0.45770E-09 0.47373E-09 0.48995E-09 0.50635E-09 0.52292E-09 0.53962E-09 0.5S646E-09 0.57339E-09 0.59041E-09 0.60748E-09 0.62459E-09 0.64169E-09 0.65877E-09 0.67580E-09 0.69273E-09 0.70953E-09 0.72618E-09 0.74262E-09 0.7S882E-09 0.77474E-09 0.79032E-09 0.80553E-09 0.82030E-09 0.83460E-09 0.84836E-09 0.86153E-09 0.87404E-09 0.88584E-09 0.89686E-09 0.90703E-09 0.91628E-09 0.92454E-09 0.93172E-09 0.93776E-09 0.94256E-09 0.94604E-09 0.94812E-09 0.94870E-09 0.94768E-09 0.94497E-09 0.94047E-09 0.93406E-09 0.92564E-09 9.91511E-09 Csol(g/g) TUT OO4 1 2 3 4 5 6 7 8 9 10 11 12 13U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 0.21876E-07 0.46966E-07 0.753HE-07 0.10696E-06 0.14197E-06 0.18038E-06 0.22226E-06 0.26766E-06 0.31666E-06 0.36931E-06 0.42569E-06 0.48587E-06 0.54992E-06 0.61792E-06 0.68995E-06 0.76608E-06 0.84639E-06 0.93097E-06 0.10199E-05 0.11132E-05 0.12111E-05 0.13135E-05 0.14207E-05 0.15325E-05 0.16492E-05 0.17708E-05 0.18974E-05 0.20290E-05 0.21657E-05 0.23076E-05 0.24547E-05 0.26072E-05 0.27650E-05 0.29282E-05 0.30969E-05 0.32710E-05 0.34507E-05 0.36359E-05 0.38267E-05 0.40231E-05 0.42250E-OS 0.44326E-05 0.46456E-05 0.48643E-05 0.50884E-05 0.53179E-05 0.55529E-05 0.57932E-05 0.60387E-05 0.62893E-05 0.65450E-05 0.68056E-05 0.70709E-05 0.73408E-05 0.76151E-05 0.78937E-05 0.81762E-05 0.8462SE-OS 0.87522E-05 0.90452E-05 0.9341 IE-05 0.96396E-05 0.99403E-05 0.10243E-04 0.10547E-04 0.10852E-04 0.11157E-04 0.11463E-04 0.11768E-04 0.12072E-04 0.12375E-04 0.12675E-04 0.12972E-04 0.13266E-04 0.13555E-04 0.13839E-04 0.14118E-04 0.14389E-04 0.14653E-04 0.14909E-04 0.15155E-04 0.15390E-04 0.15613E-04 0.15824E-04 0.16021E-04 0.16203E-04 0.16368E-04 0.16515E-04 0.16644E-04 0.16752E-04 0.23700E-07 0.50884E-07 0.81596E-07 0.11589E-06 0.15381E-06 0.19543E-06 0.24080E-06 0.28999E-06 0.34308E-06 0.40012E-06 0.46120E-06 0.52640E-06 0.59580E-06 0.66947E-06 0.74751E-06 0.82999E-06 0.91700E-06 0.10086E-05 0.11050E-05 0.12061E-05 0.13121E-05 0.14231E-05 0.15392E-05 0.16604E-05 0.17868E-05 0.19185E-05 0.20556E-05 0.21982E-05 0.23464E-05 0.25001E-05 0.26595E-05 0.28247E-05 0.29957E-05 0.31725E-05 0.33552E-05 0.35439E-05 0.37386E-05 0.39393E-05 0.41460E-05 0.43587E-05 0.45775E-05 0.48023E-05 0.50332E-05 0.52701E-05 0.55129E-05 0.57616E-05 0.60161E-05 0.62765E-05 0.65425E-05 0.68140E-05 0.70910E-05 0.73733E-05 0.76608E-05 0.79532E-05 0.82504E-05 0.85522E-05 0.88583E-05 0.91684E-05 0.94824E-05 0.97998E-05 0.10120E-04 0.10444E-04 0.10770E-04 0.11097E-04 0.11427E-04 0.11757E-04 0.12088E-04 0.12419E-04 0.12750E-04 0.13079E-04 0.13407E-04 0.13732E-04 0.14054E-04 0.14372E-04 0.14686E-04 0.14994E-04 0.15296E-04 0.15590E-04 0.15876E-04 0.16153E-04 0.16419E-04 0.16674E-04 0.16916E-04 0.17144E-04 0.17358E-04 0.17554E-04 0.17733E-04 0.17893E-04 0.18032E-04 0.18149E-04 0.62773E-12 0.13477E-11 0.21612E-11 0.30694E-11 0.40738E-11 0.51761E-11 0.63778E-11 0.76807E-11 0.90866E-11 0.10598E-10 0.12215E-10 0.13942E-10 0.15780E-10 0.17732E-10 0.19798E-10 0.21983E-10 0.24288E-10 0.2671 5E-10 0.29266E-10 0.31945E-10 0.34753E-10 0.37693E-10 0.40767E-10 0.43976E-10 0.47325E-10 0.50814E-10 0.54445E-10 0.58222E-10 0.62145E-10 0.66217E-10 0.70440E-10 0.748 HE-10 0.79343E-10 0.84026E-10 0.88866E-10 0.93864E-10 0.99020E-10 0.10433E-09 0.10981E-09 0.11544E-09 0.12124E-09 0.12719E-09 0.13331E-09 0.13958E-09 0.14601E-09 0.15260E-09 0.15934E-09 0.16624E-09 0.17328E-09 0.18048E-09 0.18781E-09 0.19529E-09 0. 202906-09 0.21065E-09 0.21852E-09 0.22651E-09 0.23462E-09 0.24283E-09 0.25115E-09 0.25956E-09 0.26805E-09 0.27661E-09 0.28524E-09 0.29392E-09 0.30264E-09 0.31140E-09 0.32016E-09 0.32893E-09 0.33769E-09 0.34641E-09 0.35509E-09 0.36371E-09 0.37224E-09 0.38067E-09 0.38897E-09 0.39713E-09 0.40512E-09 0.41291E-09 0.42049E-09 0.42782E-09 0.43487E-09 0.44162E-09 0.44803E-09 0.45408E-09 0.45973E-09 0.46494E-09 0.46968E-09 0.47392E-09 0.47760E-09 0.48069E-09 TUT OO4 '139 91 92 93 94 95 96 97 98 99 100 0.16837E-04 0.16900E-04 0.16937E-04 0.16947E-04 0.16929E-04 0.16880E-04 0.16800E-04 0.166866-04 0.16S35E-04 0.16347E-04 0.18242E-04 0.18309E-04 0.18350E-04 0.18361E-04 0.18341E-04 0.18289E-04 0.18201E-04 0.18078E-04 0.17915E-04 0.17711E-04 0.48316E-09 0.48494E-09 0.48601E-09 0.48630E-09 0.48578E-09 0.48439E-09 0.48208E-09 0.47880E-09 0.47449E-09 0.46908E-09 TUT 004 2140 PREDICTED GROUNDUATER IMPACT VERSUS TIME 400.00-1 N) 0.00 0.00 50.00 100.00 150.00 T l m e ( y e o r s ) 200.00 t-r ' PREDICTED GROUNDWATER IMPACT VERSUS TIME H C H 400.00-1 \ 0)300.00 ooa (D *J O 2 -oc D O 200.00- 100.00J 0.00 0.00 50.00 100.00 150.00 T I me ( y e o n s ) 200.00 VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynanac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LHENRI SIMULATION 2 1 polygons. Timestep = 1.00 years. Simulation length - 180.00 years. Printout every 10.00 years. Vertical profile stored every 10.00 years. Koc = 375.00 ml/g, 0.13243E-01cu.ft./g tti = 0.92300 (dimensionless). Aqueous solubility = 150.00 mg/l, 4.2476 g/cu.ft Free air diffusion coefficient = .66000 sq. m/day, 2593.1 sq.ft./yr Polygon 1 POLYGON I Polygon area = 1.0000 sq. ft. 100 cells, each cell 0.200 ft. thick. Soil Properties: Bulk density = 1.3500 g/ml, 38228. g/cu.ft. Porosity = 0.3000 Volumetric water content = 0.2000 Organic carbon content •= 0.00100000 Recharge Rate = 0.46000001 ft/yr Cone, in recharge water = 0.00000 mg/l, 0.00000 g/cu.ft Atmospheric concentration = 0.00000 mg/l, 0.00000 g/cu.ft Water table has a fixed concentration of 0.00000 mg/l, 0.00000 g/cu.ft. with respect to gas diffusion. TUT 004 2143 VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (DynaMC) Center for Subsurface Modeling Support Robert S. ICerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LHENRI SIMULATION 2 PQiyoon 1 At tine - 0.00, total mass in vadose zone = 9.2429 g/sq.ft. Mass in gas phase - 1.0683 g/sq.ft. Mass in liquid phase = 2.3149 g/sq.ft. Mass sorbed - 5.8596 g/sq.ft. Polygon 1 At tiMe = 10.00, total MSS in vadose zone * 6.8469 g/sq.ft. Mass in gas phase * 0.79139 g/sq.ft. Mass in liquid phase = 1.7148 g/sq.ft. Mass sorbed = 4.3406 g/sq.ft. Since last printout at time = 0.00 Change in Total Mass - -2.3961 g/sq.ft. Advection in from atmosphere = 0.00000 Advection in from water table - -0.42667 Diffusion in from atmosphere = -1.1783 Diffusion in from water table * -0.79107 Total inflow at boundaries = -2.3960 g/sq. Mass discrepancy = -0.20504E-04g/sq.ft. Since beginning of run at time * 0.0 Change in Total Mass = -2.3961 g/sq.ft. Advection in from atmosphere = 0.00000 Advection in .from water table = -0.42667 Diffusion in from atmosphere = -1.1783 Diffusion in from water table - -0.79107 Total inflow at boundaries = -2.3960 g/sq. Mass discrepancy = -0.20504E-04g/sq.ft. g/sq.ft g/sq.ft g/sq.ft g/sq.ft ft. g/sq. ft g/sq.ft g/sq.ft g/sq.ft ft. Polygon 1 At tine = 20.00, total mass in vadose zone = 3.4191 g/sq.ft. Mass in gas phase - 0.39519 g/sq.ft. Mass in liquid phase = 0.85632 g/sq.ft. Mass sorbed = 2.1676 g/sq.ft. Since last printout at tine - 10.00 Change in Total Mass = -3.4278 g/sq.ft. Advection in fro* atmosphere = 0.00000 g/sq.ft. Advection in from water table = -1.6777 g/sq.ft. Diffusion in from atmosphere - -0.32293 g/sq.ft. Diffusion in from water table = -1.4272 g/sq.ft. Total inflow at boundaries = -3.4278 g/sq.ft. Mass discrepancy = -0.97752E-05g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -5.8238 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -2.1043 g/sq.ft. Diffusion in from atmosphere - -1.5012 g/sq.ft. Diffusion in from water table = -2.2183 g/sq.ft. Total inflow at boundaries = -5.8238 g/sq.ft. Mass discrepancy = -0.30518E-04g/sq.ft. Polygon 1 At time = 30.00. total mass in vadose zone - 1.2439 g/sq.ft. Mass in gas phase = 0.14378 g/sq.ft. Mass in liquid phase - 0.31154 g/sq.ft. Mass sorbed = 0.78858 g/sq.ft. Since last printout at time * 20.00 Change in Total Mass = -2.1752 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -1.2415 g/sq.ft. Diffusion in fron atmosphere = -0.10341 g/sq.ft. Diffusion in from water table - -0.83027 g/sq.ft. Total inflow at boundaries = -2.1752 g/sq.ft. Mass discrepancy - -0.33379E-05g/sq.ft. Since beginning of run at time - 0.0 TUT OO4 2144 VI rt 3' 3'" " 8 H M II r» O mmm< i i i a oooQu JO ,0,0,08 o€ JS O VI V» V> ft* 9 v> a'' » S33'8 5> IT—10 H VI I f a. 8 I 7 J V* »» 2 a"~ooj g — —. —, — i ss ^i: j 5 « ) is 8 'Jrtrt 3* "*??ort 3-- I v 3 r » r » « 4 J | O w R p t r 4 ^ 9 s S O O Q rt —• O O Q O Q " , 888?.j I R S S S S - H ooo| 1-333 3 XN g T 3 3 3 3 f g}'-^ i ^^-^^g P r - • • • ' * 1-8 8 8 8 •• ° Ul -»•!_ __ no mmm< o— t • c • • 9 • fi • " i ^-i» -^- p- « « •v.'O « H IS -*~J ft nf i i i n oh - K i l l r» OOO ' JSJ5JSJ5 228 ^£ JS1SJSN O C 3 I v> XXZ>Tl S1 858rt2- O VI W V> r»X : |33i3 vi a--<p M *" •. 5 * 2 - a^oo»>i» 2 9;^20. -1 ¥SS i 8 ^ C C O O ft T r - C C O O — oeitoi-»rt-i 52? *--"** l» ? i -• f? So f? 9§ Ss 57 «E P T ' - C C O O ft T ^ - C C O O —• 8 99 ft ft ^ n Q9> IK ft ft -tit —* •»• — i — i o f* V C •*' •*• ™*• — • O •» K O O O O " —• fi Q O O O t 3 » 5 3 9 3 B B 5 « 3 3 3 9 » i i S 3'3'S nr^-u N 8 H N N r» O - 3 3 3 S *:.:.:.:.•" PPP| o-s'S's'S'j k»l«V-S JSJSJSJS T T T 1 8 8 8 8 °--ssss s m M || tt • ,'•""" IB- " I ^ tl ^ V> r» I I I M i i i oi • 0000.0 £ •*• •" —» -• • O .SSSSff • - » - - 8 8 8 8 i 8-* 8-* S • X 1° •t.O V. • .*. ' .'.oi -ic H 01 Since last printout at tine * 60.00 Change in Total Mass = -0.29884E-01g/sq.ft. Advection in fro* atmosphere = 0.00000 g/sq.ft. Advection in from water table * -0.17674E-01g/sq.ft. Diffusion in fro* atmosphere * -0.11881E-02g/sq.ft. Diffusion in from water table = -0.11022E-01g/sq.ft. Total inflow at boundaries = -0.29884E-01g/sq.ft. Mass discrepancy = -0.57742E-07g/sq.ft. Since beginning of run at time * 0.0 Change in Total Mass = -9.2284 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table - -4.0702 g/sq.ft. Diffusion in from atmosphere * -1.6544 g/sq.ft. Diffusion in from water table - -3.5037 g/sq.ft. Total inflow at boundaries - -9.2283 g/sq.ft. Mass discrepancy - -0.36240E-04g/sq.ft. Polygon 1 At time = 80.00, total mass in vadose zone * 0.47661E-02g/sq.ft. Mass in gas phase - 0.55088E-03g/sq.ft. Mass in liquid phase = 0.11937E-02g/sq.ft. Mass sorted = 0.30215E-02g/sq.ft. Since last printout at time • 70.00 Change in Total Mass * -0.97870E-02g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table * -0.57881E-02g/sq.ft. Diffusion in from atmosphere = -0.38909E-03g/sq.ft. Diffusion in from water table = -0.36097E-02g/sq.ft. Total inflow at boundaries = -0.97870E-02g/sq.ft. Mass discrepancy = -0.16764E-07g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -9.2381 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table - -4.0760 g/sq.ft. Diffusion in from atmosphere = -1.6547 g/sq.ft. Diffusion in from water table = -3.5073 g/sq.ft. Total inflow at boundaries = -9.2381 g/sq.ft. Mass discrepancy - -0.35286E-04g/sq.ft. Polygon 1 At time = 90.00, total mass in vadose zone * 0.15609E-02g/sq.ft. Mass in gas phase * 0.18041E-03g/sq.ft. Mass in liquid phase = 0.39093E-03g/sq.ft. Mass sorbed - 0.98954E-03g/sq.ft. Since last printout at time - 80.00 Change in Total Mass - -0.32052E-02g/sq.ft. Advection in from atmosphere - 0.00000 g/sq.ft. Advection in from water table * -0.18956E-02g/sq.ft. Diffusion in from atmosphere = -0.12743E-03g/sq.ft. Diffusion in from water table * -0.11822E-02g/sq.ft. Total inflow at boundaries = -0.32052E-02g/sq.ft. Mass discrepancy - -0.67521E-08g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass - -9.2413 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -4.0779 g/sq.ft. Diffusion in from atmosphere - -1.6549 g/sq.ft. Diffusion in from water table * -3.5085 g/sq.ft. Total inflow at boundaries = -9.2413 g/sq.ft. Mass discrepancy = -0.35286E-04g/sq.ft. Polygon 1 At time = 100.00, total mass in vadose zone = 0.51118E-03g/sq.ft. Mass in gas phase = 0.59085E-04g/sq.ft. Mass in liquid phase = 0.12803E-03g/sq.ft. Mass sorbed = 0.32407E-03g/sq.ft. Since last printout at time * 90.00 Change in Total Mass = -0.10497E-02g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.62080E-03g/sq.ft. Diffusion in from atmosphere = -0.41731E-04g/sq.ft. Diffusion in from water table = -0.38716E-03g/sq.ft. Total inflow at boundaries - -0.10497E-02g/sq.ft. Mass discrepancy = -0.18626E-08g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -9.2424 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -4.0786 g/sq.ft. Diffusion in from atmosphere * -1.6549 g/sq.ft. TUT OO4 2i46 Diffusion in from water table * -3.5089 g/sq.ft. Total inflow at boundaries = -9.2424 g/sq.ft. Mass discrepancy = -0.35286E-04g/sq.ft. » Polygon 1 At time = 110.00, total nass in vadose zone * 0.16741E-03g/sq.ft. Mass in gas phase = 0.19350E-04g/sq.ft. Mass in liquid phase = 0.41929E-04g/sq.ft. Mass sorted - 0.10613E-03g/sq.ft. Since last printout at time * 100.00 Change in Total Mass * -0.34377E-03g/sq.ft. Advection in fron atnosphere = 0.00000 g/sq.ft. Advection in fron water table * -0.20331E-03g/sq.ft. Diffusion in froM atnosphere * -0.13667E-04g/sq.ft. Diffusion in from water table = -0.12679E-03g/sq.ft. Total inflow at boundaries = -0.34377E-03g/sq.ft. Mass discrepancy - -0.58208E-09g/sq.ft. Since beginning of run at tine = 0.0 ' Change in Total Mass = -9.2427 g/sq.ft. Advection in fron atnosphere * 0.00000 g/sq.ft. Advection in fron water table * -4.0788 g/sq.ft. Diffusion in fron atmosphere = -1.6549 g/sq.ft. Diffusion in fron water table * -3.5090 g/sq.ft. Total inflow at boundaries * -9.2427 g/sq.ft. Mass discrepancy = -0.34332E-04g/sq.ft. Polygon 1 At tine = 120.00, total nass in vadose zone = 0.54827E-04g/sq.ft. Mass in gas phase = 0.63371E-05g/sq.ft. Mass in liquid phase * 0.13732E-04g/sq.ft. Mass sorbed = 0.34758E-04g/sq.ft. Since last printout at tine = 110.00 Change in Total Mass = -0.11258E-03g/sq.ft. Advection in from atnosphere « 0.00000 g/sq.ft. Advection in fron water table = -0.66584E-04g/sq.ft. Diffusion in fron atnosphere = -0.44759E-05g/sq.ft. Diffusion in fron water table - -0.41524E-04g/sq.ft. Total inflow at boundaries * -0.11258E-03g/sq.ft. Mass discrepancy = -0.21828E-09g/sq.ft. Since beginning of run at tine = 0.0 Change in Total Mass = -9.2429 g/sq.ft. Advection in fron atnosphere = 0.00000 g/sq.ft. Advection in fron water table = -4.0788 g/sq.ft. Diffusion in fron atnosphere = -1.6549 g/sq.ft. Diffusion in fron water table * -3.5091 g/sq.ft. Total inflow at boundaries « -9.2428 g/sq.ft. Mass discrepancy - -0.34332E-04g/sq.ft. Polygon 1 At tine = 130.00, total nass in vadose zone = 0.17956E-04g/sq.ft. Mass in gas phase = 0.20754E-05g/sq.ft. Mass in liquid phase * 0.44970E-05g/sq.ft. Mass sorted = 0.11383E-04g/sq.ft. Since last printout at tine - 120.00 Change in Total Mass = -0.36871E-04g/sq.ft. Advection in fron atmosphere = 0.00000 g/sq.ft. Advection in fron water table - -0.21806E-04g/sq.ft. Diffusion in fron atnosphere = -0.14658E-05g/sq.ft. Diffusion in fron water table * -0.13599E-04g/sq.ft. Total inflow at boundaries - -0.36871E-04g/sq.ft. Mass discrepancy * -0.61846E-10g/sq.ft. Since beginning of run at tine * 0.0 Change in Total Mass = -9.2429 g/sq.ft. Advection in fron atnosphere = 0.00000 g/sq.ft. Advection in fron water table * -4.0788 g/sq.ft. Diffusion in fron atnosphere * -1.6549 g/sq.ft. Diffusion in fron water table = -3.5091 g/sq.ft. Total inflow at boundaries * -9.2429 g/sq.ft. Mass discrepancy = -0.33379E-04g/sq.ft. Polygon 1 At tine = 140.00, total nass in vadose zone = 0.58804E-05g/sq.ft. Mass in gas phase = 0.67968E-06g/sq.ft. Mass in liquid phase = 0.14728E-05g/sq.ft. Mass sorted = 0.37279E-05g/sq.ft. Since last printout at tine * 130.00 Change in Total Mass = -0.1207SE-04g/sq.ft. Advection in fron atnosphere * 0.00000 g/sq.ft. Advection in fron water table * -0.71414E-05g/sq.ft. Diffusion in fron atnosphere * -0.48006E-06g/sq.ft. TUT O(">4 Diffusion in from water table = -O.U537E-05g/sq.ft. Total inflow at boundaries = -0.1207SE-04g/sq.ft. Nass discrepancy - -0.22737E-10g/sq.ft. Since beginning of run at tine = 0.0 Change in Total Nass - -9.2429 g/sq.ft. Advection in fro* atmosphere * 0.00000 g/sq.ft. Advection in fro* water table = -4.0789 g/sq.ft. Diffusion in fro* atmosphere * -1.6549 g/sq.ft. Diffusion in fro* water table - -3.5091 g/sq.ft. Total inflow at boundaries = -9.2429 g/sq.ft. Nass discrepancy = -0.34332E-04g/sq.ft. Polygon 1 At tine = 150.00, total mass in vadose zone = 0.19258E-05g/sq.ft. Mass in gas phase * 0.22259E-06g/sq.ft. Nass in liquid phase * 0.48233E-06g/sq.ft. Nass sorbed * 0.12209E-05g/sq.ft. Since last printout at time * 140.00 Change in Total Nass = -0.39546E-05g/sq.ft. Advection in fro* atmosphere * 0.00000 g/sq.ft. Advection in fro* water table = -0.23388E-05g/sq.ft. Diffusion in fro* atmosphere = -0.1S722E-06g/sq.ft. Diffusion in fron water table = -0.14586E-05g/sq.ft. Total inflow at boundaries = -0.39546E-OSg/sq.ft. Nass discrepancy & -0.81855E-11g/sq.ft. Since beginning of run at time = 0.0 Change in Total Nass - -9.2429 g/sq.ft. Advection in fro* atmosphere = 0.00000 g/sq.ft. Advection in fro* water table * -4.0789 g/sq.ft. Diffusion in from atmosphere = -1.6549 g/sq.ft. Diffusion in from water table * -3.5091 g/sq.ft. Total inflow at boundaries = -9.2429 g/sq.ft. Nass discrepancy = -0.34332E-04g/sq.ft. Polygon 1 At time = 160.00, total mass in vadose zone = 0.63070E-06g/sq.ft. Nass in gas phase - 0.72899E-07g/sq.ft. Nass in liquid phase = 0.15796E-06g/sq.ft. Nass sorbed = 0.39984E-06g/sq.ft. Since last printout at time = 150.00 Change in Total Nass = -0.12951E-05g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.7659SE-06g/sq.ft. Diffusion in from atmosphere = -0.51488E-07g/sq.ft. Diffusion in from water table = -0.47768E-06g/sq.ft. Total inflow at boundaries = -0.12951E-05g/sq.ft. Nass discrepancy = -0.23874E-11g/sq.ft. Since beginning of run at time = 0.0 Change in Total Nass = -9.2429 g/sq.ft. Advection in from atmosphere & 0.00000 g/sq.ft. Advection in from water table - -4.0789 g/sq.ft. Diffusion in from atmosphere = -1.6549 g/sq.ft. Diffusion in from water table = -3.5091 g/sq.ft. Total inflow at boundaries = -9.2429 g/sq.ft. Nass discrepancy = -0.35286E-04g/sq.ft. Polyoon 1 At time = 170.00, total mass in vadose zone = 0.20655E-06g/sq.ft. Nass in gas phase = 0.23874E-07g/sq.ft. Nass in liquid phase - 0.51732E-07g/sq.ft. Nass sorbed = 0.13095E-06g/sq.ft. Since last printout at time = 160.00 Change in Total Nass = -0.42415E-06g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.25085E-06g/sq.ft. Diffusion in from atmosphere = -0.16862E-07g/sq.ft. Diffusion in from water table = -0.15644E-06g/sq.ft. Total inflow at boundaries = -0.42414E-06g/sq.ft. Nass discrepancy = -0.76739E-12g/sq.ft. Since beginning of run at time - 0.0 Change in Total Nass = -9.2429 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -4.0789 g/sq.ft. Diffusion in from atmosphere 3 -1.6549 g/sq.ft. Diffusion in from water table = -3.5091 g/sq.ft. Total inflow at boundaries = -9.2429 g/sq.ft. Nass discrepancy = -0.36240E-04g/sq.ft. Polygon 1 TUT OO4 2148 At tia* * 180.00, total *ass in vadose zone = 0.67645E-07g/sq.ft. Mass in gas phase * 0.78187E-08g/sq.ft. Mass in liquid phase « 0.16942E-07g/sq.ft. Mass sorbed * 0.42884E-07g/sq.ft. Since last printout at time * 170.00 Change in Total Mass = -0.13891E-06g/sq.ft. Advection in from atmosphere * 0.00000 g/sq.ft. Advection in from Mater table * -0.82151E-07g/sq.ft. Diffusion in from atmosphere * -O.S5223E-08g/sq.ft. Diffusion in from water table « -0.51233E-07g/sq.ft. Total inflow at boundaries - -0.13891E-06g/sq.ft. Mass discrepancy = -0.2S580E-12g/sq.ft. Since beginning of run at time * 0.0 Change in Total Mass = -9.2429 g/sq.ft. Advection in fron atmosphere * 0.00000 g/sq.ft. Advection in fron water table * -4.0789 g/sq.ft. Diffusion in fron atmosphere * -1.6549 g/sq.ft. Diffusion in from water table = -3.5091 g/sq.ft. Total inflow at boundaries = -9.2429 g/sq.ft. Mass discrepancy - -0.36240E-04g/sq.ft. GftOUNDUATER IMPACT OF POLYGON 1 Time Mass per area (g/sq.ft.) Total Mass <g> 10.00 1.2177 1.2177 20.00 3.1049 3.1049 30.00 2.0718 2.0718 40.00 0.79641 0.79641 50.00 0.26691 0.26691 60.00 0.87610E-01 0.87610E-01 70.00 0.28696E-01 0.28696E-01 80.00 0.93979E-02 0.93979E-02 90.00 0.30778E-02 0.30778E-02 100.00 0.10080E-02 0.10080E-02 110.00 0.33010E-03 0.33010E-03 120.00 0.10811E-03 0.10811E-03 130.00 0.35405E-04 0.35405E-04 140.00 0.11595E-04 0.11595E-04 150.00 0.37974E-05 0.37974E-05 160.00 0.12436E-05 0.12436E-05 170.00 0.40728E-06 0.40728E-06 180.00 0.13338E-06 0.13338E-06 ***•*••***«»«»««»«««««««»««««««««««««»•«•«*•««•«»»«« TOTAL GROUNDUATER IMPACT Time (yr) Mass (g) Cumulative Mass (g) 10.00 1.2177 1.2177 20.00 3.1049 4.3226 30.00 2.0718 6.3943 40.00 0.79641 7.1908 50.00 0.26691 7.4577 60.00 0.87610E-01 7.5453 70.00 0.28696E-01 7.5740 80.00 0.93979E-02 7.5834 90.00 0.30778E-02 7.5864 100.00 0.10080E-02 7.5874 110.00 0.33010E-03 7.5878 120.00 0.10811E-03 7.5879 130.00 0.35405E-04 7.5879 140.00 0.11595E-04 7.5879 150.00 0.37974E-05 7.5879 160.00 0.12436E-05 7.5879 170.00 0.40728E-06 7.5879 180.00 0.13338E-06 7.5879 TLJT 004 2149 VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynanac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 I 0.000 Cgas(g/cu.ft) 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 0.23859 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 2.6069 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 0.10162E-01 Cliq(g/cu.ft) 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 0.25850 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 2.8243 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 0.11010E-01 Csol(g/g) 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-OS 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.34233E-05 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.37402E-04 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0. 14581 E- 06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 0.14581E-06 TUT 004 s - "I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O f t i i i i i i i i i i i i i i i i H t OOOOOOOOOOOOOOOOOrt .^.*«f>«*«*k^^^«***^«»^>*ryf\Jr\>'*^ oooooooooooooooooooooooooooo JSS ioooooooooooooooooooooooo ooooooooooooooooooooooo ppppppppppppppppppppppppppppppppppppppppppppppppppppppppppn * W PJ !M ^-» "-» p» in jy "~ -« vn o o> M 03 -* \Ao O UI ^ i i i i i i i i i i i i i i i i C oooooooooooooooooooooooooooo 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odooooooooooooodooooooocaooooooooodciooooooo ^^l>OOICMIMIM<M*MOHM«™«"«™»-»-^^«—^-»-»-«-«—r-*-*-^ ^T-»-r-*—»-«—»"T-r- 4->OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO • IU IM Ul IU IU Ul Ul IV Ul Ul Ul Ul IU IV Ul Ul *lf Ul Ul Ul Ul Ul Ul IU i i i i ioooooooooooooooooooooooooooooooooooooooooooo r-'.iin •HM SSSooooooooooooooooSSoooooSoSoS oooooooooooooooooooooooooooooooooooooooooooooooooooooooo oooooooooooooooooooooooooooooo >ooooooooooooo I I I I I I I I I I I I I oooooooooooooooooooooooooooooooooooooooooooooooooooooooo uoooooooooooooooooooooooooooooo I l l l l l l l l l l l l l ^ >O p ^o«-^trjirtK»l^ o oc- UA rvi O to K •- in O w«M«»K «-»•»- IMIM «- rvi M >* in r oooooooooooooooooooooooooooooooooooooooooooooooooooooooo oigoooooooooooooooooooooooooooooo 52 y^^ - sis in ^-i N H- •3 raSSSSSSoooooooooo (M ^ O^ r^ ^T *~ n> pjrj«-«-»-'-o | dddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddd ooooooooooooooooooooooooooooooo I I I I I I I I I t I I I I I I I I I I I I I I I I t I I I I IU UJ IU UJ UJ UJ UJ UJ IU IU Ul IU IU IU UJ IU \U IU UJ UJ UJ UJ I O IU W IU Ul UJ UJ I Oiv- ^COCQNKj ^^rF-ooo^V-j;^raojMpj5j2-£>j^5uiuiui^;^>Ox}<i-a>0~Oxa>as5>i5-<5sOs3>Ov<iihin dddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddd udddddddddddddddd oooooooooooooooooooooooooooooooooo i i i i i i I I I I I I I I IU IU Ul IU IU IU UJ IU IU IU UJ ooooooooooooooooooooooot oo o §0000000000000000 «-<M KI ^* in-o h~ «o o-o >- 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.26646E-02 0.29308E-02 0.32108E-02 0.35047E-02 0.38128E-02 0.41353E-02 0.44725E-02 0.48247E-02 0.51921E-02 0.55749E-02 0.59734E-02 0.63878E-02 0.68183E-02 0.72651E-02 0.77284E-02 0.82085E-02 0.87054E-02 0.92194E-02 0.97505E-02 0.10299E-01 0.10865E-01 0.11448E-01 0.12049E-01 0.12667E-01 0.13303E-01 0.13957E-01 0.14628E-01 0.15317E-01 0.16023E-01 0.16746E-01 0.17486E-01 0.18243E-01 0. 190166-01 0.19806E-01 0.20611E-01 0.21432E-01 0.22268E-01 0.23118E-01 0.23982E-01 0.24859E-01 0.25749E-01 0.26651E-01 0.27564E-01 0.28486E-01 0.29418E-01 0.30358E-01 0.31305E-01 0.32257E-01 0.33214E-01 0.34174E-01 0.35135E-01 0.36097E-01 0.37056E-01 0.38013E-01 0.38963E-01 0.39907E-01 0.40841E-01 0.41763E-01 0.42671E-01 0.43562E-01 0.44434E-01 0.45284E-01 0.46110E-01 0.46908E-01 0.47674E-01 0.48406E-01 0.49101E-01 0.49754E-01 0.50362E-01 0.50921E-01 0.51427E-01 0.51875E-01 0.52262E-01 0.52582E-01 0.52831E-01 0.53004E-01 0.53095E-01 0.53101E-01 0.53014E-01 0.52831E-01 0.52544E-01 0.52147E-01 0.51636E-01 0.51003E-01 0.28868E-02 0.31753E-02 0.34786E-02 0.37971E-02 0.41308E-02 0.44803E-02 0.48457E-02 0.52272E-02 0.56252E-02 0.60400E-02 0.64717E-02 0.69207E-02 0.73871E-02 0.78712E-02 0.83732E-02 0.88933E-02 0.94316E-02 0.99885E-02 0.10564E-01 0.11158E-01 0.11771E-01 0.12403E-01 0.13054E-01 0.13724E-01 0.14413E-01 0.15121E-01 0.15849E-01 0.16595E-01 0.17359E-01 0.18143E-01 0.18945E-01 0.19765E-01 0.20603E-01 0.21458E-01 0.22331E-01 0.23220E-01 0.24125E-01 0.25047E-01 0.25983E-01 0.26933E-01 0.27897E-01 0.28874E-01 0.29863E-01 0.30863E-01 0.31872E-01 0.32891E-01 0.33916E-01 0.34948E-01 0.35985E-01 0.37025E-01 0.38066E-01 0.39108E-01 0.40148E-01 0.41184E-01 0.42214E-01 0.43236E-01 0.44248E-01 0.45247E-01 0.46230E-01 0.47196E-01 0.48141E-01 0.49062E-01 0.49957E-01 0.50821E-01 0.51651E-01 0.52445E-01 0.53197E-01 0.53905E-01 0.54563E-01 0.55169E-01 0.55717E-01 0.56203E-01 0.56621E-01 0.56968E-01 0.57238E-01 0.57425E-01 0.57525E-01 0.57531E-01 0.57437E-01 0.57238E-01 0.56927E-01 0.56498E-01 0.55944E-01 0.55258E-01 0.38230E-07 0.42051E-07 0.46067E-07 0.50284E-07 0.54704E-07 0.59332E-07 0.64171E-07 0.69224E-07 0.74495E-07 0.79987E-07 0.8S705E-07 0.91650E-07 0.97827E-07 0.10424E-06 0.11089E-06 0.11777E-06 0.12490E-06 0.13228E-06 0.13990E-06 0.14777E-06 0.15588E-06 0.16425E-06 0.17288E-06 0.18175E-06 0.19087E-06 0.20025E-06 0.20988E-06 0.21976E-06 0.22989E-06 0.24026E-06 0.25088E-06 0.26174E-06 0.27284E-06 0.28417E-06 0.29572E-06 0.30750E-06 0.31949E-06 0.33169E-06 0.34409E-06 0.35668E-06 0.36944E-06 0.38238E-06 0.395471-06 0.40871E-06 0.42208E-06 0.43557E-06 0.44915E-06 0.46282E-06 0.47655E-06 0.49032E-06 0.50411E-06 0.51791E-06 0.53167E-06 0.54539E-06 0.55903E-06 0.57257E-06 0.58597E-06 0.59920E-06 0.61223E-06 0.62501E-06 0.63753E-06 0.64973E-06 0.66157E-06 0.67301E-06 0.68401E-06 0.69452E-06 0.70448E-06 0.71386E-06 0.72258E-06 0. 730606-06 0.73785E-06 0.74429E-06 0.74983E-06 0.75443E-06 0.75800E-06 0.76048E-06 0.76180E-06 0.76187E-06 0.76064E-06 0.75800E-06 0.75388E-06 0.74820E-06 0.74086E-06 0.73178E-06 POLYGON I Tine: 50.000 Cell Cgas(g/cu.ft> 1 0.22554E-04 2 0.48423E-04 CliqCg/cu.ft) 0.24436E-04 0.52463E-04 CsoUg/g) 0.32360E-09 0.69476E-09 Tin 2155 34 56789 10 11 12 13U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 0.77650E-04 0.11028E-03 0.14637E-03 0.18598E-03 0.22915E-03 0.27597E-03 0.32648E-03 0.38077E-03 0.43890E-03 0.50094E-03 0.56698E-03 0.63709E-03 0.71135E-03 0.78984E-03 0.87265E-03 0.95985E-03 0.10515E-02 0.11478E-02 0.12487E-02 0.13543E-02 0.14647E-02 0.1S801E-02 0.17004E-02 0.18257E-02 0.19562E-02 0.20919E-02 0.22329E-02 0.23792E-02 0.25309E-02 0.26881E-02 0.28508E-02 0.30190E-02 0.31929E-02 0.33725E-02 0.35578E-02 0.37487E-02 0.39454E-02 0.41479E-02 0.43561E-02 0.45701E-02 0.47898E-02 0.50152E-02 0.52463E-02 0.54830E-02 0.57252E-02 0.59730E-02 0.62261E-02 0.64845E-02 0.67482E-02 0.70168E-02 0.72904E-02 0.75687E-02 0.78516E-02 0.81387E-02 0.84301E-02 0.87252E-02 0.90240E-02 0.93261E-02 0.96312E-02 0.99390E-02 0.10249E-01 0.10561E-01 0.10874E-01 0.11189E-01 0.11504E-01 0.11819E-01 0.12134E-01 0.12447E-01 0.12759E-01 0.13069E-01 0.13375E-01 0.13678E-01 0.13976E-01 0.14269E-01 0.14556E-01 0.14836E-01 0.15108E-01 0.15372E-01 0.15625E-01 0.15867E-01 0.16098E-01 0.16315E-01 0.16517E-01 0.16704E-01 0.1687SE-01 0.17026E-01 0.17158E-01 0.17269E-01 0.17357E-01 0.17420E-01 0.84128E-04 0.11948E-03 0.15858E-03 0.20149E-03 0.24827E-03 0.29899E-03 0.35372E-03 0.41253E-03 0.47551E-03 0.54273E-03 0.61428E-03 0.69024E-03 0.77069E-03 0.8S573E-03 0.94545E-03 0.10399E-02 0.11393E-02 0.12435E-02 0.13528E-02 0.14673E-02 0.15869E-02 0.17119E-02 0.18422E-02 0.19780E-02 0.21194E-02 0.22664E-02 0.24191E-02 0.25777E-02 0.27420E-02 0.29123E-02 0.30886E-02 0.32709E-02 0.34593E-02 0.36539E-02 0.38546E-02 0.40615E-02 0.42746E-02 0.44939E-02 0.471 95E-02 0.49513E-02 0.51894E-02 0.54336E-02 0.56839E-02 0.59404E-02 0.62028E-02 0.64712E-02 0.67455E-02 0.70255E-02 0.73111E-02 0.76022E-02 0.78986E-02 0.82001E-02 0.85066E-02 0.88177E-02 0.91333E-02 0.94531E-02 0.97768E-02 0.10104E-01 0.10435E-01 0.10768E-01 0.11104E-01 0.11442E-01 0.11782E-01 0.12122E-01 0.12464E-01 0.12805E-01 0.13146E-01 0.13486E-01 0.13823E-01 0.14159E-01 0.14491E-01 0.14819E-01 0.15142E-01 0.15460E-01 0.15771E-01 0.16074E-01 0.16369E-01 0.16654E-01 0.16928E-01 0.17191E-01 0.17441E-01 0.17676E-01 0.17895E-01 0.18098E-01 0.18282E-01 0.18447E-01 0.18590E-01 0.18709E-01 0.18805E-01 0.18874E-01 0.11141E-08 0.15823E-08 0.21001E-08 0.26683E-08 0.32878E-08 0.39595E-08 0.46843E-08 0.54631E-08 0.62972E-08 0.71874E-08 0.81349E-08 0.91408E-08 0.10206E-07 0.11332E-07 0.12520E-07 0.13772E-07 0.15087E-07 0.16468E-07 0.17916E-07 0.19431E-07 0.21016E-07 0.22670E-07 0.24396E-07 0.26195E-07 0.28067E-07 0.30014E-07 0.32036E-07 0.34136E-07 0.36312E-07 0.38568E-07 0.40902E-07 0.43316E-07 0.4581 1E-07 0.48388E-07 0.51046E-07 0.53786E-07 0.56608E-07 0.59513E-07 0.62500E-07 0.65570E-07 0.68722E-07 0.71957E-07 0.75272E-07 0.78668E-07 0.82144E-07 0.8S698E-07 0.89330E-07 0.93038E-07 0.96821E-07 0.10068E-06 0.10460E-06 0.10859E-06 0.11265E-06 0.11677E-06 0.12095E-06 0.12519E-06 0.12947E-06 0.13381E-06 0.13819E-06 0.14260E-06 0.14705E-06 0.15153E-06 0.15602E-06 0.16053E-06 0.16505E-06 0.16958E-06 0.17409E-06 •0.17859E-06 0.18306E-06 0.18750E-06 0.19190E-06 0.19625E-06 0.20053E-06 0.20473E-06 0.20885E-06 0.21287E-06 0.21677E-06 0.22055E-06 0.22418E-06 0.22766E-06 0.23096E-06 0.23408E-06 0.23699E-06 0.23967E-06 0.24211E-06 0.24429E-06 0.24618E-06 0.24777E-06 0.24903E-06 0.24994E-06 TUT 004 2156 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 0.17458E-01 0.17468E-01 0.17448E-01 0.17397E-01 0.173136-01 0.17194E-01 0.17038E-01 0.16843E-01 I 60.000 Cgas(g/cu.ft> 0.73865E-05 0.15859E-04 0.25430E-04 0.36118E-04 0.47937E-04 0.60907E-04 0.75048E-04 0.90379E-04 0.10692E-03 0.12470E-03 0.14374E-03 0.16406E-03 0.18569E-03 0.20865E-03 0.23297E-03 0.25867E-03 0.28579E-03 0.31435E-03 0.34438E-03 0.37590E-03 0.40894E-03 0.44353E-03 0.47970E-03 0.51747E-03 O.S5687E-03 0.59793E-03 0.64066E-03 0.68510E-03 0.73126E-03 0.77918E-03 0.82887E-03 0.88034E-03 0.93363E-03 0.98874E-03 0.10457E-02 0.11045E-02 0.11652E-02 0.12277E-02 0.12921E-02 0.13584E-02 0.14266E-02 0.14967E-02 0.15686E-02 0.16425E-02 0.17181E-02 0.17957E-02 0.18750E-02 0.19561E-02 0.20390E-02 0.21237E-02 0.22100E-02 0.22980E-02 0.23876E-02 0.24787E-02 0.25713E-02 0.26654E-02 0.27608E-02 0.28574E-02 0.29553E-02 0.30542E-02 0.31541E-02 0.32549E-02 0.33564E-02 0.34586E-02 0.35612E-02 0.36642E-02 0.37674E-02 0.38706E-02 0.39736E-02 0.40763E-02 0.41784E-02 0.42798E-02 0.43802E-02 0.44793E-02 0.45771E-02 0.46731E-02 0.47671E-02 0.48588E-02 0.18914E-01 0.18925E-01 0.18904E-01 0.18849E-01 0.18758E-01 0.18629E-01 0.18459E-01 0.18248E-01 CliqCg/cu.ft) 0.80027E-05 0.17182E-04 0.27552E-04 0.39131E-04 0.51936E-04 0.65988E-04 0.81309E-04 0.97919E-04 0.11584E-03 0.13510E-03 0.15573E-03 0.17774E-03 0.201 18E-03 0.22605E-03 0.25240E-03 0.28025E-03 0.30963E-03 0.34058E-03 0.37311E-03 0.40726E-03 0.44306E-03 0.48053E-03 0.51972E-03 0.56064E-03 0.60333E-03 0.64781E-03 0.69411E-03 0.74225E-03 0.79227E-03 0.84418E-03 0.89801E-03 0.95378E-03 0.10115E-02 0.10712E-02 0.11329E-02 0.11966E-02 0.12624E-02 0.13301E-02 0.13999E-02 0.14718E-02 0.15456E-02 0.16216E-02 0.16995E-02 0.17795E-02 0.18615E-02 0.19455E-02 0.20314E-02 0.21193E-02 0.22091E-02 0.23008E-02 0.23944E-02 0.24897E-02 0.25867E-02 0.26855E-02 0.27858E-02 0.28877E-02 0.29911E-02 0.30958E-02 0.32018E-02 0.33090E-02 0.34172E-02 0.35264E-02 0.36364E-02 0.37471E-02 0.38583E-02 0.39699E-02 0.40817E-02 0.41935E-02 0.43051E-02 0.44163E-02 0.45270E-02 0.46368E-02 0.47456E-02 0.48530E-02 0.49589E-02 0.50629E-02 0.51648E-02 0.52641E-02 0.25048E-06 0.25062E-06 0.25034E-06 0.24961E-06 0.24841E-06 0.24670E-06 0.24446E-06 0.24165E-06 CsoUg/g) 0.10598E-09 0.22753E-09 0.36487E-09 0.51820E-09 0.68779E-09 0.87388E-09 0.10768E-08 0.12967E-08 0.15341E-08 0.17892E-08 0.20623E-08 0.23539E-08 0.26642E-08 0.29936E-08 0.33425E-08 0.371 14E-08 0.41005E-08 0.45102E-08 0.49410E-08 0.53933E-08 0.58674E-08 0.63637E-08 0.68826E-08 0.74245E-08 0.79898E-08 0.85789E-08 0.91920E-08 0.98296E-08 0.10492E-07 0.11179E-07 0.11892E-07 0.12631E-07 0.13395E-07 0.14186E-07 0.15003E-07 0.15847E-07 0.16717E-07 0.17615E-07 0.18539E-07 0.19490E-07 0.20469E-07 0.21474E-07 0.22506E-07 0.23566E-07 0.24651E-07 0.2S763E-07 0.26902E-07 0.28066E-07 0.29255E-07 0.30470E-07 0.31708E-07 0.32971E-07 0.34256E-07 0.35564E-07 0.36893E-07 0.38242E-07 0.39611E-07 0.40998E-07 0.42401E-07 0.43821E-07 0.45254E-07 0.46700E-07 0.48157E-07 0.49623E-07 0.51095E-07 0.52573E-07 0.54053E-07 0.55534E-07 0.57012E-07 0.58485E-07 0.59950E-07 0.61405E-07 0.62845E-07 0.64268E-07 0.65670E-07 0.67048E-07 0.68396E-07 0.69712E-07 TUT 004 2157 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Celt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 0.49479E-02 0.50342E-02 0.51172E-02 0.51966E-02 0.52721E-02 0.53433E-02 0.54097E-02 0.5471 IE-02 0.55268E-02 0.55766E-02 0.56200E-02 0.56564E-02 0.568536-02 0.57064E-02 0.57189E-02 0.57223E-02 0.57162E-02 0.56998E-02 0.56726E-02 0.56340E-02 0.55832E-02 0.55196E-02 I 70.000 Cgas(g/cu.ft) 0.24191E-05 0.51936E-05 0.83284E-05 0.11828E-04 0.15699E-04 0.19947E-04 0.24578E-04 0.29599E-04 0.35017E-04 0.40839E-04 0.47074E-04 0.53729E-04 0.60812E-04 0.68331E-04 0.76296E-04 0.84715E-04 0.93596E-04 0.10295E-03 0.11278E-03 0.12311E-03 0.13393E-03 0.14526E-03 0.15710E-03 0.16947E-03 0.18237E-03 0.19582E-03 0.20981E-03 0.22437E-03 0.23949E-03 0.25518E-03 0.27H5E-03 0.28831E-03 0.30576E-03 0.32381E-03 0.34246E-03 0.36172E-03 0.38159E-03 0.40207E-03 0.42317E-03 0.44488E-03 0.46722E-03 0.49016E-03 0.51373E-03 0.53790E-03 0.56269E-03 0.58807E-03 0.61405E-03 0.64063E-03 0.66777E-03 0.69549E-03 0.72377E-03 0.75258E-03 0.78192E-03 0.81177E-03 0.84210E-03 0.87290E-03 0.90414E-03 0.93580E-03 0.96784E-03 0.10002E-02 0.10330E-02 0.10660E-02 0.10992E-02 0.11327E-02 0.53607E-02 0.54541E-02 0.55441E-02 0.56301E-02 0.57119E-02 0.57890E-02 0.58610E-02 0.59275E-02 0.59879E-02 0.60419E-02 0.60888E-02 0.61283E-02 0.61596E-02 0.61824E-02 0.61960E-02 0.61997E-02 0.61931E-02 0.61753E-02 0.61459E-02 0.61040E-02 0.60490E-02 0.59801E-02 CliqCg/cu.ft) 0.26209E-05 0.56269E-05 0.90232E-05 0.12815E-04 0.17009E-04 0.21611E-04 0.26628E-04 0.32068E-04 0.37938E-04 0.44246E-04 0.51001E-04 0.58211E-04 0.65885E-04 0.74032E-04 0.82661E-04 0.91782E-04 0.10140E-03 0.11154E-03 0.12219E-03 0.13338E-03 0.14510E-03 0.15737E-03 0.17021E-03 0.18361E-03 0.19759E-03 0.21216E-03 0.22732E-03 0.24309E-03 0.2S947E-03 0.27647E-03 0.29410E-03 0.31236E-03 0.33127E-03 0.35082E-03 0.37103E-03 0.39190E-03 0.41342E-03 0.43561E-03 0.45847E-03 0.48200E-03 0.50619E-03 0.53106E-03 0.55659E-03 0.58278E-03 0.60963E-03 0.63713E-03 0.66S28E-03 0.69407E-03 0.72348E-03 0.75351E-03 0.78414E-03 0.81536E-03 0.84715E-03 .0.87949E-03 0.91235E-03 0.94572E-03 0.97957E-03 0.10139E-02 0.10486E-02 0.10837E-02 0.11191E-02 0.11549E-02 0.11909E-02 0.12272E-02 0.70991E-07 0.72229E-07 0.73420E-07 0.74559E-07 0.75642E-07 0.76663E-07 0.77617E-07 0.78497E-07 0.79298E-07 0.80012E-07 0.80634E-07 0.81156E-07 0.81572E-07 0.81873E-07 0.82053E-07 0.82103E-07 0.82014E-07 0.81779E-07 0.81389E-07 0.80835E-07 0.80106E-07 0.79194E-07 Csol(g/g) 0.34708E-10 0.74517E-10 0.11949E-09 0.16971E-09 0.22525E-09 0.28619E-09 0.3S264E-09 0.42468E-09 0.50241E-09 O.S8S95E-09 0.67540E-09 0.77088E-09 0.87251E-09 0.98040E-09 0.10947E-08 0.12155E-08 0.13429E-08 O.H771E-08 0.16182E-08 0.17663E-08 0.19215E-08 0.20841E-08 0.22S40E-08 0.24315E-08 0.26166E-08 0.28096E-08 0.30104E-08 0.32192E-08 0.34361E-08 0.36612E-08 0.38947E-08 0.41366E-08 0.43870E-08 0.46459E-08 0.49135E-08 0.51898E-08 0.54749E-08 0.57688E-08 0.60715E-08 0.63831E-08 0.67035E-08 0.70327E-08 0.73708E-08 0.77177E-08 0.80733E-08 0.84375E-08 0.88103E-08 0.91915E-08 0.95810E-08 0.99787E-08 0.10384E-07 0.10798E-07 0.11219E-07 0.11647E-07 0.12082E-07 0.12524E-07 0.12972E-07 0.13427E-07 0.13886E-07 0.143S1E-07 0.14821E-07 0.15294E-07 0.15771E-07 0.162S1E-07 TUT 004 >158 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0.11663E-02 0.12000E-02 0.12338E-02 0.12676E-02 0.13013E-02 0.133506-02 0.136846-02 0.140166-02 0.143456-02 0.146706-02 0.149906-02 0.153046-02 0.15612E-02 0.159126-02 0.162046-02 0.164876-02 0.16758E-02 0.170196-02 0.172666-02 0.174996-02 0.177176-02 0.179176-02 0.181006-02 0.182636-02 0.184056-02 0.185246-02 0.186196-02 0.186886-02 0.187296-02 0.187416-02 0.187206-02 0.186676-02 0.185786-02 0.184516-02 0.18285E-02 0.180776-02 1 80.000 Cgas(g/cu.ft) 0.792236-06 0.170096-05 0.272756-05 0.387386-05 0.514156-05 0.6S326E-05 0.804926-05 0.969366-05 0.114686-04 0.133756-04 0.154176-04 0.175966-04 0.199166-04 0.223786-04 0.249876-04 0.277446-04 0.306536-04 0.33716E-04 0.369366-04 0.403176-04 0.438616-04 0.475716-04 0.514506-04 0.555016-04 0.597276-04 0.641306-04 0.687146-04 0.734806-04 0.784326-04 0.835716-04 0.889006-04 0.944216-04 0.100146-03 0.106056-03 0.112166-03 0.118466-03 0.124976-03 0.131686-03 0.138596-03 0.14570E-03 0.153016-03 0.160536-03 0.168246-03 0.176166-03 0.184286-03 0.192596-03 0.201106-03 0.209806-03 0.218696-03 0.227776-03 0.126366-02 0.130016-02 0.133676-02 0.137336-02 0.140996-02 0.144636-02 0.148266-02 0.151856-02 0.155426-02 0.158936-02 0.162406-02 0.165816-02 0.169146-02 0.172406-02 0.17556E-02 0.178626-02 0.18157E-02 0.18438E-02 0.187066-02 0.18959E-02 0.19195E-02 0.19412E-02 0.196106-02 0.197876-02 0.199416-02 0.200706-02 0.20173E-02 0.202476-02 0.202926-02 0.203046-02 0.202826-02 0.202246-02 0.20128E-02 0.19991E-02 0.198116-02 0.19585E-02 Cliq(g/cu.ft> 0.858336-06 0.184286-05 0.29551E-05 0.419696-05 0.557046-05 0.707766-05 0.872076-05 0.105026-04 0.124256-04 0.14491E-04 0.16703E-04 0.19064E-04 0. 215776-04 0.242456-04 0.270716-04 0.300586-04 0.332106-04 0.36528E-04 0.400176-04 0.436806-04 0.475206-04 0.51539E-04 0.557426-04 0.601316-04 0.647106-04 0.694806-04 0.744466-04 0.796106-04 0.849756-04 0.90542E-04 0.963166-04 0.102306-03 0.108496-03 0.114896-03 0.121516-03 0.12834E-03 0.135396-03 0.142666-03 0.15015E-03 0.157856-03 0.165786-03 0.173926-03 0.182286-03 0.190866-03 0.199656-03 0.208666-03 0.217886-03 0.22731E-03 0.23694E-03 0.24677E-03 0.167346-07 0.172176-07 0.177026-07 0.181876-07 0.186716-07 0.191546-07 0.19634E-07 0.201106-07 0.20582E-07 0.210486-07 0.21507E-07 0.219586-07 0.224006-07 0.228306-07 0.232496-07 0.236556-07 0.240456-07 0.244186-07 0.247726-07 0.251076-07 0.254196-07 0.257076-07 0.259706-07 0.262046-07 0.264076-07 0.265786-07 0.267146-07 0.268136-07 0.268726-07 0.268886-07 0.268606-07 0.267836-07 0.266556-07 0.264746-07 0.262356-07 0.259366-07 CsoUg/g) 0.113676-10 0.244046-10 0.391346-10 0.555806-10 0.737686-10 0.937286-10 0.115496-09 0.139086-09 0.164546-09 0.19190E-09 0.221196-09 0.252466-09 0.285746-09 0.321086-09 0.358506-09 0.398066-09 0.439796-09 0.48374E-09 0.529956-09 0.578456-09 0.629306-09 0.68253E-09 0.738196-09 0.796316-09 0.856946-09 0.920126-09 0.985886-09 0.105436-08 0.112536-08 0.119906-08 0.127556-08 0.135476-08 0.143676-08 0.152156-08 0.160926-08 0.169976-08 0.179306-08 0.188936-08 0.198846-08 0.20904E-08 0.219546-08 0.230326-08 0.241396-08 0.252756-08 0.264406-08 0.276336-08 0.288536-08 0.301026-08 0.313786-08 0.326806-08 TUT OO4 2159 51 52 S3 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 0.23703E-03 0.24647E-03 0.25608E-03 0.26585E-03 0.27579E-03 0.28587E-03 0.29610E-03 0.30647E-03 0.31697E-03 0.32758E-03 0.33829E-03 0.34910E-03 0.35999E-03 0.3709SE-03 0.38196E-03 0.39300E-03 0.40407E-03 0.41513E-03 0.42618E-03 0.43720E-03 0.44815E-03 0.45902E-03 0.46979E-03 0.48043E-03 0.49091E-03 0.50120E-03 0.51129E-03 0.52112E-03 0.53068E-03 0.53993E-03 O.S4883E-03 0.55735E-03 0.56545E-03 0.57308E-03 0.58021E-03 0.58679E-03 0.59277E-03 0.59811E-03 0.60276E-03 0.60667E-03 0.60977E-03 0.61203E-03 0.61337E-03 0.61375E-03 0.61309E-03 0.61133E-03 0.60842E-03 0.60428E-03 0.59883E-03 0.59202E-03 I 90.000 Cgas(g/cu.ft) 0.25945E-06 0.55704E-06 0.89325E-06 0.12686E-05 0.16838E-05 0.21394E-05 0.26361E-05 0.31746E-05 0.37557E-05 0.43802E-05 0.50489E-OS 0.57627E-05 0.65223E-05 0.73289E-05 0.81831E-05 0.90861E-05 0.10039E-04 0.11042E-04 0.12096E-04 0.13204E-04 0.14364E-04 0. 155796-04 0.16850E-04 0.18176E-04 0.19560E-04 0.21002E-04 0.22504E-04 0.24064E-04 0.25686E-04 0.27369E-04 0.29114E-04 0.30923E-04 0.32794E-04 0.34730E-04 0.36730E-04 0.38796E-04 0.25681E-03 0.26703E-03 0.27744E-03 0.28803E-03 0.29879E-03 0.30972E-03 0.32081E-03 0.33204E-03 0.34341E-03 0.35490E-03 0.36651E-03 0.37822E-03 0.39002E-03 0.40189E-03 0.41382E-03 0.42579E-03 0.43778E-03 0.44977E-03 0.46174E-03 0.47367E-03 0.48554E-03 0.49732E-03 O.S0898E-03 0.52051E-03 0.53186E-03 0.54302E-03 0.55394E-03 0.56460E-03 0.57495E-03 0.58497E-03 0.59462E-03 0.60385E-03 0.61262E-03 0.62089E-03 0.62861E-03 0.63574E-03 0.64222E-03 0.64801E-03 0.65305E-03 0.65728E-03 0.66064E-03 0.66309E-03 0.66454E-03 0.66495E-03 0.66423E-03 0.66233E-03 0.65918E-03 0.65469E-03 0.64879E-03 0.64141E-03 Cliq(gXcu.ft) 0.28110E-06 0.60351E-06 0.96777E-06 0.13745E-05 0.18243E-05 0.23179E-05 0.28560E-05 0.34395E-05 0.40690E-05 0.47456E-05 0.54701E-05 0.62434E-05 0.70665E-05 0.79403E-05 0.886S8E-05 0.98441E-05 0.10876E-04 0.11963E-04 0.13106E-04 0.14305E-04 0.1S563E-04 0.16879E-04 0.18255E-04 0.19693E-04 0.21192E-04 0.22755E-04 0.24381E-04 0.26072E-04 0.27829E-04 0.29652E-04 0.31543E-04 0.33502E-04 0.35530E-04 0.37627E-04 0.39795E-04 0.42033E-04 0.34009E-08 0.35362E-08 0.36741E-08 0.38144E-08 0.39569E-08 0.41016E-08 0.42484E-08 0.43972E-08 0.45477E-08 0.47000E-08 0.48537E-08 0.50088E-08 0.51650E-08 0.53223E-08 0.54802E-08 0.56387E-08 0.57974E-08 0.59S62E-08 0.61148E-08 0.62728E-08 0.64299E-08 0.65859E-08 0.67404E-08 0.68930E-08 0.70434E-08 0.7191 1E-08 0.73358E-08 0.74769E-08 0.76141E-08 0.77468E-08 0.78745E-08 0.79967E-08 0.81129E-08 0.82224E-08 0.83247E-08 0.84191E-08 0.85049E-08 0.85816E-08 0.86483E-08 0.87043E-08 0.87489E-08 0.87812E-06 0.88005E-08 0.8B059E-08 0.87964E-08 0.8771 2E-08 0.87294E-08 0.86700E-08 0.8591 9E-08 0.84941E-08 CsoUg/g) 0.37226E-11 0.79922E-11 0.12816E-10 0.18202E-10 0.24159E-10 0.30696E-10 0.37822E-10 0.45548E-10 0.53886E-10 0.62846E-10 0.72440E-10 0.82681E-10 0.93581E-10 0.10515E-09 0.11741E-09 0.13036E-09 0.14403E-09 0.15842E-09 0.17356E-09 0.18944E-09 4.20609E-09 0.22353E-09 0.24176E-09 0.26079E-09 0.28065E-09 0.30134E-09 0.32287E-09 0.34527E-09 0.36854E-09 0.39268E-09 0.41772E-09 0.44367E-09 0.47052E-09 0.49830E-09 0.52700E-09 0.55663E-09 TUT O04 '160 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.40927E-04 0.43124E-04 0.45387E-04 0.47716E-04 0.50111E-04 0.52572E-04 0.55100E-04 0.57693E-04 0.60351E-04 0.63073E-04 0.65860E-04 0.68710E-04 0.71622E-04 0.74595E-04 0.77627E-04 0.80718E-04 0.83864E-04 0.87066E-04 0.90319E-04 0.93623E-04 0.96973E-04 0.10037E-03 0.10381E-03 0.10728E-03 0.11079E-03 0.11433E-03 0.11790E-03 0.12148E-03 0.12S09E-03 0.12871E-03 0.13233E-03 0.13596E-03 0.13957E-03 0.14318E-03 0.14677E-03 0.15033E-03 0.15385E-03 0.15734E-03 0.16077E-03 0.16414E-03 0.16744E-03 0.17067E-03 0.17380E-03 0.17683E-03 0.17974E-03 0.18253E-03 0.18518E-03 0.18768E-03 0.19002E-03 0.19217E-03 0.19413E-03 0.19588E-03 0.19740E-03 0.19868E-03 0.19970E-03 0.20044E-03 0.20088E-03 0.20100E-03 0.20078E-03 0.20021E-03 0.19926E-03 0.19790E-03 0.19612E-03 0.19388E-03 0.44341E-04 0.46721E-04 0.49173E-04 0.51696E-04 0.54291E-04 0.569S8E-04 0.59696E-04 0.62S05E-04 0.65385E-04 0.68335E-04 0.713S4E-04 0.74442E-04 0.77597E-04 0.80818E-04 0.84103E-04 0.874S1E-04 0.90861E-04 0.94329E-04 0.97854E-04 0.10143E-03 0.10S06E-03 0.10874E-03 0.11247E-03 0.11623E-03 0.12003E-03 0.12387E-03 0.12773E-03 0.13162E-03 0.13553E-03 0.13944E-03 0.14337E-03 0.14730E-03 0.15122E-03 0.15513E-03 0.15901E-03 0.16287E-03 0.16669E-03 0.17046E-03 0.17418E-03 0.17784E-03 0.18141E-03 0.18490E-03 0.18830E-03 0.19158E-03 0.19474E-03 0.19776E-03 0.20063E-03 0.20334E-03 0.20587E-03 0.20820E-03 0.21033E-03 0.21222E-03 0.21387E-03 0.21526E-03 0.21636E-03 0.21716E-03 0.21764E-03 0.21777E-03 0.21753E-03 0.21691E-03 0.21588E-03 0.21441E-03 0.21248E-03 0.21006E-03 0.58721E-09 0.61873E-09 0.65120E-09 0.68461E-09 0.71898E-09 0.75429E-09 0.79055E-09 0.82775E-09 0.86589E-09 0.90496E-09 0.94494E-09 0.98583E-09 0.10276E-08 0.10703E-08 0.11138E-08 0.11581E-08 0.12033E-08 0.12492E-08 0.12959E-08 0.13433E-08 0.13913E-08 0.14401E-08 0.14894E-08 0.15392E-08 0.15896E-08 0.16404E-08 0.16915E-08 0.17430E-08 0.17948E-08 0.18467E-08 0.18986E-08 0.19S06E-08 0.20026E-08 0.20543E-08 0.21058E-08 0.21569E-08 0.22075E-08 0.22574E-08 0.23067E-08 0.23551E-08 0.24024E-08 0.24487E-08 0.24936E-08 0.25370E-08 0.25789E-08 0.26189E-08 0.26569E-08 0.26928E-08 0.27263E-08 0.27572E-08 0.27853E-08 0.28104E-08 0.28323E-08 0.28506E-08 0.28652E-08 0.28758E-08 0.28821E-08 0.28839E-08 0.28808E-08 0.28726E-08 0.28589E-08 0.28394E-08 0.28138E-08 0.27818E-08 POLYGON Tine: Cell 1 23 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 I 100.000 Cgas(g/cu.ft) 0.84971E-07 0.18243E-06 0.29254E-06 0.41548E-06 0.55145E-06 0.70065E-06 0.86331E-06 0.10397E-05 0.12300E-05 0.14345E-05 0.16535E-05 0.18873E-05 0.21360E-05 0.24002E-05 0.26799E-05 0.29757E-05 0.32876E-05 0.36161E-05 0.39616E-05 0.43242E-05 0.47043E-05 0.51022E-05 CliqCg/cu.ft) 0.92059E-07 0.19765E-06 0.31694E-06 0.45014E-06 0.59745E-06 0.7S910E-06 0.93533E-06 0.11264E-05 0.13326E-05 0.15542E-05 0.17914E-05 0.20447E-05 0.23142E-05 0.26004E-05 0.29035E-05 0.32239E-05 0.35619E-OS 0.39178E-05 0.42920E-05 0.46849E-05 0.50967E-05 0.55278E-05 CsoUg/g) 0.12191E-11 0.26174E-11 0.41973E-11 0.59612E-11 0.79120E-11 0.10053E-10 0.12387E-10 0.14917E-10 0.17647E-10 0.20582E-10 0.23724E-10 0.27078E-10 0.30647E-10 0.34437E-10 0.38451E-10 0.42694E-10 0.47170E-10 0.51883E-10 0.56839E-10 0.62042E-10 0.67495E-10 0.73205E-10 TUT 004 2161 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.55182E-05 0.59527E-05 0.64060E-05 0.68783E-05 0.73699E-05 0.78811E-05 0.84121E-05 0.89633E-05 0.95349E-05 0.10127E-04 0.10740E-04 0.11374E-04 0.12029E-04 0.12706E-04 0.13404E-04 0.14123E-04 0.14864E-04 0.15627E-04 0.16411E-04 0.17217E-04 0.18045E-04 0.18894E-04 0.19765E-04 0.20656E-04 0.21569E-04 0.22502E-04 0.23456E-04 0.24430E-04 0.25423E-04 0.26435E-04 0.27465E-04 0.28514E-04 0.29579E-04 0.30661E-04 0.31759E-04 0.32870E-04 0.33996E-04 0.35134E-04 0.36283E-04 0.37443E-04 0.38611E-04 0.39786E-04 0.40967E-04 0.42151E-04 0.43338E-04 0.44525E-04 0.45710E-04 0.46891E-04 0.48066E-04 0.49232E-04 0.50387E-04 0.51528E-04 0.52652E-04 0.53756E-04 0.54838E-04 0.55893E-04 0.56918E-04 0.57910E-04 0.58865E-04 0.59779E-04 0.60647E-04 0.61466E-04 0.62230E-04 0.62936E-04 0.63578E-04 0.64150E-04 0.64649E-04 0.65068E-04 0.65401E-04 0.65643E-04 0.65787E-04 0.65827E-04 0.65756E-04 0.65568E-04 0.65256E-04 0.64811E-04 0.64227E-04 0.63496E-04 0.59786E-05 0.64493E-05 0.69404E-05 0.74521E-05 0.79847E-05 0.85385E-05 0.91139E-05 0.97111E-05 0.10330E-04 0.10972E-04 0.11636E-04 0.12323E-04 0.13033E-04 0.13766E-04 0.14522E-04 0.15301E-04 0.16104E-04 0.16930E-04 0.17780E-04 0.18654E-04 0.19550E-04 0.20470E-04 0.21413E-04 0.22380E-04 0.23368E-04 0.24380E-04 0.25413E-04 0.26468E-04 0.27543E-04 0.28640E-04 0.29757E-04 0.30892E-04 0.32047E-04 0.33219E-04 0.34408E-04 0.35613E-04 0.36832E-04 0.38065E-04 0.39310E-04 0.40566E-04 0.41832E-04 0.43105E-04 0.44384E-04 0.45668E-04 0.46953E-04 0.48239E-04 0.49523E-04 0.50803E-04 0.52076E-04 0.53339E-04 0.54S90E-04 0.55827E-04 0.57044E-04 0.58241E-04 0.59412E-04 0.60555E-04 0.61666E-04 0.62741E-04 0.63776E-04 0.64765E-04 0.65706E-04 0.66593E-04 0.67422E-04 0.68186E-04 0.68881E-04 0.69502E-04 0.70042E-04 0.70496E-04 0.70857E-04 0.71119E-04 0.71275E-04 0.71318E-04 0.71242E-04 0.71038E-04 0.70700E-04 0.70218E-04 0.69585E-04 0.68793E-04 0.79174E-10 0.854086-10 0.9191 1E-10 0.98687E-10 0.10574E-09 0.11308E-09 0.12069E-09 0.12860E-09 0.13680E-09 0.14530E-09 0.15409E-09 0.16319E-09 0.17259E-09 0.18230E-09 0.19231E-09 0.20263E-09 0.21326E-09 0.22421E-09 0.23546E-09 0.24703E-09 0.25890E-09 0.27109E-09 0.28358E-09 0.29637E-09 0.30947E-09 0.32286E-09 0.33654E-09 0.35051E-09 0.36476E-09 0.37928E-09 0.39406E-09 0.40911E-09 0.42439E-09 0.43992E-09 0.45566E-09 0.471 62E-09 0.48776E-09 0.50409E-09 0.52058E-09 0.53722E-09 0.55397E-09 0.57083E-09 0.58778E-09 0.60477E-09 0.62180E-09 0.63883E-09 0.65583E-09 0.67278E-09 0.68964E-09 0.70637E-09 0.72294E-09 0.73931E-09 0.75544E-09 0.77128E-09 0.78679E-09 0.80193E-09 0.81664E-09 0.83088E-09 0.84458E-09 0.85768E-09 0.87014E-09 0.88189E-09 0.89286E-09 0.90298E-09 0.91219E-09 0.92041E-09 0.92756E-09 0.93357E-09 0.93835E-09 0.94182E-09 0.94389E-09 0.94447E-09 0.94345E-09 0.94075E-09 0.93627E-09 0.92989E-09 0.92151E-09 0.91103E-09 POLYGON I Ti*e: Cell 1 234 5678 110.000 Cgas(g/cu.ft) 0.27828E-07 0.59745E-07 0.9580SE-07 0.13607E-06 0.18060E-06 0.22946E-06 0.28273E-06 0.34049E-06 CliqCg/cu.ft) 0.30149E-07 0.64729E-07 0.10380E-06 0.14742E-06 0.19566E-06 0.24860E-06 0.30632E-06 0.36890E-06 Csoicg/g) 0.39926E-12 0.85720E-12 0.13746E-11 0.19523E-11 0.25911E-11 0.32922E-11 0.40566E-11 0.48853E-11 TUT OO4 2162 9 10 11 12 13U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 0.40282E-06 0.46980E-06 0.54152E-06 0.61807E-06 0.69955E-06 0.78605E-06 0.87767E-06 0.974S2E-06 0.10767E-05 0.11843E-05 0.12974E-05 0.14161E-05 0.15406E-05 0.16710E-05 0.18072E-05 0.19495E-05 0.20979E-05 0.22S26E-05 0.24136E-05 0. 258106-05 0.27549E-05 0.29355E-05 0.31226E-05 0.33166E-05 0.35173E-05 0.37249E-05 0.39395E-05 0.41610E-05 0.43896E-05 0.46252E-05 0.48679E-05 0.51177E-05 0.53746E-05 0.56386E-05 0.59097E-05 0.61878E-05 0.64729E-05 0.67649E-05 0.70638E-05 0.73694E-05 0.76817E-05 0.80006E-05 0.83258E-05 0.86573E-05 0.89948E-OS 0.93382E-05 0.96871E-05 0.10041E-04 0.10401E-04 0.10765E-04 0.11134E-04 0.11506E-04 0.11883E-04 0.12262E-04 0.12645E-04 0.13030E-04 0.13416E-04 0.13804E-04 0.14193E-04 0.14582E-04 0.14970E-04 0.15357E-04 0.15741E-04 0.16123E-04 0.16502E-04 0.16875E-04 0.17243E-04 0.17605E-04 0.17959E-04 0.18305E-04 0.18640E-04 0.18965E-04 0.19278E-04 0.19577E-04 0.19862E-04 0.20130E-04 0.20380E-04 0.20611E-04 0.20821E-04 0.21009E-04 0.21172E-04 0.21310E-04 0.21419E-04 0.21498E-04 0.21545E-04 0.21558E-04 0.21S35E-04 0.21473E-04 0.21371E-04 0.21225E-04 0.43642E-06 0.50899E-06 0.58669E-06 0.66963E-06 0.75791E-06 0.85163E-06 0.95089E-06 0.10558E-05 0.11665E-05 0.12831E-05 0.14056E-05 0.15343E-05 0.16692E-05 0.18103E-05 0.19580E-05 0.21121E-05 0.22730E-05 0.24405E-OS 0.26150E-05 0.27963E-05 0.29848E-05 0.31803E-05 0.33832E-05 0.35933E-05 0.38108E-05 0.40357E-05 0.42682E-05 0.45082E-05 0.47558E-05 0.50111E-05 0.52740E-05 0.55447E-05 0.58230E-05 0.61090E-05 0.64027E-05 0.67040E-05 0.70129E-05 0.73292E-05 0.76531E-OS 0.79842E-05 0.83226E-05 0.86680E-05 0.90204E-05 0.93795E-05 0.97452E-05 0.10117E-04 0.10495E-04 0.10879E-04 0.11268E-04 0.11663E-04 0.12062E-04 0.12466E-04 0.12874E-04 0.13285E-04 0.13700E-04 0.14117E-04 0.14536E-04 0.14956E-04 0.15377E-04 0.15798E-04 0.16219E-04 0.16638E-04 0.17055E-04 0.17468E-04 0.17878E-04 0.18283E-04 0.18682E-04 0.19074E-04 0.19457E-04 Q.19832E-04 0.20196E-04 0.20548E-04 0.20886E-04 0.21211E-04 0.21519E-04 0.21809E-04 0.22080E-04 0.22331E-04 0.22558E-04 0.22762E-04 0.22939E-04 0.23087E-04 0.23205E-04 0.23291E-04 0.23342E-04 0.23357E-04 0.23332E-04 0.23265E-04 0.23154E-04 0.22996E-04 0.57795E-11 0.67405E-11 0.77695E-11 0.88679E-11 0.10037E-10 0.11278E-10 0.12593E-10 0.13982E-10 0.15448E-10 0.16992E-10 0.18615E-10 0.20318E-10 0.22105E-10 0.23974E-10 0.25929E-10 0.27971E-10 0.30101E-10 0.32320E-10 8.34630E-10 0.37032E-10 0.39527E-10 0.42117E-10 0.44803E-10 0.47585E-10 0.50466E-10 0.53444E-10 0.56523E-10 O.S9701E-10 0.62981E-10 0.66361E-10 0.69844E-10 0.73428E-10 0.771 14E-10 0.80901E-10 0.84790E-10 0.88780E-10 0.92871E-10 0.97061E-10 0.10135E-09 0.10573E-09 0.11022E-09 0.11479E-09 0.11946E-09 0.12421E-09 0.12906E-09 0.13398E-09 0.13899E-09 0.14407E-09 0.14923E-09 0.15445E-09 0.15974E-09 0.16509E-09 0.17049E-09 0.17594E-09 0.18142E-09 0.18695E-09 0.19249E-09 0.19806E-09 0.20364E-09 0.20922E-09 0.21478E-09 0.22033E-09 0.22585E-09 0.23133E-09 0.23676E-09 0.24212E-09 0.24740E-09 0.25259E-09 0.25767E-09 0.26263E-09 0.26745E-09 0.27211E-09 0.27660E-09 0.28089E-09 0.28497E-09 0.28882E-09 0.29241E-09 0.29572E-09 0.29874E-09 0.30143E-09 0.30377E-09 0.30S74E-09 0.30731E-09 0.30844E-09 0.30912E-09 0.30931E-09 0.30898E-09 0.30809E-09 0.30663E-09 0.30454E-09 TUT OO4 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 0.21034E-04 0.20795E-04 I 120.000 Cgas(g/cu.ft) 0.91135E-08 0.19566E-07 0.31376E-07 0.44562E-07 0.59145E-07 0.75148E-07 0.92S94E-07 0.11151E-06 0.13192E-06 0.15386E-06 0.17735E-06 0.20242E-06 0.22910E-06 0.2S743E-06 0.28744E-06 0.31915E-06 0.35261E-06 0.38785E-06 0.42489E-06 0.46378E-06 0.50455E-06 0.54723E-06 0.59186E-06 0.63846E-06 0.68707E-06 0.73772E-06 0.79045E-06 0.84528E-06 0.90224E-06 0.96136E-06 0.10227E-05 0.10862E-05 0.11519E-05 0.12199E-05 0.12902E-05 0.13627E-05 0.14376E-05 0.15148E-05 0.15942E-05 0. 167606-05 0.17602E-05 0.18466E-05 0.19354E-05 0.20265E-OS 0.21198E-05 0.22155E-05 0.23134E-05 0.24135E-05 0.2S158E-05 0.26202E-05 0.27267E-05 0.28352E-05 0.29458E-05 0.30582E-05 0.31725E-05 0.32885E-05 0.34062E-05 0.35255E-05 0.36462E-05 0.37683E-05 0.38915E-05 0.40159E-05 0.41412E-05 0.42672E-05 0.43938E-05 0.45209E-05 0.46482E-05 0.47755E-05 0.49026E-05 0.50293E-05 0.51553E-05 0.52804E-05 0.54042E-05 0.55266E-05 0.56472E-05 0.57656E-05 0.58816E-05 0.59947E-05 0.61047E-05 0.62111E-05 0.63135E-05 0.64115E-05 0.65046E-05 0.65925E-05 0.22789E-04 0.22530E-04 CliqCg/cu.ft) 0.98737E-08 0.21199E-07 0.33994E-07 0.48279E-07 0.64079E-07 0.81417E-07 0.10032E-06 0.12081E-06 0.14293E-06 0.16669E-06 0.19214E-06 0.21930E-06 0.24821E-06 0.27891E-06 0.31142E-06 0.34578E-06 0.38203E-06 0.42020E-06 0.46034E-06 0.50247E-06 0.54664E-06 0.59288E-06 0.64123E-06 0.69172E-06 0.74439E-06 0.79927E-06 0.85639E-06 0.91579E-06 0.97751E-06 0.10416E-05 0.11080E-05 0.11768E-OS 0.12480E-05 0.13217E-05 0.13978E-05 0.14764E-05 0.15575E-05 0.16411E-05 0.17272E-05 0.18159E-05 0.19070E-05 0.20007E-05 0.20969E-05 0.21955E-05 0.22967E-05 0.24003E-05 0.25064E-05 0.26148E-05 0.27256E-05 0.28388E-05 0.29542E-05 0.3071 8E-05 0.3191 5E-05 0.33134E-05 0.34372E-05 0.35629E-05 0.36904E-05 0.38196E-05 0.39504E-05 0.40826E-05 0.42162E-05 0.43509E-05 0.44866E-05 0.46232E-05 0.47604E-05 0.48981E-05 0.50360E-05 0.51739E-05 0.53116E-05 0.54488E-05 0.55854E-05 0.57209E-05 0.58551E-05 0.59876E-05 0.61183E-05 0.62466E-05 0.63722E-05 0.64948E-05 0.66140E-05 0.67293E-05 0.68402E-05 0.69464E-05 0.70473E-05 0.71424E-05 0.30179E-09 * 0.29836E-09 Csol(g/g) 0.13076E-12 0.28073E-12 0.45017E-12 0.63936E-12 0.848S9E-12 0.10782E-11 0.13285E-11 0.15999E-11 0.18928E-11 0.22075E-11 0.25445E-11 0.29042E-11 0.32871E-11 0.3693SE-11 0.41240E-11 0.45791E-11 0.50592E-11 0.556476-11 0.60963E-11 • 0.66542E-11 0.72392E-11 0.78515E-11 0.849186-11 0.91604E-11 0.98579E-11 0.10585E-10 0.11341E-10 0.121286-10 0.129456-10 0. 137936-10 0.146736-10 0.155846-10 0.165276-10 0.175036-10 0.185116-10 0. 195526-10 0.206266-10 0.21733E-10 0.228746-10 0.240476-10 0.2S2S46-10 0.26495E-10 0.27769E-10 0.29075E-10 0.30415E-10 0.31787E-10 0.331926-10 0.346286-10 0.36095E-10 0.375936-10 0.39122E-10 0.40679E-10 0.42265E-10 0.43878E-10 0.45518E-10 0.47183E-10 0.48872E-10 0.50583E-10 0.52315E-10 0.54066E-10 0.55835E-10 0.57619E-10 0.59416E-10 0.612256-10 0.630426-10 0.648656-10 0.666916-10 0.685176-10 0.703416-10 0.721596-10 0.739676-10 0.757616-10 0.775386-10 0.792946-10 0.810246-10 0.827236-10 0.843876-10 0.860116-10 0.875896-10 0.891156-10 0.905846-10 0.919906-10 0.933276-10 0.94587E-10 TUT 004 2164 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 0.667456-05 0.67501E-05 0.68190E-05 0.68804E-05 0.69339E-05 0.69788E-05 0.701456-05 0.704056-05 0.705596-05 0. 706026-05 0.705276-05 0.703256-05 0.699906-05 0.695136-05 0.688876-05 0.681036-05 I 130.000 Cgas(g/cu.ft) 0.298466-08 0.640796-08 0. 102766-07 0.145946-07 0.193706-07 0.246116-07 0.303246-07 0.365196-07 0.432046-07 0.503886-07 0.580806-07 0.662916-07 0.750306-07 0.843076-07 0.941346-07 0.104526-06 0.115486-06 0.127026-06 0.139156-06 0.151896-06 0.165246-06 0.179226-06 0.193836-06 0.209096-06 0.225016-06 0.241606-06 0.258876-06 0.276836-06 0.295486-06 0.314846-06 0.334926-06 0.355726-06 0.377256-06 0.399526-06 0.422536-06 0.446296-06 0.470806-06 0.496086-06 0.522116-06 0.548906-06 0.576456-06 0.604776-06 0.633846-06 0.663676-06 0.694246-06 0.725566-06 0.757626-06 0.790406-06 0.823906-06 0.858106-06 0.892986-06 0.928536-06 0.964736-06 0.100166-05 0.103906-05 0.107706-05 0.111556-05 0.115466-05 0.119416-05 0.123416-05 0.127456-05 0.131526-05 0.135626-05 0.139756-05 0.143906-05 0.148066-05 0.152236-05 0.156406-05 0.160566-05 0.164716-05 0.723136-05 0.731336-05 0.738786-05 0.745446-05 0.751236-05 0.756106-05 0.759976-05 0.762786-05 0.764466-05 0.764926-05 0.764106-05 0.761926-05 0.758286-05 0.753126-05 0.746336-05 0.737846-05 Cliq(g/cu.ft) 0.323366-08 0.694256-08 0.111336-07 0.158116-07 0.209866-07 0.266646-07 0.328546-07 0.395666-07 0.468086-07 0.545916-07 0.629256-07 0.718216-07 0.812896-07 0.913416-07 0.101996-06 0.113246-06 0.125116-06 0.137626-06 0.150766-06 0.164566-06 0.179026-06 0.194176-06 0.210006-06 0.226546-06 0.243786-06 0.261766-06 0.280476-06 0.299926-06 0.320136-06 0.341116-06 0.362866-06 0.385396-06 0.408726-06 0.432856-06 0.457786-06 0.483526-06 0.510086-06 0.537466-06 0.565666-06 0.594696-06 0.624546-06 0.655226-06 0.686726-06 0.719036-06 0.752166-06 0.786096-06 0.820826-06 0.856346-06 0.892636-06 0.929696-06 0.967486-06 0.100606-05 0.104526-05 0.108516-05 0.112576-05 0.116686-05 0.120866-05 0.125096-05 0.129376-05 0.133716-05 0.138086-05 0.142496-05 0.146946-05 0.151416-05 0.155906-05 0.160416-05 0.164936-05 0.169446-05 0.173956-05 0.178456-05 0.957636-10 0.968496-10 0.978376-10 0.987186-10 0.994856-10 0.100136-09 0.100646-09 0.101016-09 0.101246-09 0.101306-09 0.101196-09 0.100906-09 0.100426-09 0.997356-10 0.988366-10 0.977126-10 CsoKg/g) 0.428236-13 0.919396-13 0.147436-12 0.209396-12 0.277916-12 0.353116-12 0.435086-12 0.523976-12 0.619886-12 0.722956-12 0.833316-12 0.951126-12 0.107656-11 0.120966-11 0.135066-11 0.149966-11 0.165696-11 0.182246-11 0.199656-11 0.217926-11 0.237086-11 0.257136-11 0.278106-11 0.300006-11 0.322846-11 0.346646-11 0.371426-11 0.397186-11 0.423956-11 0.451726-11 0.480536-11 0.510376-11 0.541276-11 0.573226-11 0.606236-11 0.640326-11 0.675506-11 0.711766-11 0.749106-11 0.787546-11 0.827086-11 0.867706-11 0.909416-11 0.952216-11 0.996086-11 0.104106-10 0.108706-10 0.113406-10 0.118216-10 0.123126-10 0.128126-10 0.133226-10 0.138426-10 0.143706-10 0.149076-10 0.154526-10 0.160056-10 0.165666-10 0.171336-10 0.177076-10 0.182866-10 0.188706-10 0.194596-10 0.200516-10 0.206466-10 0.212436-10 0.218416-10 0.22439E-10 0.230376-10 0.236326-10 TUT 004 2165 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON lime: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 0.16883E-05 0.17293E-05 0.17699E-05 0.18099E-05 0.18494E-OS 0.18882E-OS 0.19262E-05 0.19633E-05 0.19993E-05 0.20341E-05 0.20677E-05 0.20998E-05 0.21303E-05 0.21590E-05 0.21859E-05 0.22106E-05 0.22332E-05 0.22533E-05 0.22708E-05 0.22855E-05 0.22972E-05 0.23057E-05 0.23108E-05 0.23122E-05 0.23097E-05 0.23031E-05 0.22921E-05 0.22765E-05 0.22560E-05 0.22303E-05 I 140.000 Cgas(g/cu.ft) 0.97746E-09 0.20986E-08 0.33652E-08 0.47795E-08 0.63435E-08 0.80599E-08 0.99311E-08 0.11960E-07 0.14149E-07 0.16502E-07 0.19021E-07 0.21710E-07 0.24572E-07 0.27610E-07 0.30829E-07 0.34230E-07 0.37819E-07 0.41598E-07 0.45572E-07 0.49743E-07 0.541 15E-07 0.58693E-07 0.63479E-07 0.68477E-07 0.73691E-07 0.79124E-07 0.84779E-07 0.90660E-07 0.96769E-07 0.10311E-06 0.10968E-06 0.11650E-06 0.12355E-06 0.13084E-06 0.13838E-06 0.14616E-06 0.15419E-06 0.16246E-06 0.17099E-06 0.17976E-06 0.18879E-06 0.19806E-06 0.20758E-06 0.21735E-06 0.22736E-06 0.23762E-06 0.24812E-06 0.25886E-06 0.26983E-06 0.28103E-06 0.29245E-06 0.30409E-06 0.31595E-06 0.32801E-06 0.34027E-06 0.35271E-06 0.18292E-05 0.18736E-05 0.19175E-05 0.19609E-05 0.20037E-05 0.20457E-05 0.20869E-05 0.21270E-05 0.21661E-05 0.22038E-05 0.22401E-05 0.22749E-05 0.23080E-05 0.23391E-05 0.23682E-05 0.23951E-05 0.24195E-05 0.24413E-05 0.24603E-05 0.24762E-05 0.24889E-05 0.24981E-05 0.25036E-05 0.25051E-05 0.25024E-05 0.24953E-05 0.24834E-05 0.24664E-05 0.24442E-05 0.24164E-05 Cliq(g/cu.ft) 0.10590E-08 0.22736E-08 0.36460E-08 0.51782E-08 0.68728E-08 0.87323E-08 0.10760E-07 0.12958E-07 0.15330E-07 0.17878E-07 0.20608E-07 0.23521E-07 0.26622E-07 0.29914E-07 0.33401E-07 0.37086E-07 0.40974E-07 0.45069E-07 0.49374E-07 0.53893E-07 0.58630E-07 0.63589E-07 0.68775E-07 0.74190E-07 0.79839E-07 0.85725E-07 0.91852E-07 0.98223E-07 0.10484E-06 0.11171E-06 0.11883E-06 0.12622E-06 0.13385E-06 0.14176E-06 0.14992E-06 0.15835E-06 0.16705E-06 0.17602E-06 0.18525E-06 0.19476E-06 0.20454E-06 0.21458E-06 0.22490E-06 0.23548E-06 0.24633E-06 0.25744E-06 0.26882E-06 0.28045E-06 0.29234E-06 0.30U7E-06 0.31685E-06 0.32946E-06 0.34231E-06 0.35537E-06 0.36865E-06 0.38213E-06 0.24224E-10 0.24812E-10 0.2S394E-10 0.2S969E-10 0.26535E-10 0.27092E-10 0.27637E-10 0.28168E-10 0.28685E-10 0.29185E-10 0.29666E-10 0.30127E-10 0.30564E-10 0.30977E-10 0.31362E-10 0.31718E-10 0.32041E-10 0.32330E-10 0.32581E-10 0.32792E-10 0.32960E-10 0.33082E-10 0.33155E-10 0.33175E-10 0.33139E-10 0.33044E-10 0.32887E-10 0.32663E-10 0.32369E-10 0.32000E-10 CsoUg/g) 0.14024E-13 0.30110E-13 0.48283E-13 0.68574E-13 0.91015E-13 0.11564E-12 0.14249E-12 0.17160E-12 0.20301E-12 0.23676E-12 0.27291E-12 0.31149E-12 0.352S5E-12 0.39615E-12 0.44232E-12 0.491 13E- 12 O.S4262E-12 0.59684E-12 0.65385E-12 0.71370E-12 0.77643E-12 0.84211E-12 0.91078E-12 0.98249E-12 0.10573E-11 0.11352E-11 0.12164E-11 0.13008E-11 0.13884E-11 0.14794E-11 0.15737E-11 0.16715E-11 0.17726E-11 0.18773E-11 0.19854E-11 0.20970E-11 0.22122E-11 0.23310E-11 0.24533E-11 0.25792E-11 0.27087E-11 0.28417E-11 0.29783E-11 0.3118SE-11 0.32621E-11 0.34093E-11 0.35599E-11 0.37140E-11 0.3871 4E-11 0.40321E-11 0.41960E-11 0.43630E-11 0.45331E-11 0.47062E-11 0.48820E-11 0.50606E-11 TUT 004 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 0.365336-06 0.37813E-06 0.391 07E-06 0.40416E-06 0.41739E-06 0.43072E-06 0.44416E-06 0.45768E-06 0.47126E-06 0.48489E-06 0.49854E-06 0.51219E-06 0.52583E-06 0.53941E-06 0.55293E-06 0.56634E-06 O.S7963E-06 0.5927SE-06 0.60568E-06 0.61839E-06 0.63082E-06 0.64296E-06 0.65476E-06 0.66617E-06 0.67715E-06 0.68766E-06 0.69765E-06 0.70707E-06 0.71586E-06 0.72398E-06 0.73136E-06 0.73795E-06 0.74369E-06 0.74851E-06 0.75234E-06 0.75512E-06 0.75678E-06 0.75724E-06 0.75643E-06 0.75426E-06 0.75067E-06 0.74556E-06 0.73884E-06 0.73043E-06 I 150.000 Cgas(g/cu.ft) 0.3201 1E-09 0.68728E-09 0.11021E-08 0.15653E-08 0.20775E-08 0.26396E-08 0.32524E-08 0.39168E-08 0.46338E-08 0.54043E-08 0.62293E-08 0.71100E-08 0.80473E-08 0.90423E-08 0.10096E-07 0.11210E-07 0.12386E-07 0.13623E-07 0.14925E-07 0.16291E-07 0.17723E-07 0.19222E-07 0.20789E-07 0.22426E-07 0.24134E-07 0.25913E-07 0.27765E-07 0.29691E-07 0.31692E-07 0.33768E-07 0.35921E-07 0.38152E-07 0.40462E-07 0.42850E-07 0.45318E-07 0.47867E-07 0.50496E-07 0.53206E-07 0.55998E-07 0.58872E-07 0.61827E-07 0.64864E-07 0.39581E-06 0.40967E-06 0.423.70E-06 0.43788E-06 0.45221E-06 0.46665E-06 0.48121E-06 0.49586E-06 0.51057E-06 0.52534E-06 0.54013E-06 O.S5492E-06 0.56969E-06 0.58441E-06 0.59905E-06 0.61359E-06 0.62798E-06 0.64220E-06 0.65621E-06 0.66997E-06 0.68345E-06 0.69660E-06 0.70938E-06 0.72174E-06 0.73364E-06 0.74503E-06 0.75585E-06 0.76606E-06 0.77558E-06 0.78438E-06 0.79238E-06 0.79952E-06 0.80573E-06 0.81095E-06 0.81510E-06 0.81812E-06 0.81991E-06 0.82041E-06 0.81953E-06 0.81719E-06 0.81329E-06 0.80775E-06 0.80048E-06 0.79137E-06 Cliq(g/cu.ft) 0.34682E-09 0.74461E-09 0.1 WOE -08 0.16958E-08 0.22508E-08 0.28598E-08 0.35237E-08 0.42436E-08 0.50204E-08 0.58551E-08 0.67490E-08 0.77031E-08 0.87186E-08 0.97967E-08 0.10939E-07 0.12146E-07 0.13419E-07 0.14760E-07 0.16170E-07 0.17650E-07 0.19201E-07 0.20825E-07 0.22524E-07 0.24297E-07 0.26147E-07 0.28075E-07 0.30081E-07 0.32168E-07 0.34335E-07 0.36585E-07 0.38918E-07 0.41335E-07 0.43837E-07 0.46425E-07 0.49099E-07 0.51860E-07 0.54708E-07 0.57645E-07 0.60670E-07 0.63783E-07 0.66985E-07 0.70275E-07 0.524176-11 0.54252E-11 0.561 10E- 11 0.57988E-11 0.5988SE-11 0.61799E-11 0.63726E-11 0.6S666E-11 0.67615E-11 0.69570E-11 0.71529E-11 0.73488E-11 0.754446-11 0.77393E-11 0.79332E-11 0.81257E-11 0.83163E-11 0.85046E-11 0.86901E-11 0.88724E-11 0.90S09E-11 0.922SOE-11 0.93943E-11 0.95S80E-11 0. 971566-11 0.96664E-11 0.100106-10 0.10145E-10 0.10271E-10 0.10387E-10 0.10493E-10 0.10588E-10 0.106706-10 0.107396-10 0.107946-10 0.108346-10 0.108586-10 0.108656-10 0.108536-10 0.108226-10 0.10770E-10 0.106976-10 0.106016-10 0.104806-10 Csot<g/g> 0.459296-14 0.986086-14 0.158136-13 0.224586-13 0.29807E-13 0.37872E-13 0.46665E-13 0.56198E-13 0.66485E-13 0.77539E-13 0.893776-13 0.102016-12 0.115466-12 0.12974E-12 0.14486E-12 0.16084E-12 0.17771E-12 0.195466-12 0.214136-12 0.233736-12 0.254286-12 0.275796-12 0.298286-12 0.321766-12 0.346266-12 0.371796-12 0.39836E-12 0.42599E-12 0.454706-12 0.48449E-12 0.51539E-12 0.54740E-12 0.580536-12 0.61480E-12 0.65021E-12 0.68678E-12 0.724506-12 0.763396-12 0.803456-12 0.84468E-12 0.887086-12 0.930656-12 TUT 004 21.67 43 44 45 46 47 48 49 SO 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.67982E-07 0.71181E-07 0.74461E-07 0.77820E-07 0.81258E-07 0.84774E-07 0.88367E-07 0.92035E-07 0.95776E-07 0.99589E-07 0.10347E-06 0.10742E-06 0.11144E-06 0.11551E-06 0.11965E-06 0.12384E-06 0.12808E-06 0.13236E-06 0.13669E-06 0.14106E-06 0. 145466-06 0.14989E-06 0.15434E-06 0.15880E-06 0.16327E-06 0.16774E-06 0.17221E-06 0.17666E-06 0.18108E-06 0.18548E-06 0.18983E-06 0.19412E-06 0.19836E-06 0.20252E-06 0.20659E-06 0.21057E-06 0.21443E-06 0.21817E-06 0.221776-06 0.225216-06 0.22848E-06 0.23156E-06 0.23444E-06 0.23710E-06 O.Z3952E-06 0.24168E-06 0.24356E-06 0.24513E-06 0.24639E-06 0.24730E-06 0.24784E-06 0.24799E-06 0.24773E-06 0.24702E-06 0.24584E-06 0.24417E-06 0.24197E-06 0.23921E-06 0.736536-07 0.771 19E-07 0.80672E-07 0.84312E-07 0.88037E-07 0.91846E-07 0.95739E-07 0.99713E-07 0.10377E-06 0. 107906-06 0.112106-06 0.116386-06 0.120736-06 0.125156-06 0.129636-06 0.134176-06 0.138766-06 0.143406-06 0.148106-06 0.152836-06 0.157606-06 0.162396-06 0.167216-06 0.172056-06 0.176896-06 0.181746-06 0.18657E-06 0.191396-06 0.196196-06 0.200956-06 0.205666-06 0.210326-06 0.21491E-06 0.21941E-06 0.22383E-06 0.22813E-06 0.23232E-06 0.236376-06 0.240276-06 0.24400E-06 0.247546-06 0.25088E-06 0.25400E-06 0.256886-06 0.25950E-06 0.26184E-06 0.263876-06 0.265586-06 0.266946-06 0.26793E-06 0.26852E-06 0.26868E-06 0.268396-06 0.26763E-06 0.26635E-06 0.264546-06 0.262156-06 0.259176-06 0.97538E-12 0.102136-11 0.106836-11 0.1 11656-11 0.116596-11 0.121636-11 0.126796-11 0.132056-11 0.137426-11 0.142896-11 0.148466-11 0.154136-11 0. 159886-11 0.16573E-11 0.171666-11 0.17767E-11 0.183766-11 0.189916-11 0.196126-11 0.202396-11 0.208706-11 0.215056-11 0.221446-11 0.22784E-11 0.23425E-11 0.240676-11 0.247086-11 0.253466-11 0.259816-11 0.266116-11 0.272366-11 0.278526-11 0.284606-11 0.290576-11 0.296416-11 0.302126-11 0.307666-11 0.31302E-11 0.318186-11 0.323126-11 0.327816-11 0.332246-11 0.33637E-11 0.340196-11 0.343666-11 0.346756-11 0.349456-11 0.35171E-11 0.35351E-11 0.354826-11 0.355606-11 0.355816-11 0.355436-11 0.3S442E-11 0.35273E-11 0.350326-11 0.347176-11 0.343226-11 POLYGON Tine: Cell 123456789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 I 160.000 Cgas(g/cu.ft) 0.104846-09 0.225086-09 0.360936-09 0.512626-09 0.680376-09 .864466-09 .106526-08 .128286-08 .151766-08 .17699E-08 0.20401E-08 0.23285E-08 0.263556-08 0.296136-08 0.330656-08 0.367146-08 0.405636-08 0.446166-08 0.488786-08 0.533516-08 0.580416-08 0.629516-08 0.68084E-08 0.734456-08 0.79037E-08 0.848646-08 0.909296-08 0.972366-08 Cliq(g/cu.ft) 0.113586-09 0.243866-09 0.391046-09 0.55538E-09 0.737136-09 0.936586-09 0.115406-08 0.138986-08 0.164426-08 0.191756-08 0.221036-08 0.252276-08 0.285536-08 0.320846-08 0.358246-08 0.397766-08 0.439476-08 0.483386-08 0.529556-08 0.578026-08 0.628836-08 0.682026-08 0.737646-08 0.795726-08 0.856316-08 0.919446-08 0.985156-08 0.105356-07 Csol<g/g) 0.150426-14 0.322946-14 0.517866-14 0.735496-14 0.976186-14 0.124036-13 0.152836-13 0.184056-13 0.217736-13 0.253946-13 0.292716-13 0.334096-13 0.378136-13 0.424886-13 0.474416-13 0.526766-13 0.581986-13 0.640146-13 0.701286-13 0.765476-13 0.83276E-13 0.903206-13 0.976856-13 0.105386-12 0.113406-12 0.121766-12 0.130466-12 0.139516-12 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.10379E-07 0.11059E-07 0.11764E-07 0. 124956-07 0.13251E-07 0.14033E-07 0.14842E-07 0.15676E-07 0.16537E-07 0.17425E-07 0.18339E-07 0.192806-07 0.20248E-07 0.21243E-07 0.22264E-07 0.23312E-07 0.24386E-07 0.254866-07 0.26612E-07 0.27763E-07 0.289406-07 0.30141E-07 0.31366E-07 0.32615E-07 0.338876-07 0.351806-07 0.36495E-07 0.378306-07 0.391846-07 0.405566-07 0.419446-07 0.433486-07 0.44766E-07 0.46197E-07 0.47638E-07 0.49088E-07 0.50545E-07 0.520066-07 0.534706-07 0.54935E-07 0.56397E-07 0.578546-07 0.593046-07 0.607436-07 0.621686-07 0.635756-07 0.649626-07 0.66325E-07 0.67659E-07 0.689606-07 0.702266-07 0.71449E-07 0.72627E-07 0.73755E-07 0.748266-07 0.758366-07 0.767806-07 0.77650E-07 0.784426-07 0.791496-07 0.79764E-07 0.80281E-07 0.80692E-07 0.80990E-07 0.811686-07 0.812176-07 0.811306-07 0.808986-07 0.80512E-07 0.799646-07 0.79244E-07 0.783426-07 0.112456-07 0.119826-07 0.127466-07 0.135376-07 0.143566-07 0.152046-07 0.160806-07 0.16984E-07 0.17917E-07 0.188796-07 0.19869E-07 0.20889E-07 0.21937E-07 0.230156-07 0.24121E-07 0.252566-07 0.264206-07 0.276126-07 0.288326-07 0.300796-07 0.31354E-07 0.32656E-07 0.339836-07 0.353366-07 0.367146-07 0.38115E-07 0.395396-07 0.40986E-07 0.424536-07 0.439396-07 0.454436-07 0.469656-07 0.485016-07 0.500516-07 0.516126-07 0.531836-07 0.547616-07 0.56345E-07 0.57931E-07 0.595186-07 0.611026-07 0.62681E-07 0.64251E-07 0.658106-07 0.673546-07 0.688796-07 0.703816-07 0.71858E-07 0.733036-07 0.747136-07 0.760846-07 0.774106-07 0.78686E-07 0.79908E-07 0.810686-07 0.821636-07 0.831856-07 0.84128E-07 0.849866-07 0.857526-07 0.864186-07 0.869786-07 0.874236-07 0.877476-07 0.879396-07 0.879936-07 0.878986-07 0.876476-07 0.872296-07 0.866356-07 0.85855E-07 0.84877E-07 0. 148916-12 0. 158676-12 0.168796-12 0.17927E-12 0.190126-12 0.20134E-12 0.212946-12 0.22492E-12 0.23727E-12 0. 250016-12 0. 263136-12 0.276636-12 0.290516-12 0.304786-12 0.319446-12 0.334476-12 0.34988E-12 0.36566E-12 0. 381826-12 0.39834E-12 0.415226-12 0.432466-12 0.45004E-12 0.46795E-12 0.486206-12 0.504766-12 0.523626-12 0.54277E-12 0.562206-12 0.581886-12 0.601806-12 0.621956-12 0.642306-12 0.662826-12 0.683496-12 0.704306-12 0.725206-12 0.746176-12 0.767186-12 0.788196-12 0.809176-12 0.830086-12 0.850876-12 0.871526-12 0.891966-12 0.912166-12 0.932066-12 0.951606-12 0.970756-12 0.989426-12 0.100766-11 0.102516-11 0.104206-11 0. 105826-11 0.107366-11 0.108816-11 0.110166-11 0.11141E-11 0.112556-11 0.113566-11 0.114446-11 0.115186-11 0.115776-11 0.116206-11 0.116466-11 0.116536-11 0.116406-11 0.116076-11 0.11552E-11 0.114736-11 0.113706-11 0.112406-11 POLYGON I Tine: 170.000 Cell1 23 4 5 6 7 8 9 10 11 12 13 14 Cgas<g/cu.ft) 0.343346-10 0.737136-10 0.118206-09 0.167886-09 0.222826-09 0.283116-09 0.348846-09 0.420106-09 0.497006-09 0.579636-09 0.668126-09 0.762576-09 0.863106-09 0.969836-09 Cliq(g/cvi.ft) 0.37198E-10 0.79863E-10 0.128076-09 0.181896-09 0.241416-09 0.306736-09 0.377946-09 0.455146-09 0.538466-09 0.627996-09 0.723866-09 0.82619E-09 0.935116-09 0.105076-08 Csol(g/g) 0.492616-15 0.105766-14 0.169606-14 0.240876-14 0.319706-14 0.406206-14 0.500506-14 0.602746-14 0.713086-14 0.831646-14 0.958606-14 0.109416-13 0.123846-13 0.13915E-13 TUT OO4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.10829E-08 0.12024E-08 0.13284E-08 0.14612E-08 0.16007E-08 0.17472E-08 0.19008E-08 0.20616E-08 0.22297E-08 0.24053E-08 0.25884E-08 0.27793E-08 0.29779E-08 0.31845E-08 0.33991E-08 0.36218E-08 0.38527E-08 0.40920E-08 0.43397E-08 0.45958E-08 0.48606E-08 O.S1339E-08 0.54159E-08 0.57066E-08 0.60061E-08 0.63143E-08 0.66312E-08 0.69569E-08 0.72914E-08 0.7634SE-08 0.79862E-08 0.83465E-08 0.87153E-08 0.90924E-08 0.94777E-08 0.98711E-08 0.10272E-07 0.10681E-07 0.11098E-07 0.11521E-07 0.11952E-07 0.12389E-07 0.12833E-07 0.13282E-07 0.13737E-07 0.14196E-07 0.14661E-07 0.15129E-07 0.15601E-07 0.16076E-07 0.16553E-07 0.17032E-07 0.17511E-07 0.17991E-07 0.184706-07 0.18947E-07 0.19422E-07 0.19893E-07 0.20360E-07 0.20821E-07 0.21275E-07 0.21721E-07 0.22158E-07 0.22584E-07 0.22999E-07 0.23399E-07 0.23785E-07 0.24154E-07 0.24505E-07 0.24836E-07 0.25145E-07 0.2S430E-07 0.25690E-07 0.25921E-07 0.26122E-07 0.26292E-07 0.26426E-07 0.26524E-07 0.26582E-07 0.26598E-07 0.26570E-07 0.26494E-07 0.26368E-07 0.26188E-07 0.25952E-07 0.25657E-07 0.11732E-08 0.13027E-08 0.14392E-08 0.15831E-08 0.17343E-08 0.18930E-08 0.20594E-08 0.22336E-08 0.24157E-08 0.26060E-08 0.28044E-08 0.30111E-08 0.32263E-08 0.34501E-08 0.36826E-08 0.39239E-08 0.41741E-08 0.44334E-08 0.4701 7E -08 0.49792E-08 0.52661E-08 0.55622E-08 0.58677E-08 0.61827E-08 0.65071E-08 0.68410E-08 0.71844E-08 0.75373E-08 0.78996E-08 0.82714E-08 0.86525E-08 0.90428E-08 0.94424E-08 0.98509E-08 0.10268E-07 0.10695E-07 0.11129E-07 0.11572E-07 0.12024E-07 0.12483E-07 0.12949E-07 0.13423E-07 0.13903E-07 0.14390E-07 0.14883E-07 0.15381E-07 0.15884E-07 0.16391E-07 0.16903E-07 0.17417E-07 0.17934E-07 0.18453E-07 0.18972E-07 0.19492E-07 0.20011E-07 0.20528E-07 0.21042E-07 0.21553E-07 0.22058E-07 0.22558E-07 0.23050E-07 0.23533E-07 0.24007E-07 0.24468E-07 0.24917E-07 0.25352E-07 0.25770E-07 0.26170E-07 0.26550E-07 0.26908E-07 0.27243E-07 0.27552E-07 0.27833E-07 0.28083E-07 0.28302E-07 0.28485E-07 0.28631E-07 0.28737E-07 0.28800E-07 0.28817E-07 0.28786E-07 0.28704E-07 0.28567E-07 0.28373E-07 0.281 17E-07 0.27797E-07 0.15537E-13 0.17251E-13 0.19060E-13 0.20964E-13 0.22967E-13 0.25069E-13 0.27273E-13 0.29580E-13 0.31992E-13 0.34511E-13 0.37138E-13 0.39876E-13 0.42726E-13 0.45690E-13 0.48769E-13 0.51964E-13 0.55278E-13 0.5871 IE- 13 0.62264E-13 0.65940E-13 0.69738E-13 0.73660E-13 0.77706E-13 0.81877E-13 0.86173E-13 0.90595E-13 0.95143E-13 0.99816E-13 0.10461E-12 0.10954E-12 0.11458E-12 0.11975E-12 0.12504E-12 0.13046E-12 0.13598E-12 0.14163E-12 0.14739E-12 0.1532SE-12 0.15923E-12 0.16531E-12 0.17148E-12 0.17776E-12 0.18412E-12 0.19056E-12 0.19709E-12 0.20369E-12 0.21035E-12 0.21707E-12 0.22384E-12 0.23066E-12 0.23750E-12 0.24437E-12 0.25125E-12 0.25813E-12 0.26500E-12 0.27185E-12 0.27866E-12 0.28542E-12 0.29211E-12 0.29873E-12 0.30525E-12 0.31165E-12 0.31792E-12 0.32403E-12 0.32998E-12 0.33573E-12 0.34126E-12 0.346S6E-12 0.35160E-12 0.35634E-12 0.36077E-12 0.36487E-12 0.36859E-12 0.37191E-12 0.37480E-12 0.37723E-12 0.37916E-12 0.38056E-12 0.38139E-12 0.38163E-12 0.38122E-12 0.38013E-12 0.37831E-12 0.37574E-12 0.37235E-12 0.36812E-12 POLYGON I Time: 180.000 Cell Cgas(g/cu.ft) pliq(g/cu.ft) Csol(g/g> TUT 004 2170 1 234 56789 10 11 12 13U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 0.11244E-10 0.24141E-10 0.3871 2E-10 0.54980E-10 0.72973E-10 0.9271 7E-10 0.11424E-09 0.13758E-09 0.16276E-09 0.18983E-09 0.21881E-09 0.24974E-09 0.28266E-09 0.31762E-09 0.35464E-09 0.39377E-09 0.43505E-09 0.47853E-09 0.52423E-09 0.57222E-0* 0.62252E-09 0.67517E-09 0.73023E-09 0.78773E-09 0.84771E-09 0.91020E-09 0.97S26E-09 0.10429E-08 0.11132E-08 0.11861E-08 0.12618E-08 0.13401E-08 0.14212E-08 0.15051E-08 0.15918E-08 0.16813E-08 0.17737E-08 0.18689E-08 0.19670E-08 0.20679E-08 0.21717E-08 0.22784E-08 0.23879E-08 0.25003E-08 0.26155E-08 0.27335E-08 0.28542E-08 0.29777E-08 0.31039E-08 0.32328E-08 0.33642E-08 0.34981E-08 0.36345E-08 0.37732E-08 0.39142E-08 0.40574E-08 0.42026E-08 0.43498E-08 0.44987E-08 0.46493E-08 0.48014E-08 0.49548E-08 0.51094E-08 0.52649E-08 0.5421 IE-08 0.55779E-08 0.57349E-08 0.58920E-08 0.60488E-08 0.62051E-08 0.63606E-08 0.65149E-08 0.66677E-08 0.68187E-08 0.69675E-08 0.71136E-08 0.72567E-08 0.73963E-08 0.75320E-08 0.76633E-08 0.77896E-08 0.79105E-08 0.80254E-08 0.81338E-08 0.82349E-08 0.83283E-08 0.84132E-08 0.84891E-08 0.85550E-08 0.86105E-08 0.12182E-10 0.26155E-10 0.41941E-10 0.59567E-10 0.79061E-10 0.10045E-09 0.12377E-09 0.14906E-09 0.17634E-09 0.20567E-09 0.23706E-09 0.27058E-09 0.30624E-09 0.34411E-09 0.38422E-09 0.42662E-09 0.47135E-09 0.51845E-09 0.56797E-09 0.6199SE-09 0.67445E-09 0.73150E-09 0.79115E-09 0.85344E-09 0.91843E-09 0.98614E-09 0.10S66E-08 0.11299E-08 0.12060E-08 0.12851E-08 0.13670E-08 0.14519E-08 0.15398E-08 0.16307E-08 0.17246E-08 0.18216E-08 0.19217E-08 0.20248E-08 0.21311E-08 0.22404E-08 0.23529E-08 0.24684E-08 0.25871E-08 0.27089E-08 0.28337E-08 0.29615E-08 0.30923E-08 0.32262E-08 0.33629E-08 0.35025E-08 0.36448E-08 0.37900E-08 0.39377E-08 0.40880E-08 0.42408E-08 0.43959E-08 0.45532E-08 0.47126E-08 0.48740E-08 0.50372E-08 0.52019E-08 0.53682E-08 0.55356E-08 0.57041E-08 0.58734E-08 0.60432E-08 0.62134E-08 0.63835E-08 0.65535E-08 0.67228E-08 0.6891 2E-08 0.70584E-08 0.72240E-08 0.73876E-08 0.7S487E-08 0.77070E-08 0.78621E-08 0.80133E-08 0.81603E-08 0.83026E-08 0.84395E-08 0.85704E-08 0.86949E-08 0.88123E-08 0.89219E-08 0.90231E-08 0.91151E-08 0.91972E-08 0.92687E-08 0.93288E-08 0.16133E-15 0.34637E-15 0.55542E-15 0.78884E-15 0.10470E-14 0.13303E-14 0.16391E-14 0.197406-14 0.23353E-14 0.27236E-14 0.31394E-14 0.35832E-14 0.40556E-14 0.45571E-14 0.50883E-14 0.56497E-14 0.62420E-14 0.68658E-14 0.75216E-U 0.82100E-14 0.89317E-14 0.96872E-14 0.10477E-13 0.11302E-13 0.12163E-13 0.13059E-13 0.13993E-13 0.14963E-13 0.15972E-13 0.17018E-13 0.18103E-13 0.19228E-13 0.20391E-13 0.21595E-13 0.22839E-13 0.241Z3E-13 0.25448E-13 0.26814E-13 0.28221E-13 0.29670E-13 0.31159E-13 0.32689E-13 0.34261E-13 0.35873E-13 0.37526E-13 0.39219E-13 0.40952E-13 0.42724E-13 0.44534E-13 0.46383E-13 0.48268E-13 0.50190E-13 0.52147E-13 0.54137E-13 0.56160E-13 0.58214E-13 0.60298E-13 0.62409E-13 0.64546E-13 0.66707E-13 0.68889E-13 0.71090E-13 0.73308E-13 0.75539E-13 0.77781E-13 0.80030E-13 0.82283E-13 0.84537E-13 0.86787E-13 0.89029E-13 0.91260E-13 0.93474E-13 0.95667E-13 0.97833E-13 0.99967E-13 0.10206E-12 0.10412E-12 0.10612E-12 0.10807E-12 0.1099SE-12 0.11176E-12 0.11350E-12 0.11515E-12 0. 116706-12 0.11815E-12 0.11949E-12 0.12071E-12 0.12180E-12 0.12275E-12 0.12354E-12 TUT 004 2171 91 0.86546E-08 0.93765E-08 0.12417E-12 92 0.86865E-08 0.94112E-08 0.12463E-12 93 0.87056E-08 0.94319E-08 0.12491E-12 94 0.87109E-08 0.94376E-08 0.12498E-12 95 0.87016E-08 0.94275E-08 0.12485E-12 96 0.86767E-08 0.94005E-08 0.12449E-12 97 0.86353E-08 0.93557E-08 0.123906-12 98 0.85765E-08 0.92920E-08 0.12305E-12 99 0.84992E-08 0.92083E-08 0.12194E-12 100 0.8402SE-08 0.9103SE-08 0.12056E-12 TUT OO4 217 \ 00'002 3NI1 00'00 I 00'03 . i....I....I....I....L...i....i... IDVdNI 00'0 00'0 - 00'002 Q oc - 00 ' 0017 (D r00'009 F 00'008 o c (O\ L00'000 I M H- VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynamac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LHENRI SIMULATION 3 1 polygons. Timestep = 1.00 years. Simulation length = 180.00 years. Printout every 10.00 years. Vertical profile stored every 10.00 years. Koc = 375.00 ml/g, 0.13243E-01cu.ft./g Kh = 0.92300 (dimensionless). Aqueous solubility = 150.00 «g/l, A.2476 g/cu.ft Free air diffusion coefficient = .66000 sq. a/day, 2S93.1 sq.ft./yr Polygon 1 POLYGON I Polygon area = 1.0000 sq. ft. 100 cells, each cell 0.200 ft. thick. Soil Properties: Bulk density = 1.3500 g/ml, 38228. g/cu.ft. Porosity = 0.3000 Volumetric water content = 0.2000 Organic carbon content = 0.00020000 Recharge Rate * 0.46000001 ft/yr Cone, in recharge water * 0.00000 mg/l, 0.00000 g/cu.ft Atmospheric concentration * 0.00000 Hg/l, 0.00000 g/cu.ft Water table has a fixed concentration of 0.00000 ng/l, 0.00000 g/cu.ft. with respect to gas diffusion. TUT 004 217' VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynamac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LHENRI SIMULATION 3 WARNING!!! At tine 0.00, aqueous solubility was exceeded in 18 cells. Polygon 1 At time = 0.00, total BBSS in vadose zone - 9.2429 a/sq.ft. Mass in gas phase * 2.1678 g/sq.ft. Mass in liquid phase * 4.6972 g/sq.ft. Mass sorbed - 2.3779 g/sq.ft. WARNING!!! At time - 1.00, aqueous solubility was exceeded in 7 cells. Polygon 1 At time - 10.00. total Mass in gas phase * Mass in liquid phase «= Mass sorbed = in vadose zone * 0.73258 g/sq.ft. 1.5874 g/sq.ft. 0.80362 g/sq.ft. 3.1236 g/sq.ft. Since last printout at tine - 0.00 Change in Total Mass - -6.1193 Advection in from atmosphere = Advection in from Mater table Diffusion in fro* atmosphere = Diffusion in from Mater table g/sq.ft. 0.00000 -2.2453 -1.5266 -2.3474 g/sq.ft. g/sq.ft. g/sq.ft. g/sq.ft. Total inflOM at boundaries = -6.1193 g/sq.ft. Mass discrepancy = -0.29564E-04g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -6.1193 g/sq.ft. Advection in from atmosphere * 0.00000 g/sq.ft. Advection in from Mater table = -2.2453 g/sq.ft. Diffusion in from atmosphere = -1.5266 g/sq.ft. Diffusion in from Mater table - -2.3474 g/sq.ft. Total inflow at boundaries = -6.1193 g/sq.ft. . Mass discrepancy = -0.29564E-04g/sq.ft. Polygon 1 At time = 20.00, total mass in vadose zone = 0.28937 g/sq.ft. Mass in gas phase = 0.67866E-01g/sq.ft. Mass in liquid phase = 0.14706 g/sq.ft. Mass sorbed = 0.74447E-01g/sq.ft. Since last printout at time * 10.00 Change in Total Mass = -2.8342 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from Mater table = -1.6625 g/sq.ft. Diffusion in from atmosphere = -0.11682 g/sq.ft. Diffusion in from water table * -1.0549 g/sq.ft. Total inflow at boundaries = -2.8342 g/sq.ft. Mass discrepancy = -0.42915E-05g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -8.9535 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table * -3.9077 g/sq.ft. Diffusion in from atmosphere = -1.6434 g/sq.ft. Diffusion in from Mater table * -3.4024 g/sq.ft. Total inflow at boundaries * -8.9535 g/sq.ft. Mass discrepancy = -0.34332E-04g/sq.ft. Polygon 1 At time = 30.00, total mass in vadose zone = 0.25936E-01g/sq.ft. Mass in gas phase * 0.60827E-02g/sq.ft. Mass in liquid phase = 0.13180E-01g/sq.ft. Mass sorbed = 0.66726E-02g/sq.ft. Since last printout at time = 20.00 Change in Total Mass - -0.26343 Advection in from atmosphere = Advection in from water table * Diffusion in from atmosphere - Diffusion in from water table * Total inflow at boundaries = -0.26343 g/sq.ft. Mass discrepancy = -0.41723E-06g/sq.ft. g/sq.ft. 0.00000 g/sq.ft. -0.15580 g/sq.ft. -0.10472E-01g/sq.ft. -0.97161E-01g/sq.ft. TUT O04 217 J 8 § N H r t - mm< • • V • • Q -*.-*3 rt rt A 3 3 a oo: 8 § a'~oo> »? • •«* •*• -M —t O> Oi rt - 3 -fc -i. < «? — H B H rt =k-t.-kjt If 3 rt > 3, -t. -k A $ 3 » 0^.4ij.(l*3rt ~ - " o isrsSrtrt-," jjgSSrtrt^j s i.SSSSSjf 5.8883S.. MO| |rt »-1» q rt •— O O O JB r 3 3 3 3 » II ; •*-•, •*-t. i/> o I 1 T -1 T •> • L8 8 8 i " ° PS-gag PS-gggR IV (A r» • r» • •O It Q It 0 < -• II 1 8 -1 R ^ PPPL 5 ili * w» oCSrv) 3 H ^3 rti n» 01 ^ 8 SSS| ,0,0^8 -:°«"« H" §«•"-" £K £3 « • S ^ • a s »* 1 *«. . . ^ • i i i o £ • •ooooi UI.^J^t • O* • • • • •^£ul~*o*i> • ni 01 ifl •* i i i ??« -H.U.U3 5"™ ? rt rt rt II I n a a^ "' 3'4. 8 A| | ft IS •- o 3 3 " § ftl22? -. n a •*•*« a • fi -fc^-^-i O n II H rt 2 8 H rt rt-I JtioBBrtrt-II , Q O Q O r t l l^fiflOOrt 1 1 i • 3 3 9 9 a• 5 » 3 3 3 3 » M rS'3 3 3 X 1 1 ^ 0 - 3 3 3 3 » Ms'fc8 i???™? s????!. ssis- fe«S|U 8 HHi s""!"!? - rtS-rtJ}-. Ul rtS-rtS-M * t*E.<»lx> m - - - - - P &3&3J5 o ^ i A A ~ S« ID <O II II JJ • h" ". li -*>4 ^ •*( rt » rt f • ill OA • w-*>._« c i«^< -• •*-*-•> a mo>oSrt ID Cif*N§rt ~oyt-jQ- ^.5-»u>5- v 4^000 <e y VT*P ,0,0,0,0 5JSJSJS 8 ID i! A 9-.-.S°.5£*§ 9-.r,°.°.j 8""3'^>^<'<'— m'a'rtirtl. -t.-t.-k » A 3 • h -k-«,-k« r-C COO rt 1 ^C C «- •• 8 B K rt rt -» A O B R r t r t - 4 B ^* i' !T' —' 5 ** "B * i' i' —' —' 5 ™ I S 3 3 1 M N N rtO .SS38S, I.SSSSff. rt «-H B rt ^ C -k-k-k-*.*) O ta - - - -| B) . 88B8.. StlSIS 8 . . . Q -*-*.-* 3 rt rt rt it M M H N <OX. JS •* i i » rsas ^ o. 003 f 3 f* 1 T T T W • 8888- r-- oo h-n srsr&r&r 5 CT VOOOO I • ?O ... W I I t UJ f ft *•» o R sr (^ sr sr 8 J3 g O g 4) . O a O « w • a 3 • 3 — o • 3 « x — o • L. i i. i *.c.c c c J3 " n 2 c c c c5 " x ^ B C C C C a C • ^ i c c c c < D C f O O O O V • ^ V O O O O 9 • H * 4 ' 4 ' M M O 4 I ^ f f f t t M O t T 4'Ci!«>t-<*-Cu •Cw«'*- >*-^U — 5 >•»•»- c <* ""•S-S.*"!'" c." 58 -I i £ Jl;t 1i sr srsrsrsr 8 7OOOO > • 7O ... • tt ii. uiv 8 _ v< i 3 !Q Boo 8 " 11 O _ _ _ _ C . M i. L. L. L. u •cccc.fi! 1 n x c c c c J l ' 1 • ^ i < * ' M U 9 t T h- *> *> 5 S 5 — ^ y y S S - ' t - *• y y S S—i 8 COO TJ S3 „! o S oj II ii a-£ 8 i|558 - ii 82 srii U W 4-> «-> CH-^H- Nsfsrsr srsrsrsr >*- i «t * O'x m a £sr M " HV^i ii ii i ^ 70000i • 70i.. • « I I I UJ ** M V •^ St- •** p»^ 5\ S " °* - — . M n«- •v S « DON «4l«^4l-^.»* rM*.-^ — •du^C^ i *^CJQL^ PS II « KTJ Ul N II <J II fl Ul ""•fi*J'R*' S '•&'"'•&*' O M l . M ' k l l i n . 01.01. II M i & II O V in O 41 O 41 vQ B f ' B W W N • w • fc> 0)rO S §3S3.2o SSSS.io SH8888^' o"8888|' U) U I. I. I. C • M I. I. 1. I. C «•».'*•<»•'*•" ~ " ' 1C C C C CJ « > o r t £ C C C C.O flOOO «- ^ "" "" 44 I000 H « C C C C « II Z C C C ow w u ii 8 S M »-•. S It c c ? SB — — <« X*' at a> <a —• M M M Z Z Z S 2 *• c : is. «j 8 If t!"a«ss5f --I" ""JltSSI OQ^TJ g & _• . m a F>*h- iro ooo. • M I i I UJ 4-> *:«r srsr ^ 4>— 41— . Y !•».<*.<». Rj 41 <9 II II UJ O • • • «-^ 4->^ fc> O Nsrsrsr F «w vr w frt: 8 P a 5 a u a x • 3 — c Sujujuj g H ^ £ | g!i • £aiij§ I****!, «i>j<oro j t c c c c i , aooo - ^ ^ ^ ^ ^ * * i 1 " S g g g g " ! 8 ii • *< S3 88 11.1- .lags 4J O— •- •— *» ** o *• II M N 8 ;-l|«ta «iSi5"":5 . „ «*-£ g SJ.S.SS ; — </>«</> C O 4J (0 « « —— 0 . < Z X Z (A Diffusion in from atmosphere = -1.6549 g/sq.ft. Diffusion in from water table = -3.5091 g/sq.ft. Total inflow at boundaries - -9.2429 g/sq.ft. Mass discrepancy = -0.36240E-04g/sq.ft. Polygon 1 At time * 110.00, total MSS in vadose zone * 0.1080SE-09g/sq.ft. Mass in gas phase * 0.25341E-10g/sq.ft. Mass in liquid phase * 0.54910E-10g/sq.ft. Mass sorbed » 0.27798E-10g/sq.ft. Since last printout at tine * 100.00 Change in Total Mass = -0.10974E-08g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.64903E-09g/sq.ft. Diffusion in from atmosphere •= -0.43629E-10g/sq.ft. Diffusion in from water table = -0.40476E-09g/sq.ft. Total inflow at boundaries = -0.10974E-08g/sq.ft. Mass discrepancy = -0.15543E-14g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -9.2429 g/sq.ft. Advection in from atmosphere * 0.00000 g/sq.ft. Advection in from water table = -4.0789 g/sq.ft. Diffusion in from atmosphere = -1.6549 g/sq.ft. Diffusion in from water table * -3.5091 g/sq.ft. Total inflow at boundaries = -9.2429 g/sq.ft. Mass discrepancy «= -0.36240E-04g/sq.ft. Polygon 1 At time = 120.00, total mass in vadose zone - 0.96848E-11g/sq.ft. Mass in gas phase - 0.22714E-11g/sq.ft. Mass in liquid phase * 0.49217E-11g/sq.ft. Mass sorbed - 0.24916E-11g/sq.ft. Since last printout at time = 110.00 Change in Total Mass - -0.98365E-10g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table * -0.58174E-10g/sq.ft. Diffusion in from atmosphere = -0.39106E-11g/sq.ft. Diffusion in from water table = -0.36280E-10g/sq.ft. Total inflow at boundaries * -0.98365E-10g/sq.ft. Mass discrepancy = -0.15266E-15g/sq.ft. Since beginning of run at time * 0.0 Change in Total Mass = -9.2429 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -4.0789 g/sq.ft. Diffusion in from atmosphere = -1.6549 g/sq.ft. Diffusion in from water table = -3.5091 g/sq.ft. Total inflow at boundaries - -9.2429 g/sq.ft. Mass discrepancy = -0.36240E-04g/sq.ft. Polygon 1 At time = 130.00, total mass in vadose zone * 0.86807E-12g/sq.ft. Mass in gas phase = 0.20359E-12g/sq.ft. Mass in liquid phase = 0.44115E-12g/sq.ft. Mass sorbed = 0.22333E-12g/sq.ft. Since last printout at time * 120.00 Change in Total Mass = -0.88167E-11g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.52143E-11g/sq.ft. Diffusion in from atmosphere = -0.35052E-12g/sq.ft. Diffusion in from water table = -0.32S19E-11g/sq.ft. Total inflow at boundaries - -0.88167E-11g/sq.ft. Mass discrepancy = -0.14745E-16g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass - -9.2429 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table * -4.0789 g/sq.ft. Diffusion in from atmosphere - -1.6549 g/sq.ft. Diffusion in from water table = -3.5091 g/sq.ft. Total inflow at boundaries - -9.2429 g/sq.ft. Mass discrepancy - -0.36240E-04g/sq.ft. Polygon 1 At time = 140.00, total mass in vadose zone = 0.77807E-13g/sq.ft. Mass in gas phase - 0.18248E-13g/sq.ft. Mass in liquid phase * 0.39541E-13g/sq.ft. Mass sorbed * 0.20018E-13g/sq.ft. Since last printout at time * 130.00 Change in Total Mass - -0.79026E-12g/sq.ft. Advection in from atmosphere - 0.00000 g/sq.ft. TUT 004 2.178 Ii IS PS ^S3 ia-fc-4,*'?'-. m 3 -».-*<" 7-. i %-fc-t.tf 9 3 • " -•>-•>-«•» A 3 rt l ^ - C C O O rt T ^ - C C O O — i Q B B r t r t - « A Q B B r t r t ^ a i Jf _..-._.._.. o rt -p e -.-.-.—o A S Q O O r t ^ i • O O O Q r t 9 3 3 oi • S a a a a a M i i II H H rt O •*•*•*•*M O 1 T T T VI • 8888..° ra 3 3 3 : T T T T W ^ , . . 8 O O O CN Ut*» -* • • • n o mmm< • i i i « O^'CfllCfll O ^ ' C M C O I O ^^^Q. i-SrtSlg siartgrtg ° £££8 S- A O A D « X A O A Q i -W.^O ) C H T 8 ™g . r v n - i S - i S o w w w . . s !« ^' -* rr i*-i m » <» i II I rt m i i i » • i oooo.fi -tl I I t SiI I S. 8S W 01 2 a"~ooj 3 ^* ^*—• ^* I B ^'3>S M (Tr-a H •^ s. S 8 i3-*-«.fJ-. ea-^-^SSS' M M i i r t i -*-fc-».S A3* O •*i'S'8 A 3 rt O I ^ C C O O rt T ' - C C O O — rt i g H H rt rt -( 4 t 9 " " w ^ ~ ' l * " H g"3 ' = = J -k-*-*-*l § 8 8 8 n'° N PA'* 5 S *"* *"* ui *i^->* i o ni ni m « • t i l l 8 -.-.-.! UI UIUIC *• H H<0 9> "H. H.' JUliN O rtO-rtS-- *» It 3" rt TON . . . o rn OLAILAIM m »<» OLA W •*-».-».3 i O'TO'T** ' WT frT *• rtrtrtA t «-A .-A ry <o JS|JS| •*•*•*•* rt rt rt rt ^»ll " M " '" *l I rt m i i i » • •oooon SI •^ m I 3 888rt£ A —'is - BsST 8 3--« .. a*~o s 3 -».-».<<— (0 3 •*-*.<<— H l l l l r t > -fc-k-ki* A 3 • O -•.-».-*S B 3 rt O i »-C C O O rt T ^ C C O O —• rt 8 B B r t r t - 4 A o B B r t r t - H B B ^* ^i ^« ^« Q rt ^Q C •*• •*•—• **• O *W ^™ i . S S S S f f j T 1.3SSSS- i rt r-H n rt f— „$[•" «J" „! C -fc-fc-k-fcw o -S888n'° liSSino DtKft I -I O—• t • C I i,8rtgrt! g r 9 5 8 I I I _ O —C 01 C 01 O -»-*-*J . A 5 5 B S 5 *-*~*-J A Q A B i t -a -a.* S"-1|-'|p i^N O rtS-rtS-i W rtS-rtS-^ . . . o rli • A fli r» M m oi A tin o -*-»,-4,5 o £32:36 -.£32:38 rrr* |i« „ • M * £P" M • H S *i« II II ~ ^ I N i CO IM MO -» £ *• E at ui • RJ 10 • Q *a o -«.« ^ -*K >. • rt M rt rn * i • n 9. • ill O A • i O O O OA ^O *- ^ £ i? A £££& *w H> ^»^rtt a oo —' 3' 5! 51 -*•* -* • Tf' T?*"?' 3f* O rt "0 * i* i' •* 8 8 3 S S i 101838 -8i88> I&88 PS'SrtS ->(« rt a rt *• O ^ ^.5 n *--»ol • nf ni ni H Q -i •JD OD srsrsrsr § in o ... 4-> <->«-> H-H-1- • • « yoooo i • I I I 111 fr> i i i i i i i i * i i i i i i r- «• •* UJ <$«t~ll«l7I UJ iiiiiir -.:i&isi ? S ^ * O OOOOOOOOOOOOOOOO c c c c . . c c c sr « • £ C C £ • C • « C C E C « C 2 «* o 4-> 5 a 3 S I -~ v> e 5 B o « 8 w • u o *^ *^- «^ -^ X O. ** O •»- "- *^ *^ X a. <9 UJ |H-^w««5tt ^*-». * **• - -- - -« I I * I I I I I I I I I I I O ** N H N 25 ** 3i5'5"":5 S«». Ei g v> -it. -j *r\iS.O>l^cM^rirt»-u»r._. _„ H-o P «-o>»-f\i •<> M rv ro-o «-F-in ^» >fl cO cj c c 8 £ ainKinrvioc04)3Fi«>«-Osl3jnea< 1 ^ 888888888888888888 X I l l l l t t l l l l l l l l a ui ui ui ui ui ui uj uj ui ui ui tu i v-N.>»<>f\ji\jin>o-*S.P.oBo-fM.*P.> CMKo>K.(\jr-Nto*~intoin>ocg^-v i»K&i9iS!9i3§SiiiS! oooooooooooooooo C§§§SS8SSSSSS8888§§ VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynaaac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 POLYGON Time: Cell 1 2 34 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 I 0.000 Cgas(g/cu.ft) 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 0.48413 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 5.2896 0.20620E-01 0.20620E-01 0. 206206-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0. 206206-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.20620E-01 0.206206-01 Cliq(g/cu.ft) 0.524S2 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 0.52452 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 5.7308 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 Csol(g/g> 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.13892E-05 0.1S179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.15179E-04 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0. 591 71 E -07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.591 71E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.591 71E-07 0.591 71E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 TUT 004 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 0. 206206-01 0.20620E-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.20620E-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.206206-01 0.20620E-01 0.00000 0.00000 0.00000 0.00000 0.00000 1 10.000 Cg«s(g/cu.ft) 0.108866-02 0.233716-02 0.374786-02 0.532306-02 0.706526-02 0.897716-02 0.110626-01 0.133226-01 0.157616-01 0.183836-01 0.211906-01 0.241876-01 0.273786-01 0.307656-01 0.34354E-01 0.381476-01 0.421506-01 0.463676-01 0.508016-01 0.554566-01 0.603386-01 0.654506-01 0.707966-01 0.763816-01 0.822076-01 0.88280E-01 0. 946036-01 0.10118 0.10801 0.11511 0.12247 0.13010 0.13800 0.14618 0.15464 0.16337 0.17240 0.18170 0.19130 0.20118 0.21135 0.22181 0.23256 0.24360 0.25491 0.26650 0.27836 0.29049 0.30287 0.31550 0.32836 0.34144 0.35472 0.36821 0.38188 0.39572 0.40971 0.42386 0.223416-01 0.223416-01 0.223416-01 0.223416-01 0.223416-01 0.223416-01 0.223416-01 0.223416-01 0.223416-01 0.223416-01 0.223416-01 0.223416-01 0.223416-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.22341E-01 0.00000 0.00000 0.00000 0.00000 0.00000 Cliq<g/cu.ft) 0.11794E-02 0.253216-02 0.406056-02 0.57671E-02 0.76546E-02 0.97260E-02 0.11984E-01 0.144336-01 0.170766-01 0.199166-01 0.229586-01 0.262056-01 0.29661E-01 0.333326-01 0.37220E-01 0.41330E-01 0.45667E-01 0.50235E-01 0.55039E-01 0.600836-01 0.653726-01 0.709106-01 0.767026-01 0.827536-01 0.89065E-01 0.95645E-01 0.10249 0.10962 0.11702 0.12471 0.13269 0.14095 0.14951 0.15837 0.16754 0.17700 0.18678 0.19686 0.20726 0.21797 0.22899 0.24032 0.25196 0.26392 0.27618 0.28873 0.30159 0.31472 0.32814 0.34182 0.35575 0.36992 0.38432 0.39893 0.41373 0.42873 0.44389 0.45922 0.59171E-07 0.59171E-07 0. 591 71 E -07 0.59171E-07 0.591 71E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.59171E-07 0.591716-07 0.591716-07 0.591716-07 0.591716-07 0.591716-07 0.591716-07 0.591716-07 0.591716-07 0.591716-07 0.59171E-07 0.59171E-07 0.591 71E-07 0.00000 0.00000 0.00000 0.00000 0.00000 Csol<g/g) 0.31236E-08 0.670656-08 0.107556-07 0.152756-07 0.202746-07 0.257606-07 0.317426-07 0.382286-07 0.452276-07 0.527506-07 0.60806E-07 0.694066-07 0.78561E-07 0.882816-07 0.98579E-07 0. 109476-06 0.12095E-06 0.13305E-06 0.145776-06 0.15913E-06 0.173146-06 0.187816-06 0.203156-06 0.219186-06 0.235906-06 0.25332E-06 0.271476-06 0.290346-06 0.309956-06 0.330316-06 0.351436-06 0.373336-06 0.396006-06 0.419476-06 0.443736-06 0.468816-06 0.49470E-06 0.52140E-06 0.54894E-06 0.57730E-06 0.606496-06 0.636516-06 0.667356-06 0.699016-06 0.731476-06 0.76474E-06 0.798786-06 0.83357E-06 0.869106-06 0.90533E-06 0.94223E-06 0.97976E-06 0.10179E-05 0. 105666-05 0. 109586-05 0.11355E-05 0.117576-05 0.121636-05 TUT O04 2182 OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOS O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO oooooooooooooooooooooooooooooooooooooogooog?c ooooooooooooooooooooooooooooooooooooooooooooo (•^tf^y?y!*rfNtwwpyrv)fv>rvi-fr^r^^( HI HI I n HI In In HI HI HI In tn HI HI HI Ol HI HI HI HI HI HI HI HI HI HI O oooooooooooooooo I I I I SSSSSSBSSSSSSSSSSSSSSSSSSSSSU ppppppppppoppppppooppppopopoooopoopopoooop i ui In l/i ui *» *• oooooooooooooooooooooooooooooooooooooooooooo oooooooooooooooooooooooooooooooooooooooooo ^•|Jf'>VOtt£*^4"*4£*OA^^^^' HI HI ffl m HI HI HI ftl ftl ftl ffl HI fn ffl M IHII I I I I >pppopp > * Wl ffl i rn TO TOO I I I I ' ^^rsjMf\jf\irMrorai\>MMNrorofyrorv»MiMrvffMfxjrM«*^*»^-*^- ^^op^^^hjrjroforjrorjrvrorj-*-»-k-»ooo»p»oooc90?^J- i\>mMOMv/i09^rv^i/ii/ii/i^L)rooQoi/tMo>iif>io^i\iolPoo^r ^wui-*Kj^i|^o»pioQWr\jo*p»wu'*i'Oryv''^~jrouip*^^i/i**r «g ^ UI »O *^j p» ^p Q9 UJ wl Q* *O UI Q^ p» ^J O Q «o *O •»* Q>» Op ^J —* v* ftJ OB T^ ^3 C TO TO TO rfl Oi TO TO TO TO TO TO TO TO TO TO Tn TO Tn fn Tn TO TO fn fn TO TO TO TO fff TO r c H CO !'..-< 45 46 47 48 49 SO 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 0.22701E-01 0.23725E-01 0.24773E-01 0.2S845E-01 0.26940E-01 0.28059E-01 0.29199E-01 0.30362E-01 0.31546E-01 0.32750E-01 0.33974E-01 0.35216E-01 0.36477E-01 0.37754E-01 0.39047E-01 0.40354E-01 0.41674E-01 0.43005E-01 0.44347E-01 0.45697E-01 0.47053E-01 0.48414E-01 0.49777E-01 0.51140E-01 0.52502E-01 0.53858E-01 0.55208E-01 0.56547E-01 0.57874E-01 0.59185E-01 0.60476E-01 0.61744E-01 0.62987E-01 0.64199E-01 0.65377E-01 0.66517E-01 0.67614E-01 0.68663E-01 0.69661E-01 0.70602E-01 0.71481E-01 0.72291E-01 0.73029E-01 0.73688E-01 0.74261E-01 0.74742E-01 0.75126E-01 0.754046-01 0.75570E-01 0.75616E-01 0.75535E-01 0.75320E-01 0.74961E-01 0.74450E-01 0.73780E-01 0.72940E-01 1 30.000 Cgas(g/cu.ft) 0.87477E-05 0.18781E-04 0.30117E-04 0.42773E-04 0.56771E-04 0.72131E-04 0.88878E-04 0.10703E-03 0.12663E-03 0.14768E-03 0.17023E-03 0.19429E-03 0.21 WOE -03 0.24710E-03 0.27590E-03 0.30634E-03 0.33846E-03 0.37228E-03 0.40784E-03 0.44517E-03 0.484306-03 0.52527E-03 0.568106-03 0.612836-03 0.659496-03 0.70811E-03 0.75872E-03 0.81135E-03 0.86602E-03 0.922776-03 0.24595E-01 0.25704E-01 0.268406-01 0.28001E-01 0.29188E-01 0.30399E-01 0.31635E-01 0.32895E-01 0.341776-01 0.35482E-01 0.36808E-01 0.38154E-01 0.395206-01 0.40903E-01 0.42304E-01 0.43720E-01 0.45150E-01 0.46593E-01 0.48046E-01 0.49509E-01 0.509786-01 0.524536-01 0.53929E-01 0.554076-01 0.568816-01 0.583516-01 0.598136-01 0.612656-01 0.62702E-01 0.64122E-01 0.65521E-01 0.66895E-01 0.68241E-01 0.69555E-01 0.708316-01 0.720666-01 0.73254E-01 0.74392E-01 0.75473E-01 0.76492E-01 0.77444E-01 0.78322E-01 0.79122E-01 0.79835E-01 0.804566-01 0.809786-01 0.813936-01 0.816946-01 0.81874E-01 0.81924E-01 0.81837E-01 0.81603E-01 0.81214E-01 0.80661E-01 0.79935E-01 0.79025E-01 Cliq(g/cu.ft) 0.94774E-05 0.203486-04 0.32629E-04 0.46342E-04 0.61507E-04 0.78149E-04 0.96292E-04 0.11596E-03 0.13719E-03 0.160006-03 0.184436-03 0.210506-03 0.238256-03 0.267716-03 0.298926-03 0.331906-03 0.36669E-03 0.40334E-03 0.44186E-03 0.48231E-03 0.52470E-03 0.56909E-03 0.61549E-03 0.66396E-03 0.714516-03 0.767196-03 0.822026-03 0.87904E-03 0.938276-03 0.999756-03 0.651416-07 0.680806-07 0.71088E-07 0.74164E-07 0.77307E-07 0.805166-07 0.837896-07 0.871256-07 0.905216-07 0.939776-07 0.974886-07 0.101056-06 0.104676-06 0.10834E-06 0.11205E-06 0.115806-06 0.119586-06 0.123416-06 0.127266-06 0.131136-06 0.135026-06 0.138936-06 0.14284E-06 0.14675E-06 0.15066E-06 0.15455E-06 0.15842E-06 0.162276-06 0.16607E-06 0.16983E-06 0.17354E-06 Q.17718E-06 0.180746-06 0.184226-06 0.187606-06 0.190876-06 0.194026-06 0.197036-06 0.199906-06 0.202606-06 0.20512E-06 0.20744E-06 0.20956E-06 0.21145E-06 0.21309E-06 0.21448E-06 0.21558E-06 0.21637E-06 0.21685E-06 0.21698E-06 0.21675E-06 0.216136-06 0.21510E-06 0.21364E-06 0.21171E-06 0.20930E-06 CsoKg/g) 0.25102E-10 0.53893E-10 0.86421E-10 0.122746-09 0.162916-09 0.206986-09 0.255046-09 0.307146-09 0.363366-09 0.423786-09 0.48847E-09 0.55753E-09 0.63103E-09 0.709066-09 0.791706-09 0.879066-09 0.971226-09 0.106836-08 0.11703E-08 0.127746-08 0. 138976-08 0.15073E-08 0.163026-08 0.17585E-08 0.18924E-08 0.20320E-08 0.21772E-08 0.23282E-08 0.248516-08 0.264796-08 TUT 004 >184 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Ti«e: Cell 1 234 56789 10 11 12 13 14 15 16 0.981616-03 0.104266-02 0.110576-02 0.117096-02 0.123846-02 0.130806-02 0.137996-02 0.145406-02 0.153026-02 0.160886-02 0.168956-02 0.177256-02 0.185776-02 0.194516-02 0.203486-02 0.212666-02 0.22205E-02 0.23166E-02 0.24148E-02 0.251506-02 0.26172E-02 0.27214E-02 0.282756-02 0.29355E-02 0.30452E-02 0.31565E-02 0.32695E-02 0.33840E-02 0.349996-02 0.36170E-02 0.373546-02 0.38547E-02 0.397496-02 0.409596-02 0.421 75E-02 0.43394E-02 0.44616E-02 0.458386-02 0.47058E-02 0.48274E-02 0.49484E-02 0.50684E-02 0.518736-02 0.53048E-02 0.54205E-02 0.553426-02 0.564556-02 0.575416-02 0.58597E-02 O.S9618E-02 0.60601E-02 0.61542E-02 0.62436E-02 0.632796-02 0.64066E-02 0.64792E-02 0.65453E-02 0.66043E-02 0.66556E-02 0.66987E-02 0.67330E-02 0.67579E-02 0.67727E-02 0.67769E-02 0.67696E-02 0.67502E-02 0.67180E-02 0.66723E-02 0.66122E-02 0.65369E-02 I 40.000 Cgas(g/cu.ft) 0.78408E-06 0.16834E-05 0.26994E-05 0.383396-05 0.508856-05 0.646536-05 0.796636-05 0.959376-05 0.113506-04 0.132376-04 0.152586-04 0.174156-04 0.19711E-04 0.221486-04 0.24730E-04 0.274586-04 0.106356-02 0.112966-02 0.11979E-02 0.12686E-02 0.13417E-02 O.U172E-02 O.U950E-02 0.157S2E-02 0. 165796-02 0.174306-02 0.18305E-02 0.192046-02 0.20127E-02 0.210746-02 0.220456-02 0.230406-02 0.24058E-02 0.25099E-02 0.26162E-02 0.27248E-02 0.28356E-02 0.2948SE-02 0.306346-02 0.31804E-02 0.32992E-02 0.341996-02 0.35423E-02 0.366636-02 0.37918E-02 0.39188E-02 0.40470E-02 0.41763E-02 0.43066E-02 0.44376E-02 0.45693E-02 0.47015E-02 0.48338E-02 0.49662E-02 O.S0984E-02 0.52301E-02 0.53612E-02 O.S4913E-02 0.56201E-02 0.57473E-02 0.58727E-02 0.59959E-02 0.61165E-02 0.62342E-02 0.63485E-02 0.64S92E-02 0.65657E-02 0.66676E-02 0.67644E-02 0.68557E-02 0.69410E-02 0.70197E-02 0.70913E-02 0.71552E-02 0.72108E-02 0.72575E-02 0.72947E-02 0.73217E-02 0.73377E-02 0.73422E-02 0.73343E-02 0.73134E-02 0.72785E-02 0.72289E-02 0.71638E-02 0.70823E-02 Cliq(g/cu.ft) 0.84949E-06 0.18238E-05 0.29246E-OS 0.41537E-05 0.55130E-05 0.70047E-05 0.86309E-05 0.10394E-04 0.12297E-04 O.U341E-04 0.16531E-04 0.18868E-04 0.21355E-04 0.23996E-04 0.26793E-04 0.29749E-04 0.28168E-08 0.299176-08 0.31728E-08 0.33601E-08 0.35536E-08 0.37535E-08 0.39596E-08 0.41722E-08 0.4391 1E-08 0.46164E-08 0.484826-08 0.50863E-08 0.53308E-08 0.55817E-08 0.583886-08 0.61023E-08 0.63719E-08 0.66476E-08 0.69293E-08 0.72169E-08 0.75103E-08 0.78093E-08 0.81137E-08 0.84235E-08 0.87382E-08 0.90578E-08 0.93820E-08 0.971 05E-08 0.10043E-07 0.10379E-07 0.10719E-07 0.11061E-07 0.1 14066-07 0.11753E-07 0.12102E-07 0.12452E-07 0.128036-07 0.131536-07 0.135046-07 0.138526-07 0.142006-07 0.145446-07 0.148856-07 0.15222E-07 0.155546-07 0.158816-07 0.162006-07 0.165126-07 0.16815E-07 0.171086-07 0.173906-07 0.176606-07 0.179166-07 0.181586-07 0.183846-07 0.185926-07 0.18782E-07 0.18951E-07 0.190986-07 0.192226-07 0.193216-07 0.19392E-07 0.194356-07 0.194466-07 0.194266-07 0.193706-07 0.192786-07 0.191466-07 0.18974E-07 0.187586-07 CsoKg/g) 0.224996-11 0.483056-11 0.77461E-11 0.110016-10 0.146026-10 0.18553E-10 0.228606-10 0.275306-10 0.325696-10 0.379846-10 0.437836-10 0.499736-10 0.565606-10 0.63554E-10 0.709626-10 0.787936-10 TUT O04 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 1 2 0.30337E-04 0.333686-04 0.36556E-04 0.39902E-04 0.43409E-04 0.47081E-04 0.50920E-04 O.S4930E-04 0.59112E-04 0.634706-04 0.680066-04 0.727236-04 0.776246-04 0.827106-04 0.879846-04 0.934496-04 0.991056-04 0.104956-03 0.111006-03 0.11724E-03 0.123686-03 0.130326-03 0.137166-03 0.144206-03 0.151446-03 0.158876-03 0.166516-03 0.174356-03 0. 182386-03 0.190616-03 0.199036-03 0.207646-03 0.216446-03 0.225436-03 0.234596-03 0.243936-03 0.253446-03 0.263116-03 0.272956-03 0.282936-03 0.293066-03 0.303326-03 0.313706-03 0.324206-03 0.334816-03 0.345516-03 0.356286-03 0.367136-03 0.378026-03 0.388966-03 0.399916-03 0.410866-03 0.421806-03 0.432696-03 0.443546-03 0.454306-03 0.464956-03 0.475486-03 0.485856-03 0.496046-03 0.506026-03 0.515766-03 0.525226-03 0.534376-03 0.543186-03 0.551616-03 0.559636-03 0.567186-03 0. 574246-03 0.580756-03 0.586676-03 0.591966-03 0.596566-03 0.600426-03 0.603506-03 0.605736-03 0.607066-03 0.607436-03 0.606786-03 0.605046-03 0.602156-03 0.598056-03 0.592676-03 0.585926-03 I 50.000 C0as(g/cu.ft) 0.702796-07 0.150896-06 0.328686-04 0.361526-04 0.396056-04 0.432306-04 0.470306-04 0.510096-04 0.551686-04 0.595126-04 0.640436-04 0.687656-04 0.736806-04 0.787906-04 0.841006-04 0.896106-04 0.953246-04 0.101246-03 0.107376-03 0.113716-03 0.120266-03 0.127026-03 0.134006-03 0.141196-03 0.148606-03 0.156236-03 0.164076-03 0.172136-03 0.180406-03 0.188896-03 0.197606-03 0.206516-03 0.215636-03 0.224966-03 0.234506-03 0.244236-03 0.254166-03 0.264286-03 0.274586-03 0.285066-03 0.295726-03 0.306536-03 0.317506-03 0.328626-03 0.339876-03 0.351256-03 0.362746-03 0.374336-03 0.386016-03 0.397766-03 0.409566-03 0.421406-03 0.433276-03 0.445136-03 0.456986-03 0.468796-03 0.480546-03 0.492196-03 0.503746-03 0.515156-03 0.526386-03 0.537426-03 0.548236-03 0.558786-03 0.569036-03 0.578956-03 0.588506-03 0.597636-03 0.606316-03 0.614506-03 0.622146-03 0.629206-03 0.635616-03 0.641346-03 0.646326-03 0.650516-03 0.653846-03 0.656266-03 0.657706-03 0.658106-03 0.657396-03 0.655516-03 0.652396-03 0.647956-03 0.642116-03 0.634806-03 Cliq(g/cu.ft) 0.761426-07 0.163476-06 0.870536-10 0.957526-10 0.104906-09 0.114506-09 0.124566-09 0.135106-09 0.146126-09 0.157626-09 0.169626-09 0.182136-09 0.195156-09 0.208686-09 0.222746-09 0.237346-09 0.252476-09 0.268156-09 0.284396-09 0.301176-09 0.318526-09 0.336436-09 0.354916-09 0.373966-09 0.393596-09 0.413786-09 0.434556-09 0.455906-09 0.477816-09 0.500306-09 0.523356-09 0.546966-09 0.571136-09 0.595846-09 0.621096-09 0.646876-09 0.673176-09 0.699976-09 0.727266-09 0.755026-09 0.783236-09 0.811886-09 0.840946-09 0.870386-09 0.900186-09 0.930326-09 0.960756-09 0.991456-09 0.102246-08 0.105356-08 0.108486-08 0.111616-08 0.114756-08 0.117906-08 0.121046-08 0.124166-08 0.127276-08 0.130366-08 0.133426-08 0. 136446-08 0.139426-08 0.142346-08 0.145206-08 0.148006-08 0.150716-08 0.153346-08 0.155876-08 0.158296-08 0.160596-08 0.162766-08 0.164786-08 0.166656-08 0.168356-08 0.169866-08 0.171186-08 0.172296-08 0.173186-08 0.173826-08 0.174206-08 0.174306-08 0.174126-08 0.173626-08 0.172796-08 0.171616-08 0.170076-08 0.168136-08 CsoKg/g) 0.201676-12 0.432976-12 TUT OO4 2186 34 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 0.24196E-06 0.34364E-06 0.456106-06 0.57950E-06 0.71404E-06 0.85991E-06 0.10173E-05 0.11865E-05 0.13676E-05 0.15609E-05 0.17667E-05 0.19852E-05 0.22166E-05 0.24612E-05 0.27192E-OS 0.29909E-05 0.32766E-05 0.3S765E-05 0.38909E-05 0.42200E-05 0.45641E-05 0.49235E-05 0.52984E-05 0.56890E-05 0.60956E-05 0.651846-05 0.69576E-05 0.74135E-05 0.78863E-05 0.83760E-05 0.88830E-05 0.94074E-05 0.99492E-05 0.10509E-04 0.11086E-04 0.11681E-04 0.12294E-04 0.12925E-04 0.13574E-04 0.14240E-04 0.14925E-04 0.15627E-04 0.16347E-04 0.17085E-04 0.17840E-04 0.18612E-04 0.19400E-04 0.20206E-04 0.21027E-04 0.21864E-04 0.22716E-04 0.23584E-04 0.24465E-04 0.25360E-04 0.26267E-04 0.27187E-04 0.28118E-04 0.29059E-04 0.30010E-04 0.30969E-04 0.31935E-04 0.32907E-04 0.33883E-04 0.34863E-04 0.35845E-04 0.36826E-04 0.37807E-04 0.38783E-04 0.39755E-04 0.40720E-04 0.41675E-04 0.42618E-04 0.435486-04 0.44462E-04 0.45356E-04 0.46229E-04 0.47077E-04 0.47897E-04 0.48687E-04 0.49443E-04 0.50161E-04 0.50838E-04 0.51470E-04 O.S2054E-04 0.52585E-04 0.53058E-04 0.53471E-04 0.53817E-04 0.54093E-04 0.54293E-04 0.26214E-06 0.37231E-06 0.49415E-06 0.62785E-06 0.77361E-06 0.9316SE-06 0.11022E-05 0.12855E-05 0.14817E-05 0.16912E-05 0.19T41E-05 0.21508E-05 0.24015E-05 0.26665E-05 0.29460E-05 0.32404E-05 0.35499E-05 0.38749E-05 0.42155E-05 0.45720E-05 0.49449E-05 0.53342E-05 0.57404E-05 0.61636E-05 0.66041E-05 0.70622E-05 0.75381E-05 0.80320E-05 0.85442E-05 0.90748E-05 0.96241E-05 0.10192E-04 0.10779E-04 0.11385E-04 0.12011E-04 0.12656E-04 0.13320E-04 0.14003E-04 0.14706E-04 0.15428E-04 0.16170E-04 0.16931E-04 0.17711E-04 0.18510E-04 0.19328E-04 0.20164E-04 0.21019E-04 0.21891E-04 0.22781E-04 0.23688E-04 0.24612E-04 0.25551E-04 0.26506E-04 0.27475E-04 0.28459E-04 0.29455E-04 0.30464E-04 0.31483E-04 0.32513E-04 0.33552E-04 0.34599E-04 0.35652E-04 0.3671 OE-04 0.37771E-04 0.38835E-04 0.39899E-04 0.40961E-04 0.42019E-04 0.43072E-04 0.44117E-04 0.45152E-04 0.46174E-04 0.47181E-04 0.48171E-04 0.49140E-04 0.50085E-04 0.51004E-04 0.51893E-04 0.52748E-04 0.53567E-04 0.54345E-04 0.55079E-04 0.55764E-04 0.56396E-04 0.56972E-04 0.57485E-04 0.57932E-04 0.58307E-04 0.58606E-04 0.58822E-04 0.69431E-12 0.98609E-12 0.13088E-11 0.16629E-11 0.204906-11 0.246766-11 0.29192E-11 0.34046E-11 0.39244E-11 0.44792E-11 0.50697E-11 0.56965E-11 0.63605E-11 0.70624E-11 0.78028E-11 0.85825E-11 0.94023E-11 0.10263E-10 0.11165E-10 0.12109E-10 0.13097E-10 0.141286-10 0.152046-10 0.1632SE-10 0.17491E-10 0.18705E-10 0.19965E-10 0.212736-10 0.226306-10 0.240356-10 0.25490E-10 0.26995E-10 0.285506-10 0.30155E-10 0.318126-10 0.335196-10 0.352786-10 0.370886-10 0.38950E-10 0.40863E-10 0.42828E-10 0.44843E-10 0.469096-10 0.490256-10 0.511916-10 0.53407E-10 0.55670E-10 0.57981E-10 0.603386-10 0.627406-10 0.651866-10 0.676746-10 0.702036-10 0.727716-10 0.753756-10 0.780146-10 0.806866-10 0.83387E-10 0.86114E-10 0.88866E-10 0.91638E-10 0.944276-10 0.972296-10 0.100046-09 0.102866-09 0.105676-09 0.108496-09 0.111296-09 0.11408E-09 0.11685E-09 0.11959E-09 0.122306-09 0.124966-09 0.127586-09 0.130156-09 0.132656-09 0.135096-09 0.137446-09 0.139716-09 0.14188E-09 0.14394E-09 0.145886-09 0.147706-09 0.14937E-09 0.15089E-09 0.15225E-09 0.153446-09 0.15443E-09 0.1S522E-09 0.15580E-09 TUT OO4 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 0.54412E-04 0.5444SE-04 0.54387E-04 0.54231E-04 0.53973E-04 0.53605E-04 0.53122E-04 0.52518E-04 I 60.000 Cgas(g/cu.ft) 0.62993E-08 0.13524E-07 0.21687E-07 0.30801E-07 0. 40881 E- 07 0.51942E-07 0.64001E-07 0.77076E-07 0.9118SE-07 0.10635E-06 0.12258E-06 0.13991E-06 0.1S836E-06 0.17794E-06 0.19868E-06 0.22060E-06 0.24373E-06 0.26808E-06 0.29369E-06 0.32057E-06 0.34875E-06 0.37825E-06 0.40909E-06 0.44130E-06 0.47491E-06 0.50992E-06 0.54636E-06 0.58426E-06 0.62363E-06 0.66449E-06 0.70687E-06 0.75077E-06 0.79621E-06 0.84321E-06 0.89178E-06 0.94193E-06 0.99366E-06 0.10470E-05 0.11019E-05 0.11S8SE-05 0.12166E-05 0.12764E-05 0.13378E-OS 0.14007E-05 0.14652E-05 0.15314E-05 0.15990E-05 0.16682E-OS 0.17389E-05 0.18111E-05 0.18847E-05 0.19597E-05 0.20361E-05 0.21139E-05 0.21928E-05 0.22731E-05 0.23544E-05 0.24368E-05 0.25203E-05 0.26047E-OS 0.26899E-05 0.27758E-05 0.28624E-05 0.29495E-05 0.30370E-05 0.31249E-05 0.32128E-05 0.33008E-05 0.33887E-05 0.34763E-05 0.35634E-05 0.36498E-OS 0.37354E-05 0.38200E-OS 0.39033E-05 0.39852E-05 0.40654E-05 0.41436E-05 0.58951E-04 0.58987E-04 0.58924E-04 0.58755E-04 0.58475E-04 0.58077E-04 0.57554E-04 0.56899E-04 CliqCg/cu.ft) 0.68248E-08 0.14653E-07 0.23496E-07 0.33371E-07 0.44292E-07 0.56276E-07 0.69341E-07 0.83506E-07 0.98792E-07 0.11522E-06 0.13281E-06 0.15158E-06 0.17157E-06 0.19278E-06 0.21525E-06 0.23900E-06 0.26406E-06 0.29045E-06 0.31819E-06 0.34731E-06 0.37784E-06 0.40980E-06 0.44322E-06 0.47812E-06 O.S14S2E-06 O.S5246E-06 0.59194E-06 0.63300E-06 0.67566E-06 0.71993E-06 0.76584E-06 0.81340E-06 0.86263E-06 0.91355E-06 0.96617E-06 0.10205E-05 0.10766E-05 0.11343E-05 0.11939E-05 0.12551E-05 0.13181E-05 0.13829E-05 0.14494E-05 0.15176E-05 0.15875E-05 0. 16591 E- 05 0.17324E-05 0.18074E-05 0.18840E-05 0.19622E-05 0.20419E-05 0.21232E-05 0.22060E-05 0.22902E-05 0.23758E-05 0.24627E-05 0.25508E-05 0.26401E-05 0.27305E-05 0.28219E-05 0.29143E-05 0.30074E-05 0.31012E-05 0.31956E-05 0.32904E-05 0.33856E-05 0.34809E-05 0.35762E-05 0.36714E-05 0.37663E-05 0.38606E-05 0.39543E-05 0.464 TOE-05 0.41387E-05 0.42290E-05 0.43177E-05 0.44045E-05 0.44893E-05 0.15614E-09 0.15623E-09 0.15607E-09 0.15562E-09 0.15488E-09 0.15382E-09 0.15244E-09 0.15070E-09 CsoUg/g) 0.18076E-13 0.38809E-13 0.62232E-13 0.88386E-13 0.11731E-12 0.14905E-12 0.18365E-12 0.22117E-12 0.26166E-12 0.30517E-12 0.35175E-12 0.40148E-12 0.45441E-12 0.51060E-12 O.S7011E-12 0.63302E-12 0.69938E-12 0.76927E-12 0.84275E-12 0.91989E-12 0.10007E-11 0.10854E-11 0.11739E-11 0.12663E-11 0.13628E-11 0.14632E-11 0.15678E-11 0.16766E-11 0.17895E-11 0.19068E-11 0.20284E-11 0.21544E-11 0.22848E-11 0.24196E-11 0.25590E-11 0.27029E-11 0.28514E-11 0.30044E-11 0.31621E-11 0.33243E-11 0.34912E-11 0.36627E-11 0.38388E-11 0.40194E-11 0.42046E-11 0.43943E-11 0.45884E-11 0.47870E-11 0.49898E-11 0.51970E-11 0.54082E-11 O.S623SE-11 0.58428E-11 0.60658E-11 0.62925E-11 0.65226E-11 0.67561E-11 0.69926E-11 0.72321E-11 0.74741E-11 0.77186E-11 0.79653E-11 0.82137E-11 0.84637E-11 0.87149E-11 0.89669E-11 0.92194E-11 0.9471 9E-11 0.97240E-11 0.99753E-11 0.10225E-10 0.10473E-10 0.10719E-10 0.10962E-10 0.11201E-10 0.11436E-10 0.11666E-10 0.11890E-10 TUT OO4 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 0.42196E-05 0.42931E-05 0.43639E-05 0.44317E-05 0. 449606-05 0.45567E-05 0.46134E-05 0.46657E-05 0.47133E-05 0.47558E-05 0.47927E-05 0.48238E-05 0.48485E-OS 0.48664E-05 0.48771E-05 0.48801E-05 0.48748E-05 0.48609E-05 0.48377E-05 0.48048E-05 0.47615E-05 0.47073E-05 I 70.000 Cg**(g/cu.ft> 0.56462E-09 0.12122E-08 0.19439E-08 0.27608E-08 0.36643E-08 0.46557E-08 0.57366E-08 0.69085E-08 0.81731E-08 0.95321E-08 0.10987E-07 0.12541E-07 0.14194E-07 0.15949E-07 0.17808E-07 0.19773E-07 0.21846E-07 0.24029E-07 0.26324E-07 0.28733E-07 0.31259E-07 0.33903E-07 0.36668E-07 0.39555E-07 0.42567E-07 0.45705E-07 0.48972E-07 0.52369E-07 0.55898E-07 0.59S60E-07 0.63358E-07 0.67293E-07 0. 713666-07 0.75579E-07 0.79932E-07 0.84427E-07 0.89065E-07 0.93845E-07 0.98770E-07 0.10384E-06 0.10905E-06 0.11441E-06 0.11991E-06 0.12555E-06 0.13133E-06 0.13726E-06 0.14332E-06 0.14953E-06 0.15586E-06 0.16233E-06 0.16893E-06 0.17566E-06 0.18250E-06 0.18947E-06 0.19655E-06 0.20374E-06 0.21103E-06 0.21842E-06 0.22590E-06 0.23346E-06 0.24110E-06 0.24880E-06 0.25656E-06 0.26437E-06 0.45716E-05 0.46513E-05 0.47280E-05 0.480146-05 0.4871 IE-05 0.49369E-05 0.49983E-05 0.50550E-05 0.5106SE-05 0.51525E-05 0.51926E-05 0.52262E-05 0.52530E-05 0.52724E-05 0.52840E-05 0.52872E-05 0.52815E-05 0.52664E-05 0.52413E-05 0.52056E-05 0.51587E-05 0.51000E-05 CHqCg/cu.ft) 0.61172E-09 0.13133E-08 0.21060E-08 0.29911E-08 0.39700E-08 0.50441E-08 0.62152E-08 0.74849E-08 0.88550E-08 0.10327E-07 0.11904E-07 0.13587E-07 0.15378E-07 0.17279E-07 0.19294E-07 0.21422E-07 0.23668E-07 0.26033E-07 0.28520E-07 0.31131E-07 0.33867E-07 0.36732E-07 0.39727E-07 0.42855E-07 0.46118E-07 0.49518E-07 0.53057E-07 0.56737E-07 0.60561E-07 0.64529E-07 0.68644E-07 0.72907E-07 0.77320E-07 0.81884E-07 0. 866006-07 0.91470E-07 0.96495E-07 0.10167E-06 0.10701E-06 0.112506-06 0.11815E-06 0.12395E-06 0.12991E-06 0.13602E-06 0.14229E-06 0.14871E-06 0.15528E-06 0.16200E-06 0.16886E-06 0.17587E-06 0.18302E-06 0.19031E-06 0.19773E-06 0.20528E-06 0.21295E-06 0.22074E-06 0.22864E-06 0.23664E-06 0.24474E-06 0.25294E-06 0.26121E-06 0.26956E-06 0.27797E-06 0.28643E-06 0.12108E-10 0.12319E-10 0.12522E-10 0.12717E-10 0.12902E-10 0.13076E-10 0.13238E-10 0.133886-10 0.13525E-10 0.136476-10 0.13753E-10 0.13842E-10 0.13913E-10 0.13964E-10 0.13995E-10 0.14004E-10 0.13989E-10 0.139496-10 0.13882E-10 0.13787E-10 0.13663E-10 0.13508E-10 CsoUg/g) 0.16202E-14 0.34785E-14 0.55781E-14 0.79222E-14 0.10515E-13 0.13360E-13 0.16461E-13 0.19824E-13 0.23453E-13 0.27353E-13 0.315296-13 0.35986E-13 0.407306-13 0.4S766E-13 0.51101E-13 0.56739E-13 0.62688E-13 0.68952E-13 0.7S538E-13 0.82452E-13 0.89700E-13 0.97287E-13 0.105226-12 0.11351E-12 0.12215E-12 0.13115E-12 O.H053E-12 0.15027E-12 0.160406-12 0.17091E-12 0.181816-12 0.19310E-12 0.20479E-12 0.216886-12 0.22937E-12 0.24227E-12 0.25557E-12 0.26929E-12 0.283426-12 0.29797E-12 0.312936-12 0.328306-12 0.344086-12 0.360276-12 0.37687E-12 0.39387E-12 0.41127E-12 0.42907E-12 0.4472SE-12 0.46582E-12 0.48475E-12 0.504056-12 0.523706-12 0.543696-12 0.564016-12 0.58464E-12 0.605566-12 0.62677E-12 0.64823E-12 0.66993E-12 0.691846-12 0.71395E-12 0.736226-12 0.75863E-12 TUT 004 2189 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0.27222E-06 0.28009E-06 0.28798E-06 0.29586E-06 0.30374E-06 0.31159E-06 0.31939E-06 0.32714E-06 0.33482E-06 0.34240E-06 0.34987E-06 0.35720E-06 0.36439E-06 0.371406-06 0.37821E-06 0.38481E-06 0.39115E-06 0.39722E-06 0.40299E-06 0.40843E-06 0.41351E-06 0.41820E-06 0.42247E-06 0.42627E-06 0.42958E-06 0.43237E-06 0.43458E-06 0.43619E-06 0.43715E-06 0.43741E-06 0.43694E-06 0.43569E-06 0.43362E-06 0.43066E-06 0.42678E-06 0.42193E-06 I 80.000 Cgas(g/cu.ft> 0.50608E-10 0.10865E-09 0.17424E-09 0.24746E-09 0.32844E-09 0.417306-09 0.5U19E-09 0.61923E-09 0.73258E-09 0.85439E-09 0.98482E-09 0.11240E-08 0.12722E-08 0.14295E-08 0.15962E-08 0.17723E-08 0.19581E-08 0.21538E-08 0.23595E-08 0.25755E-08 0.28018E-08 0.30388E-08 0.32867E-08 0.354546-08 0.38154E-08 0.40967E-08 0.43895E-08 0.46939E-08 0.50102E-08 0.53385E-08 0.56790E-08 0.60316E-08 0.63967E-08 0.67743E-08 0.71645E-08 0.75674E-08 0.79831E-08 0. 841166-08 0.88530E-08 0.93073E-08 0.97745E-08 0.10255E-07 0.10748E-07 0.11253E-07 0.11772E-07 0.12303E-07 0.12846E-07 0.13402E-07 0.13970E-07 0.14550E-07 0.29493E-06 0.30346E-06 0.31200E-06 0.32054E-06 0.32908E-06 0.33758E-06 0.34604E-06 0.35443E-06 0.36275E-06 0.37096E-06 0.37905E-06 0.38700E-06 0.39479E-06 0.40238E-06 0.40977E-06 0.41691E-06 0.42378E-06 0.43036E-06 0.43661E-06 0.44250E-06 0.44801E-06 0.45309E-06 0.45771E-06 0.46183E-06 0.46542E-06 0.46844E-06 0.47084E-06 0.47258E-06 0.47361E-06 0.47390E-06 0.47339E-06 0.47204E-06 0.46979E-06 0.46659E-06 0.46239E-06 0.45712E-06 Cliq(g/cu.ft) 0.54830E-10 0.11772E-09 0.18877E-09 0.26810E-09 0.35584E-09 0.45212E-09 0.55708E-09 0.67089E-09 0.79369E-09 0.92566E-09 0. 106706-08 0.12178E-08 0.13784E-08 0.154886-08 0.17293E-08 0.192016-08 0.21215E-08 0.23334E-08 0.25563E-08 0.279036-08 0.303566-08 0.329246-08 0.35608E-08 0.38412E-08 0.413376-08 0.443846-08 0.475576-08 0.50855E-08 0.54282E-08 0.57839E-08 0.61527E-08 0.65348E-08 0.69304E-08 0.73395E-08 0.77622E-08 0.81987E-08 0.864916-08 0.91133E-08 0.959156-08 0.10084E-07 0.105906-07 0.111106-07 0.116446-07 0.12192E-07 0.127546-07 0.13329E-07 0.139186-07 0.145206-07 0.15136E-07 0.157646-07 0.781HE-12 0.80373E-12 0.826366-12 0.848996-12 0.871596-12 0.894116-12 0.916516-12 0.93875E-12 0.96077E-12 0.982526-12 0.10040E-11 0.10250E-11 0.104566-11 0.10657E-11 0.108536-11 0.110426-11 0.112246-11 0.11398E-11 0.115646-11 0.11720E-11 0.118666-11 0.120006-11 0.121236-11 0.122326-11 0.123276-11 0.124076-11 0.124716-11 0.125176-11 0.125446-11 0.125526-11 0.12538E-11 0.12502E-11 0.12443E-11 0.12358E-11 0.122476-11 0.121076-11 Csol<8/g) 0.145226-15 0.31179E-15 0.499976-15 0.710096-15 0.942476-15 0.119756-14 0.147556-14 0.17769E-14 0.210226-14 0.24517E-14 0.282606-14 0.32255E-14 0.36507E-14 0.410216-14 0.458036-14 0.508576-14 0.561886-14 0.61803E-14 0.67707E-14 0.73904E-14 0.804006-14 0.872016-14 0.943126-14 0.101746-13 0.109486-13 0.117566-13 0.125966-13 0.13469E-13 0.14377E-13 0.15319E-13 0.16296E-13 0.173086-13 0.183566-13 0.194396-13 0.20559E-13 0.21715E-13 0.22908E-13 0.241376-13 0.254046-13 0.26708E-13 0.280486-13 0.294266-13 0.308406-13 0.322926-13 0.337806-13 0.353046-13 0.368636-13 0.384586-13 0.400886-13 0.417526-13 TUT OO4 '190 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 1234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 0.15142E-07 0.15744E-07 0.16358E-07 0.16983E-07 0.17617E-07 0.18262E-07 0.18915E-07 0.19578E-07 0.20248E-07 0.20926E-07 0.21610E-07 0.22301E-07 0.22996E-07 0.23696E-07 0.24400E-07 0.25105E-07 0.25812E-07 0.26519E-07 0.27225E-07 0.27928E-07 0.28628E-07 0.29323E-07 0.30010E-07 0.30690E-07 0.31359E-07 0.32017E-07 0.32661E-07 0.33290E-07 0.33900E-07 0.34491E-07 0.35060E-07 0.35604E-07 0.36121E-07 0.36609E-07 0.37064E-07 0.37484E-07 0.37867E-07 0.38208E-07 0.38505E-07 0.38754E-07 0.38953E-07 0.39097E-07 0.39183E-07 0.39206E-07 0.39164E-07 0.39052E-07 0.38866E-07 0.38601E-07 0.38254E-07 0.37818E-07 I 90.000 Cgas(g/cu.ft) 0.45361E-11 0.97390E-11 0.15617E-10 0.22180E-10 0.29439E-10 0.37404E-10 0.46088E-10 0.5S503E-10 0.65663E-10 0.76581E-10 0.88272E-10 0.10075E-09 0.11403E-09 0.12813E-09 0.14307E-09 0.15886E-09 0.17551E-09 0.19305E-09 0.21149E-09 0.23084E-09 0.25114E-09 0.27238E-09 0.29459E-09 0.31779E-09 0.34198E-09 0.36720E-09 0.39344E-09 0.42073E-09 0.44908E-09 0.47851E-09 0.50902E-09 0.54063E-09 0.57336E-09 0.60720E-09 0.64217E-09 0.67829E-09 0.16405E-07 0.17058E-07 0.17723E-07 0.18399E-07 0.19087E-07 0.19785E-07 0.20493E-07 0.21211E-07 0.21937E-07 0.22671E-07 0.23413E-07 0.24161E-07 0.24915E-07 0.25673E-07 0.26435E-07 0.27200E-07 0.27965E-07 0.28731E-07 0.29496E-07 0.30258E-07 0.31016E-07 0.31769E-07 0.32514E-07 0.33250E-07 0.33976E-07 0.34688E-07 0.35386E-07 0.36067E-07 0.36728E-07 0.37368E-07 0.37985E-07 0.38574E-07 0.39134E-07 0.39663E-07 0.40156E-07 0.40611E-07 0.41026E-07 0.41395E-07 0.41717E-07 0.41987E-07 0.42202E-07 0.42358E-07 0.42451E-07 0.42477E-07 0.42432E-07 0.42310E-07 0.42108E-07 0.41822E-07 0.41445E-07 0.40973E-07 Cliq(g/cu.ft) 0.49146E-11 0.10551E-10 0.16920E-10 0.24031E-10 0.3189SE-10 0.40524E-10 0.49933E-10 0.60J33E-10 0.71141E-10 0.82970E-10 0.95636E-10 0.10916E-09 0.12355E-09 0.13882E-09 0.15500E-09 0.17211E-09 0.19015E-09 0.20915E-09 0.22913E-09 0.25010E-09 0.27209E-09 0.29510E-09 0.31917E-09 0.34430E-09 0.37051E-09 0.39783E-09 0.42626E-09 0.45583E-09 0.48654E-09 0.51842E-09 O.S5148E-09 0.58573E-09 0.62119E-09 0.65785E-09 0.69575E-09 0.73487E-09 0.43450E-13 0.45179E-13 0.46941E-13 0.48733E-13 0.50554E-13 0.52403E-13 0.54278E-13 0.56179E-13 0.58102E-13 0.60047E-13 0.62012E-13 0.63993E-13 0.65989E-13 0.67998E-13 0.70016E-13 0.720406-13 0.74069E-13 0.76097E-13 0.78123E-13 0.80141E-13 0.82149E-13 0.84142E-13 0.86116E-13 0.88066E-13 0.89987E-13 0.91874E-13 0.93722E-13 0.95526E-13 0.97278E-13 0.98974E-13 0.10061E-12 0.10217E-12 0.10365E-12 0.10505E-12 0.10636E-12 0.10756E-12 0.10866E-12 0.10964E-12 0.11049E-12 0.11121E-12 0.11178E-12 0.11219E-12 0.11244E-12 0.11250E-12 0.11238E-12 0.11206E-12 0.11153E-12 0.11077E-12 0.10977E-12 0.10852E-12 Cftol<g/g) 0.13017E-16 0.27946E-16 0.44814E-16 0.63647E-16 0.84476E-16 0.10733E-15 0.13225E-15 0.15927E-15 0.18842E-15 0.21975E-15 0.25330E-15 0.28911E-15 0.32722E-15 0.36768E-15 0.41054E-15 0.45584E-15 0.50363E-15 0.55396E-15 0.60687E-15 0.66242E-15 0.72065E-15 0.78160E-15 0.84534E-15 0.91190E-15 0.98133E-15 0.10537E-14 0.11290E-14 0.12073E-14 0.12887E-14 0.13731E-14 0.14607E-14 0.15514E-14 0.16453E-U 0.17424E-U 0.18427E-14 0.19464E-14 TUT 004 2191 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.71555E-09 0.75395E-09 0.79352E-09 0.83424E-09 0.8761 IE-09 0.91914E-09 0.96333E-09 0.10087E-08 0.10551E-08 0.11027E-08 0.11515E-08 0.12013E-08 0.12522E-08 0.13042E-08 0.13572E-08 0.14112E-08 0.14662E-08 0.15222E-08 0.15791E-08 0.16368E-08 0.169S4E-08 0.17548E-08 0.18149E-08 0.18756E-D8 0.19370E-08 0.19989E-08 0.20612E-08 0.21240E-08 0.21870E-08 0.22502E-08 0.23136E-08 0.23770E-08 0.24402E-08 0.25033E-08 0.25660E-08 0.26283E-08 0.26899E-08 0.27508E-08 0.28108E-08 0.28698E-08 0.29275E-08 0.29838E-08 0.30386E-08 0.30915E-08 0.31425E-08 0.31913E-08 0.32376E-08 0.32813E-08 0.33222E-08 0.33598E-08 0.33941E-08 0.34247E-08 0.34513E-08 0.34736E-08 0.34914E-08 0.35043E-08 0.35120E-08 0.35142E-08 0.35104E-08 0.35004E-08 0.34837E-08 0.34599E-08 0.34288E-08 0.33897E-08 0.77524E-09 0.81685E-09 0.8S971E-09 0.90383E-09 0.94920E-09 0.99582E-09 0.10437E-08 0.10928E-08 0.1U32E-08 0.11947E-08 0.12475E-08 0.13015E-08 0.13567E-08 0.14130E-08 0.14704E-08 0.15289E-08 0.15886E-08 0.16492E-08 0.17108E-08 0.17734E-08 0.18369E-08 0.19012E-08 0.19663E-08 0.20321E-08 0.20986E-08 0.21656E-08 0.22332E-08 0.23012E-08 0.23694E-08 0.24380E-08 0.25066E-08 0.2S753E-08 0.26438E-08 0.27121E-08 0.27801E-08 0.28475E-08 0.29U3E-08 0.29803E-08 0.30453E-08 0.31092E-08 0.31717E-08 0.32327E-08 0.32921E-08 0.33494E-08 0.34047E-08 0.34575E-08 0.35077E-08 0.35551E-08 0.35993E-08 0.36401E-08 0.36772E-08 0.37104E-08 0.37392E-08 0.37634E-08 0.37827E-08 0.37967E-08 0.38050E-08 0.38073E-08 0.38032E-08 0.37924E-08 0.37743E-08 0.37486E-08 0.37148E-08 0.36725E-08 0.20533E-14 0.21635E-14 0.22770E-14 0.23939E-U 0.25140E-14 0.26375E-U 0.27643E-14 0.28944E-14 0.30278E-14 0.31643E-14 0.33042E-14 0.34471E-14 0.35932E-14 0.37424E-14 0.38945E-14 0.40495E-14 0.42074E-14 0.43680E-14 0.45313E-14 0.46970E-14 0.48651E-14 0.50354E-14 0.52079E-14 0.53822E-14 0.55583E-14 0.57358E-14 0.59148E-14 0.60948E-14 0.62757E-14 0.64572E-14 0.66390E-14 0.68208E-14 0.70023E-14 0.71833E-14 0.73632E-14 0.75419E-14 0.77188E-14 0.78936E-14 0.80658E-14 0.82349E-14 0.84006E-14 0.85622E-14 0.87193E-14 0.88712E-14 0.90175E-14 0.91575E-14 0.92905E-14 0.94159E-14 0.95330E-14 0.96411E-14 0.97395E-14 0.98272E-14 0.99036E-14 0.99677E-14 0.10019E-13 0.10056E-13 0.10078E-13 0.10084E-13 0.10073E-13 0.10044E-13 0.99965E-14 0.99284E-14 0.98390E-14 0.97270E-14 POLYGON Tine: Cell 1 2 3 4 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 I 100.000 Cgas(g/cu.ft) 0.40659E-12 0.87293E-12 0.13998E-11 0.19881E-11 0.26387E-11 0.33S26E-11 0.41310E-11 0.49749E-11 0.58855E-11 0.68641E-11 0.79120E-11 0.90305E-11 0.10221E-10 0.11485E-10 0.12824E-10 O.U239E-10 0.15731E-10 0.17303E-10 0.18956E-10 0.20691E-10 0.22510E-10 0.24414E-10 Cliq(g/cu.ft) 0.44051E-12 0.94575E-12 0.15166E-11 0.21539E-11 0.28588E-11 0.36323E-11 0.44756E-11 0.53899E-11 0.63765E-11 0.74368E-11 0.85721E-11 0.97839E-11 0.11074E-10 0.12443E-10 0.13893E-10 0.15426E-10 0.17044E-10 0.18747E-10 0.20538E-10 0.22417E-10 0.24388E-10 0.26451E-10 CsoKg/g) 0.11667E-17 0.25049E-17 0.40168E-17 0.57049E-17 0.75718E-17 0.96205E-17 0.11854E-16 0.14276E-16 0.16889E-16 0.19697E-16 0.22704E-16 0.25914E-16 0.29330E-16 0.32956E-16 0.36798E-16 0.40858E-16 0.45142E-16 0.49653E-16 0.54395E-16 0.59374E-16 0.64593E-16 0.70057E-16 TUT 004 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 1 2 3 4 5 6 7 8 0.26405E-10 0.28484E-10 0.30653E-10 0.32913E-10 0.35265E-10 0.37711E-10 0.40252E-10 0.42890E-10 0.45625E-10 0.48458E-10 0.51391E-10 0.54425E-10 0.57560E-10 0.60797E-10 0.64136E-10 0.67579E-10 0.71125E-10 0.74775E-10 0.78528E-10 0.82385E-10 0.86346E-10 0.90409E-10 0.94574E-10 0.98841E-10 0.10321E-09 0.10767E-09 0.11224E-09 0.11690E-09 0.12165E-09 0.12649E-09 0.13142E-09 0.13644E-09 0.14154E-09 0.14671E-09 0.15197E-09 0.15729E-09 0.16267E-09 0.16812E-09 0.17362E-09 0.17916E-09 0.1847SE-09 0.19038E-09 0.19603E-09 0.20169E-09 0.20737E-09 0.21305E-09 0.21872E-09 0.22438E-09 0.23000E-09 0.23558E-09 0.24110E-09 0.24656E-09 0.25194E-09 0.25723E-09 0.26240E-09 0.26745E-09 0.27235E-09 0.27710E-09 0.28167E-09 0.28604E-09 0.29020E-09 0.29411E-09 0.29777E-09 0.301 15E-09 0.30422E-09 0.30696E-09 0.30935E-09 0.31135E-09 0.3129SE-09 0.31410E-09 0.31479E-09 0.31498E-09 0.31465E-09 0.31375E-09 0.31225E-09 0.31012E-09 0.30733E-09 0.30383E-09 I 110.000 Cgas(g/cu.ft) 0.36443E-13 0.78243E-13 0.12547E-12 0.17820E-12 0.23651E-12 0.30050E-12 0.37027E-12 0.44591E-12 0.28608E-10 0.30860E-10 0.33210E-10 0.35658E-10 0.38207E-10 0.40857E-10 0.43610E-10 0.46468E-10 0.49431E-10 0.52501E-10 0.55679E-10 0.58965E-10 0.62362E-10 0.65868E-10 0.69487E-10 0.73216E-10 0.77058E-10 0.81013E-10 0.8S079E-10 0.89258E-10 0.93549E-10 0.97951E-10 0.10246E-09 0.10709E-09 0.11182E-09 0.11666E-09 0.12160E-09 0.12665E-09 0.13180E-09 0.13704E-09 0.14239E-09 0.14782E-09 0.15335E-09 0.15895E-09 0.16464E-09 0.17041E-09 0.17624E-09 0.18214E-09 0.18810E-09 0.19411E-09 0.20017E-09 0.20626E-09 0.21238E-09 0.21852E-09 0.22467E-09 0.23083E-09 0.23697E-09 0.24309E-09 0.24918E-09 0.25523E-09 0.26122E-09 0.26713E-09 0.27296E-09 0.27868E-09 0.28429E-09 0.28976E-09 0.29508E-09 0.30022E-09 0.30517E-09 0.30990E-09 0.31441E-09 0.31865E-09 0.32261E-09 0.32627E-09 0.32960E-09 0.33257E-09 0.33515E-09 0.33733E-09 0.33905E-09 0.34031E-09 0.34105E-09 0.34126E-09 0.34089E-09 0.33992E-09 0.33830E-09 0.33599E-09 0.33297E-09 0.32918E-09 Cliq(g/cu.ft) 0.39484E-13 0.84770E-13 0.13594E-12 0.19306E-12 0.2S624E-12 0.32557E-12 0.40116E-12 0.48311E-12 0.75770E-16 0.81736E-16 0.87959E-16 0.94444E-16 0.10119E-15 0.10821E-15 0.11551E-15 0.12307E-15 0.13092E-15 0.13905E-15 0.14747E-15 0.15617E-15 0.16517E-15 0.17446E-15 0.18404E-15 0.19392E-15 0.20410E-15 0.21457E-15 0.22534E-15 0.23641E-15 0.24777E-15 0.25943E-15 0.27138E-15 0.28363E-15 0.29616E-15 0.30898E-15 0.32207E-1S 0.33544E-15 0.34907E-15 0.36297E-15 0.37712E-15 0.39152E-15 0.40615E-15 0.42100E-15 0.43607E-15 0.45134E-T5 0.46679E-15 0.48242E-15 0.49820E-15 0.51412E-15 0.53016E-15 0.54629E-15 0.56250E-15 0.57877E-15 0.59507E-15 0.61136E-15 0.62764E-15 0.64385E-15 0.65999E-15 0.67600E-15 0.69186E-15 0.70752E-15 0.72296E-15 0.73812E-15 0.75297E-15 0.76745E-15 0.78153E-15 0.79515E-15 0.80826E-15 0.82081E-15 0.83273E-15 0.84397E-15 0.85447E-15 0.86416E-15 0.87297E-15 0.88084E-15 0.88768E-15 0.89343E-15 0.89801E-15 0.90133E-15 0.90331E-15 0.90386E-15 0.90289E-15 0.90031E-15 0.89601E-15 0.88991E-15 0.88189E-15 0.87186E-15 Csol(g/g) 0.10458E-18 0.22452E-18 0.36004E-18 0.51134E-18 0.67868E-18 0.86231E-18 0.10625E-17 0.12796E-17 TUT 004 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 0.52753E-12 0.61525E-12 0.70918E-12 0.80943E-12 0.91614E-12 0.10294E-11 0.11494E-11 0.12762E-11 0.14100E-11 0.15509E-11 0.16991E-11 0.18546E-11 0.20176E-11 0.21883E-11 0.23667E-11 0.25531E-11 0.27475E-11 0. 295006-11 0.31609E-11 0.33801E-11 0.36079E-11 0.38443E-11 0.40895E-11 0.43434E-11 0.46063E-11 0.48782E-11 0.51592E-11 0.54494E-11 0.57487E-11 0.60573E-11 0.63751E-11 0.67022E-11 0.70387E-11 0.73844E-11 0.77394E-11 0.81036E-11 0.84769E-11 0.88594E-11 0.92508E-11 0.96511E-11 0.10060E-10 0.10478E-10 0.10904E-10 0.11338E-10 0.11780E-10 0.12229E-10 0.12686E-10 0.13150E-10 0.13621E-10 0.14098E-10 0.14581E-10 0.15069E-10 0.15562E-10 0.16059E-10 0.16560E-10 0.17064E-10 0.17570E-10 0.18078E-10 0.18S87E-10 0.19096E-10 0.19605E-10 0.20111E-10 0.20615E-10 0.21115E-10 0.21611E-10 0.22100E-10 0.22582E-10 0.23056E-10 0.23520E-10 0.23972E-10 0.24412E-10 0.24837E-10 0.25247E-10 0.25639E-10 0.26011E-10 0.26362E-10 0.26690E-10 0.26993E-10 0.27268E-10 0.27514E-10 0.27728E-10 0.27907E-10 0.28050E-10 0.28154E-10 0.28216E-10 0.28233E-10 0.28203E-10 0.28122E-10 0.27988E-10 0.27797E-10 0.57154E-12 0.66658E-12 0.76834E-12 0.87696E-12 0.99257E-12 0.11153E-11 0.12453E-11 0.13827E-11 0.15277E-11 0.16803E-11 0.18408E-11 0.20093E-11 0.21859E-11 0.23709E-11 0.2S642E-11 0.27661E-11 0.29767E-11 0.31961E-11 0.34246E-11 0.36621E-11 0.39089E-11 0.41650E-11 0.44306E-11 0.47058E-11 0.49906E-11 0.52852E-11 0.55896E-11 0.5904 OE- 11 0.62283E-11 0.65626E-11 0.69069E-11 0.72614E-11 0.76259E-11 0.80004E-11 0.83850E-11 0.87796E-11 0.91841E-11 0.95985E-11 0.10023E-10 0.10456E-10 0.10899E-10 0.11352E-10 0.11813E-10 0.12284E-10 0.12762E-10 0.13250E-10 0.13745E-10 0.14247E-10 0.14757E-10 0.15274E-10 0.15797E-10 0.16326E-10 0.16860E-10 0.17399E-10 0.17941E-10 0.18487E-10 0.19036E-10 0.19587E-10 0.20138E-10 0.20690E-10 0.21240E-10 0.21789E-10 0.22335E-10 0.22877E-10 0.234 HE-10 0.23944E-10 0.24466E-10 0.24979E-10 0.25482E-10 0.25972E-10 0.26448E-10 0.26909E-10 0.27353E-10 0.27778E-10 0.28181E-10 0.28561E-10 0.28917E-10 0.29245E-10 0.29543E-10 0.29809E-10 0.30041E-10 0.30235E-10 0.30390E-10 0.30502E-10 0.30569E-10 0.30588E-10 0.30555E-10 0.30468E-10 0.30323E-10 0.30116E-10 0.15138E-17 0.17655E-17 0.20350E-17 0.23227E-17 0.26289E-17 0.29540E-17 0.32983E-17 0.36622E-17 0.40462E-17 0.44505E-17 0.487S6E-17 0.53219E-17 0.57897E-17 0.62794E-17 0.67915E-17 0.73262E-17 0.78840E-17 0.84653E-17 0.90703E-17 0.96994E-17 0.10353E-16 0.11031E-16 0.11735E-16 0.12464E-16 0.13218E-16 0.13998E-16 0.14805E-16 0.15637E-16 0.16496E-16 0.17382E-16 0.18294E-16 0.19232E-16 0.20198E-16 0.21190E-16 0.22208E-16 0.23254E-16 0.24325E-16 0.25422E-16 0.26546E-16 0.27694E-16 0.28868E-16 0.30066E-16 0.31288E-16 0.32534E-16 0.33802E-16 0.35093E-16 0.36404E-16 0.37736E-16 0.39086E-16 0.40455E-16 0.41840E-16 0.43240E-16 0.44655E-16 0.46082E-16 0.47519E-16 0.48966E-16 0.50419E-16 0.51877E-16 0.53337E-16 0.54798E-16 0.56257E-16 0.57710E-16 0.59156E-16 0.60591E-16 0.62013E-16 0.63417E-16 0.64800E-16 0.66159E-16 0.67490E-16 0.68789E-16 0.70051E-16 0.71272E-16 0.72447E-16 0.73571E-16 0.74640E-16 0.75647E-16 0.76588E-16 0.77457E-16 0.78247E-16 0.78952E-16 0.79565E-16 0.80081E-16 0.80491E-16 0.80788E-16 0.80966E-16 0.81015E-16 0.80928E-16 0.80697E-16 0.80312E-16 0.79765E-16 TUT 004 2194 99 100 POLYGON TJPC: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13K 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 0.27547E-10 0.27233E-10 I 120.000 Cgas(g/cu.ft) 0.32665E-14 0.70131E-14 0.11246E-13 0.15972E-13 0.21199E-13 0.26935E-13 0.33188E-13 0.39968E-13 0.47284E-13 0.55146E-13 0.63565E-13 0.72551E-13 0.82116E-13 0.92270E-13 0.10302E-12 0.11439E-12 0.12639E-12 0.13902E-12 0.15229E-12 0.16623E-12 0.18085E-12 0.19614E-12 0.21214E-12 0.22884E-12 0.24626E-12 0.26442E-12 0.28332E-12 0.30297E-12 0.32339E-12 0.34458E-12 0.36655E-12 0.38931E-12 0.41288E-12 0.43725E-12 0.46243E-12 0.48844E-12 0.51527E-12 0.54293E-12 0.57142E-12 0.60074E-12 0.63089E-12 0.66188E-12 0.69370E-12 0.72634E-12 0.75981E-12 0.79409E-12 0.8291 7E-12 0.86505E-12 0.90171E-12 0.93914E-12 0.97732E-12 0.10162E-11 0.10558E-11 0.10961E-11 0.11371E-11 0.11787E-11 0.12209E-11 0.12636E-11 0.13069E-11 0.13507E-11 0.13948E-11 0.14394E-11 0.14843E-11 0.15295E-11 0.15749E-11 0.16204E-11 0.166606-11 0.17117E-11 0.17572E-11 0.18026E-11 0.18478E-11 0.18926E-11 0.19370E-11 0.19809E-11 0.20241E-11 0.20665E-11 0.21081E-11 0.21487E-11 0.21881E-11 0.22262E-11 0.22629E-11 0.22981E-11 0.23314E-11 0.23629E-11 0.2984SE-10 0.29505E-10 Clig<g/cu.ft) 0.3S390E-14 0.75981E-14 0.12184E-13 0.17305E-13 0.22968E-13 0.29182E-13 0.35957E-13 0.43302E-13 0.51229E-13 0.59747E-13 0.68868E-13 0.78604E-13 0.889666-13 0.99967E-13 0.11162E-12 0.12394E-12 0.13693E-12 0.15061E-12 0. 165006-12 0.18010E-12 0.19593E-12 0.21251E-12 0.229836-12 0.24793E-12 0.26681E-12 0.28648E-12 0.30695E-12 0.32825E-12 0.35036E-12 0.37332E-12 0.39713E-12 0.42179E-12 O.U732E-12 0.47373E-12 0.50101E-12 0.52919E-12 0.55825E-12 0.58822E-12 0.619096-12 0.65085E-12 0.68353E-12 0.71710E-12 0.75157E-12 0.78694E-12 0.82320E-12 0.86033E-12 0.89835E-12 0.93722E-12 0.97694E-12 0.10175E-11 0.105896-11 0. 110106-11 0.11439E-11 0. 118766-11 0.123206-11 0.12770E-11 0.13227E-11 0.13691E-11 0.14159E-11 0.14633E-11 0.15112E-11 0.15595E-11 0.160816-11 0.16571E-11 0.17063E-11 0.17556E-11 0.180506-11 0.185456-11 0.190386-11 0.19530E-11 0.20019E-11 0.20505E-11 0.20986E-11 0. 214616-11 0.219306-11 0.22389E-11 0.22840E-11 0.23279E-11 0.237066-11 0.241196-11 0.24517E-11 0.24898E-11 0.25259E-11 0.256006-11 0.79046E-16 0.78147E-16 CsoUg/g) 0.93734E-20 0.20124E-19 0.32271E-19 0.45833E-19 0.608326-19 0.77291E-19 0.95235E-19 0.11469E-18 0.13568E-18 0.15825E-18 0.182406-18 0.20819E-18 0.23563E-18 0.26477E-18 0.29563E-18 0. 328256-18 0.36267E-18 0.39891E-18 0.437016-18 0.477016-18 0.51894E-18 0.56284E-18 0.60874E-18 0.65667E-18 0.70667E-18 0.75876E-18 0.81299E-18 0.86939E-18 0.92797E-18 0.98877E-18 0.10518E-17 0.11171E-17 0.11848E-17 0.12547E-17 0.13270E-17 0.14016E-17 0.14786E-17 0.15580E-17 0.16397E-17 0.17238E-17 0.181046-17 0.189936-17 0.199066-17 0.20843E-17 0.21803E-17 0.22787E-17 0.23793E-17 0.24823E-17 0.25875E-17 0.26949E-17 0.280456-17 0.29161E-17 0.302986-17 0.314546-17 0.32630E-17 0.33823E-17 0.35034E-17 0.362616-17 0.37502E-17 0.38758E-17 0.400256-17 0.413046-17 0.42593E-17 0.43889E-17 0.45192E-17 0.46498E-17 0.478086-17 0.49117E-17 0.50424E-17 0.51727E-17 0.53023E-17 0.54310E-17 0.55584E-17 0.56842E-17 0.580826-17 0.59300E-17 P.60493E-17 0.61657E-17 0.62788E-17 0.63882E-17 0.64936E-17 0.65944E-17 0.66902E-17 0.67805E-17 TUT 004 2195 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 S3 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 0.23923E-11 0.24194E-11 0.24441E-11 0.24661E-11 0.248S3E-11 0.25014E-11 0.2S142E-11 0.25235E-11 0.25290E-11 0.25306E-11 0.25279E-11 0.25206E-11 0.25086E-11 0.24915E-11 0.24691E-11 0.24410E-11 I 130.000 Cgas(g/cu.ft) 0.29279E-15 0.62860E-15 0.10080E-14 0.14316E-14 0.19001E-14 0.24142E-14 0.29747E-14 0.35824E-14 0.42382E-14 0.49429E-14 0.5697SE-14 0.65030E-14 0.73602E-14 0.82704E-14 0.92344E-14 0.10253E-13 0.11328E-13 0.12460E-13 0.13650E-13 0.14900E-13 0.16210E-13 0.17581E-13 0.19014E-13 0.20512E-13 0.22073E-13 0.23701E-13 0.25395E-13 0.271 56E-13 0.28986E-13 0.30885E-13 0.32855E-13 0.34895E-13 0.37007E-13 0.39192E-13 0.4U49E-13 0.43780E-13 0.46185E-13 0.48664E-13 0.51218E-13 0.53846E-13 0.56549E-13 0.59326E-13 0.62178E-13 0.65104E-13 0.68104E-13 0.71176E-13 0.74321E-13 0.77537E-13 0.80823E-13 0.84178E-13 0.87600E-13 0.91087E-13 0.94638E-13 0.98251E-13 0.10192E-12 0.10565E-12 0.10943E-12 0.11326E-12 0.11714E-12 0.12106E-12 0.12502E-12 0.12902E-12 0.13304E-12 0.13709E-12 0.14116E-12 0.14524E-12 0.14933E-12 0.15342E-12 0.15750E-12 0.16157E-12 0.25919E-11 0.26213E-11 0.26480E-11 0.26719E-11 0.26926E-11 0.27101E-11 0.27239E-11 0.27340E-11 0.27400E-11 0.27417E-11 0.27387E-11 0.27309E-11 0.27179E-11 0.26994E-11 0.26751E-11 0.26446E-11 CliqCg/cu.ft) 0.31721E-15 0.68104E-15 0.10921E-14 0.15511E-14 0.205866-14 0.26157E-14 0.32229E-14 0.38813E-14 0.45918E-14 0.53553E-14 0.61728E-14 0.70455E-14 0.79743E-14 0.89603E-14 0.10005E-13 0.11109E-13 0.12273E-13 0.13500E-13 0.14789E-13 0.16143E-13 0.17562E-13 0.19047E-13 0.20601E-13 0.22223E-13 0.23915E-13 0.25678E-13 0.27513E-13 0.29421E-13 0.31404E-13 0.33462E-13 0.35596E-13 0.37806E-13 0.40095E-13 0.42461E-13 0.44907E-13 0.47432E-13 0.50038E-13 0.52724E-13 0.55490E-13 0.58338E-13 0.61266E-13 0.64275E-13 0.67365E-13 0.70535E-13 0.73785E-13 0.771 14E-13 0.80521E-13 0.84005E-13 0.87565E-13 0.912006-13 0.94907E-13 0.98686E-13 0.10253E-12 0.10645E-12 0.11042E-12 0.11446E-12 0.11856E-12 0.12271E-12 0.12691E-12 0.13116E-12 0.13545E-12 0.13978E-12 0.14414E-12 0.14853E-12 0.15294E-12 0.15736E-12 0.16179E-12 0.16622E-12 0.17064E-12 0.17505E-12 0.686486-17 0.69427E-17 0.70135E-17 0.70766E-17 0.713166-17 0.717786-17 0.721466-17 0.72413E-17 0.72572E-17 0.726166-17 0.725386-17 0.723316-17 0.719866-17 0.714956-17 0.708516-17 0.700456-17 Csol<g/8) 0.840166-21 0.18038E-20 0.28925E-20 0.41081E-20 0.545256-20 0.692786-20 0.853626-20 0.102806-19 0.121626-19 0.141846-19 0.163496-19 0.186616-19 0.211216-19 0.237326-19 0.26498E-19 0.294226-19 0.32507E-19 0.357556-19 0.391716-19 0.427566-19 0.465146-19 0.504496-19 0.545636-19 0.58859E-19 0.633406-19 0.680106-19 0.728716-19 0.779256-19 0.831766-19 0.88626E-19 0.94278E-19 0.100136-18 0.106196-18 0.112466-18 0.118946-18 0.125636-18 0.132536-18 0.139646-18 0.14697E-18 0.15451E-18 0.162276-18 0.170246-18 0.178426-18 0.186826-18 0.195436-18 0.204246-18 0.21327E-18 0.222506-18 0.231926-18 0.241556-18 0.251376-18 0.261386-18 0.271576-18 0.28193E-18 0.29247E-18 0.30317E-18 0.31402E-18 0.32501E-18 0.336146-18 0.347396-18 0.358766-18 0.370226-18 0.381776-18 0.393396-18 0.405066-18 0.416786-18 0.428516-18 0.440256-18 0.451976-18 0.46364E-18 TUT 004 2196 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 0.16562E-12 0.16964E-12 0.17362E-12 0.17755E-12 0.18142E-12 0.18523E-12 0.18896E-12 0.19259E-12 0.19612E-12 0.19954E-12 0.20283E-12 0.20598E-12 0.20897E-12 0.21179E-12 0.21443E-12 0.21686E-12 0.21907E-12 0.22105E-12 0.22276E-12 0.22421E-12 0.22535E-12 0.22619E-12 0.22668E-12 0.22682E-12 0.22658E-12 0.22593E-12 0.22485E-12 0.22332E-12 0.22131E-12 0.21879E-12 I 140.000 Cgas(g/cu.ft) 0.26243E-16 0.56343E-16 0.90350E-16 0.12832E-15 0.17031E-15 0.21640E-15 0.26663E-15 0.32110E-15 0.37988E-15 0.44305E-15 0.51068E-15 O.S8288E-15 0.65972E-15 0.74129E-15 0.82770E-15 0.91903E-15 0.10154E-14 0.11168E-14 0.12235E-H 0.13355E-14 0.14529E-14 0.15758E-14 0.17043E-14 0.18385E-14 0.19785E-14 0.21243E-14 0.22762E-14 0.24341E-14 0.25981E-14 0.27683E-14 0.29448E-14 0.31277E-14 0.33171E-14 0.35129E-14 0.37152E-14 0.39241E-14 0.41397E-14 0.43619E-14 0.45908E-14 0.48263E-14 0.50686E-14 0.53176E-14 0.55732E-14 0.58354E-14 0.61043E-14 0.63797E-14 0.66616E-14 0.69498E-14 0.72444E-14 0.75451E-14 0.78518E-14 0.81644E-14 0.84827E-14 0.88065E-14 0.91355E-14 0.94697E-14 0.17944E-12 0.18379E-12 0.18810E-12 0.19236E-12 0.19656E-12 0. 200686-12 0.20472E-12 0.20866E-12 0.21249E-12 0.21619E-12 0.21975E-12 0.22316E-12 0.22641E-12 0.22946E-12 0.23232E-12 0.23495E-12 0.23735E-12 0.23949E-12 0.24135E-12 0.24291E-12 0.24415E-12 0.24506E-12 0.24559E-12 0.24574E-12 0.24548E-12 0.24478E-12 0.24361E-12 0.24195E-12 0.23977E-12 0.23704E-12 Cliq(g/cu.ft) 0.28432E-16 0.61044E-16 0.97888E-16 0.13903E-15 0.18452E-15 0.23445E-15 0.28888E-15 0.34789E-15 0.41157E-15 0.48001E-15 0.55329E-15 0.63150E-15 0.71475E-15 0.80314E-15 0.89675E-15 0.99570E-15 0.11001E-14 0.12100E-14 0.13256E-U 0.14469E-14 0.15741E-14 0.17073E-14 0.18465E-14 0.19919E-14 0.21435E-14 0.23016E-14 0.24661E-14 0.26371E-14 0.28148E-14 0.29993E-14 0.31905E-14 0.33887E-14 0.35938E-14 0.38059E-14 0.40251E-14 0.42515E-14 0.44850E-14 0.47258E-14 0.49737E-14 0.52290E-14 0.54914E-14 0.57612E-14 0.60381E-14 0.63223E-14 0.66135E-14 0.69119E-14 0.72173E-14 0.75296E-14 0.78487E-14 0.81745E-14 0.85068E-14 0.88455E-14 0.91903E-14 0.95411E-14 0.98977E-14 0.10260E-13 0.47526E-18 0.48679E-18 0.49821E-18. 0.50949E-18 0.52061E-18 0.53152E-18 0.54222E-18 0.55265E-18 0.56279E-18 0.57259E-18 0.58204E-18 0.59107E-18 0.59966E-18 0.60775E-18 0.61531E-18 0.62229E-18 0.62863E-18 0.634306-18 0.63923E-18 D.64337E-18 0.64666E-18 0.64905E-18 0.65048E-18 0.65088E-18 0.65018E-18 0.64832E-18 0.64523E-1& 0.64083E-18 0.63506E-18 0.62783E-18 CsolCg/g) 0.75306E-22 0.16168E-21 0.25926E-21 0.36822E-21 0.48872E-21 0.62095E-21 0.76512E-21 0.92142E-21 0.10901E-20 0.12713E-20 0.14654E-20 0.16726E-20 0.18931E-20 0.21272E-20 0.23751E-20 0.26372E-20 0.29137E-20 0.32048E-20 0.35110E-20 0.38323E-20 0.41692E-20 0.45218E-20 0.48906E-20 0.52757E-20 0.56773E-20 0.60959E-20 0.65316E-20 0.69846E-20 0.74553E-20 0.79438E-20 0.84504E-20 0.89752E-20 0.95184E-20 0.10080E-19 0.10661E-19 0,11260E-19 0.11879E-19 0.12517E-19 0.13173E-19 0.13849E-19 0.14545E-19 0.15259E-19 0.15992E-19 0.1674SE-19 0.17517E-19 0.18307E-19 0.19116E-19 0.19943E-19 0.20788E-19 0.21651E-19 0.22531E-19 0.23428E-19 0.24341E-19 0.25270E-19 0.26215E-19 0.27174E-19 TUT OO4 2197 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 0.98086E-14 0.10152E-13 0.10500E-13 0.10851E-13 0.11206E-13 0.11564E-13 0.11925E-13 0.12288E-13 0.12653E-13 0.13018E-13 0.13385E-13 0.13752E-13 0.14118E-13 0.14482E-13 0.14845E-13 0.15205E-13 0.15562E-13 0.15914E-13 0.16262E-13 0.16603E-13 0.16937E-13 0.17262E-13 0.17579E-13 0.17885E-13 0.18180E-13 0.18463E-13 0.18731E-13 0.18984E-13 0. 192206-13 0.19438E-13 0.19636E-13 0.19813E-13 0.19967E-13 0.20096E-13 0.20199E-13 0.20274E-13 0.20318E-13 0.20331E-13 0.20309E-13 0.20251E-13 0.20154E-13 0.20017E-13 0.19837E-13 0.19611E-13 I 150.000 Cgas(g/cu.ft) 0.23522E-17 0.50502E-17 0.80983E-17 0.11502E-16 0.15266E-16 0.19396E-16 0.23899E-16 0.28781E-16 0.34050E-16 0.39711E-16 0.45774E-16 0.52245E-16 0.59132E-16 0.66444E-16 0.74189E-16 0.82375E-16 0.91011E-16 0.10011E-15 0.10967E-15 0.11971E-15 0.13023E-15 0.14124E-15 0.15276E-15 0.16479E-15 0.17734E-15 0.19041E-15 0.20402E-15 0.21817E-15 0.23287E-15 0.24813E-15 0.26395E-15 0.28035E-15 0.29732E-15 0.31487E-15 0.33300E-15 0.35173E-15 0.37105E-15 0.39097E-15 0.41148E-15 0.43260E-15 0.45431E-15 0.47663E-15 0.10627E-13 0.10999E-13 0.11376E-13 0.11756E-13 0.12141E-13 0.12529E-13 0.12920E-13 0.13313E-13 0. 137086-13 0.14104E-13 0.14502E-13 0.14899E-13 0.15295E-13 0.15690E-13 0.16084E-13 0.16474E-13 0.16860E-13 0.17242E-13 0.17618E-13 0.17988E-13 0.18349E-13 0.18703E-13 0.19046E-13 0.19378E-13 0.19697E-13 0.20003E-13 0.20293E-13 0.20567E-13 0.20823E-13 0.21059E-13 0.21274E-13 0.21466E-13 0.21633E-13 0.21773E-13 0.21884E-13 0.21965E-13 0.22013E-13 0.22027E-13 0.22003E-13 0.21940E-13 0.21836E-13 0.21687E-13 0.21491E-13 0.21247E-13 Cliq(g/cu.ft> 0.25485E-17 0.54715E-17 0.87739E-17 0.12461E-16 0.16539E-16 0.21014E-16 0.25893E-16 0.31182E-16 0.36890E-16 0.43024E-16 0.49592E-16 0.56603E-16 0.64065E-16 0.71987E-16 0.80378E-16 0.89247E-16 0.98604E-16 0.10846E-15 0.11882E-15 0.129696-15 0.14109E-15 0.15303E-15 0.16551E-15 0.17854E-15 0.19213E-15 0.20630E-15 0.22104E-15 0.23637E-15 0.2S230E-15 0.26883E-15 0.28597E-15 0.30373E-15 0.32212E-15 0.34113E-15 0.36078E-15 0.38107E-15 0.40200E-15 0.42358E-15 0.44581E-15 0.46869E-15 0.49221E-15 0.51639E-15 0.28146E-19 0.29132E-19 0.30129E-19 0.31138E-19 0.32156E-19 0.33184E-19 0.34219E-19 0.35260E-19 0.36307E-19 0.37357E-19 0.38409E-19 0.39461E-19 0.40511E-19 0.41558E-19 0.42599E-19 0.43632E-19 0.44656E-19 0.45667E-19 0.46663E-19 0.47642E-19 0.48600E-19 0.49535E-19 0.50444E-19 0.51323E-19 0.52169E-19 0.52979E-19 0.53749E-19 0.54474E-19 0.55152E-19 0.55777E-19 0.56346E-19 0.56854E-19 0.57296E-19 0.57667E-19 0.57962E-19 0.58176E-19 0.58304E-19 0.58340E-19 0.58277E-19 0.58110E-19 0.57833E-19 0.57439E-19 0.56922E-19 0.56274E-19 CsoUg/g) 0.67498E-23 0.14492E-22 0.23238E-22 0.33005E-22 0.43805E-22 0.55658E-22 0.68579E-22 0.82589E-22 0.97707E-22 0.11395E-21 0.13135E-21 0.14992E-21 0.16968E-21 0.19066E-21 0.21289E-21 0.23638E-21 0.261 16E-21 0.28726E-21 0.31470E-21 0.34350E-21 0.37369E-21 0.40530E-21 0.43836E-21 0.47287E-21 0.50887E-21 0.54639E-21 0.58544E-21 0.62605E-21 0.66824E-21 0.71202E-21 0.75743E-21 0.80447E-21 0.85316E-21 0.90352E-21 0.95556E-21 0.10093E-20 0.10647E-20 0.11219E-20 0.11808E-20 0.12414E-20 0.13037E-20 0.13677E-20 TUT 004 2198 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 0.49954E-15 0.52305E-15 0.54714E-15 0.57183E-15 0.59709E-15 0.62293E-15 0.64933E-15 0.67628E-15 0.70377E-15 0.73179E-15 0.76032E-15 0.78935E-15 0.81884E-15 0.84879E-15 0.87917E-15 0.90995E-15 0.94111E-15 0.97261E-15 0.10044E-14 0.10365E-14 0.10689E-14 0.11014E-U 0.11341E-14 0.11669E-14 0.11997E-14 0.12326E-14 0.12654E-14 0.12981E-14 0.13306E-14 0.13629E-14 0.13949E-14 0.14264E-14 0.14576E-14 0.14881E-14 0.15181E-14 0.15473E-14 0.15757E-14 0.16031E-14 0.16296E-14 0.16548E-14 0.16789E-14 0.17016E-14 0.17227E-14 0.17422E-14 0.17600E-14 0.17759E-14 0.17897E-14 0.18013E-14 0.18105E-14 0.18172E-14 0.18212E-14 0.18223E-14 0.18203E-14 0.18151E-14 0.18065E-14 0.17942E-14 0.17780E-14 0.17578E-14 I 160.000 C9as(g/cu.ft) 0.21084E-18 0.45266E-18 0.72587E-18 0.10309E-17 0.13683E-17 0.17385E-17 0.21421E-17 0.25797E-17 0.30520E-17 0.35594E-17 0.41028E-17 0.46828E-17 0.53002E-17 0.59556E-17 0.66497E-17 0.73835E-17 0.81576E-17 0.89727E-17 0.98298E-17 0.10730E-16 0.11673E-16 0.12660E-16 0.13692E-16 0.14771E-16 0.15895E-16 0.17067E-16 0.18287E-16 0.19555E-16 0.54121E-15 0.56668E-15 0.59279E-15 0.61953E-15 0.64691E-15 0.67490E-15 0.70350E-15 0.73270E-15 0.76249E-15 0.79284E-15 0.82375E-15 0.85520E-15 0.88715E-15 0.91960E-15 0.95251E-15 0.98586E-15 0.10196E-14 0.10538E-14 0.10882E-14 0.11230E-14 0.11580E-14 0.11933E-14 0.12287E-14 0.12642E-14 0.12998E-14 0.13354E-14 0.13710E-14 0.14064E-14 0.14416E-14 0.14766E-14 0.15112E-14 0.15454E-14 0.15792E-14 0.16123E-14 0.16447E-14 0.16764E-14 0.17071E-14 0.17369E-14 0.17655E-14 0.17929E-14 0.18189E-14 0.18435E-14 0.18664E-14 0.18876E-14 0.19068E-14 0.19240E-14 0.19390E-14 0.19515E-14 0.19615E-14 0.19688E-14 0.19731E-14 0.19743E-14 0.19722E-14 0.19666E-14 0.19572E-14 0.19438E-14 0.19263E-14 0.19044E-14 CliqCg/cu.ft) 0.22843E-18 0.49042E-18 0.78643E-18 0.11169E-17 0.14824E-17 0.18836E-17 0.23208E-17 0.27950E-17 0.33066E-17 0.38564E-17 0.44451E-17 0.50735E-17 0.57423E-17 0.64524E-17 0.72045E-17 0.79994E-17 0.88381E-17 0.97213E-17 0.10650E-16 0.11625E-16 0.12646E-16 0.13716E-16 0.14835E-16 0.16003E-16 0.17221E-16 0.18491E-16 0.19812E-16 0.21187E-16 0.14334E-20 0.15009E-20 0.15701E-20 0.16409E-20 0.171 34E-20 0.17875E-20 0.18633E-20 0.19406E-20 0.20195E-20 0.20999E-20 0.21818E-20 0.22651E-20 0.23497E-20 0.24356E-20 0.25228E-20 0.261 11E-20 0.27006E-20 0.27910E-20 0.28823E-20 0.29743E-20 0.30671E-20 0.31605E-20 0.32543E-20 0.33484E-20 0.34427E-20 0.35369E-20 0.36311E-20 0.37249E-20 0.38182E-20 0.391 09E-20 0.40026E-20 0.40932E-20 0.41825E-20 0.42703E-20 0.43562E-20 0.44400E-20 0.45214E-20 0.46002E-20 0.46761E-20 0.47487E-20 0.48176E-20 0.48827E-20 0.49434E-20 0.49995E-20 0.50504E-20 0.50959E-20 0.51355E-20 0.51688E-20 0.51953E-20 0.52145E-20 0.52259E-20 0.52291E-20 0.52235E-20 0.52086E-20 0.51837E-20 0.51484E-20 0.51021E-20 0.50440E-20 CsoKg/g) 0.60501E-24 0.12989E-23 0.20829E-23 0.29583E-23 0.39264E-23 0.49887E-23 0.61469E-23 0.74027E-23 0.87577E-23 0.10214E-22 0.11773E-22 0.13438E-22 0.15209E-22 0.17090E-22 0.19082E-22 0.21187E-22 0.23408E-22 0.2S748E-22 0.28207E-22 0.30789E-22 0.33495E-22 0.36328E-22 0.39291E-22 0.42385E-22 0.45612E-22 0.48974E-22 0.52475E-22 0.561 15E-22 TUT OO4 2199 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0. 208736-16 0.22241E-16 0.23659E-16 0.25128E-16 0.26649E-16 0.28222E-16 0.29848E-16 0.31526E-16 0.33258E-16 0.35043E-16 0.36882E-16 0.38775E-16 0.40721E-16 0.42721E-16 0.44775E-16 0.46882E-16 0.49042E-16 0.51255E-16 0.53519E-16 0.55835E-16 0.58201E-16 0.60617E-16 0.630816-16 0.65592E-16 0.68150E-16 0.70751E-16 0.73395E-16 0.76079E-16 0.78802E-16 0.81561E-16 0.84354E-16 0.871 78E-16 0.900306-16 0.929066-16 0.958046-16 0.98720E-16 0.101656-15 0.104596-15 0.10753E-15 0.110486-15 0.113426-15 0.116356-15 0.11927E-15 0.122166-15 0.125036-15 0.127866-15 0.130656-15 0.133396-15 0.136076-15 0.138696-15 0.141236-15 0.143696-15 0.146066-15 0.148336-15 0.150486-15 0.15251E-15 0.154416-15 0.156166-15 0.15775E-15 0.159186-15 0.160416-15 0.161456-15 0.162286-15 0.162886-15 0.16324E-15 0.163346-15 0.163166-15 0.162696-15 0.161926-15 0.160826-15 0.15937E-15 0.15755E-15 0.226146-16 0.24096E-16 0.25633E-16 0.27224E-16 0.28872E-16 0.30577E-16 0.323386-16 0.341566-16 0.360336-16 0.37967E-16 0.39959E-16 0.42009E-16 0.441186-16 0.46285E-16 0.485106-16 0.50793E-16 0.53133E-16 0.55530E-16 0.57984E-16 0. 604936-16 0.63056E-16 0.65674E-16 0.68344E-16 0.710646-16 0.738356-16 0.76653E-16 0.79518E-16 0.824266-16 0.853766-16 0.88366E-16 0.913916-16 0.944516-16 0.97540E-16 0.100666-15 0.103806-15 0.106966-15 0.110136-15 0.113316-15 0.11651E-15 0.11970E-15 0.122886-15 0.126066-15 0.129226-15 0.13235E-15 0.135466-15 0.138526-15 0.141546-15 0.14451E-15 0.147426-15 O.T5026E-15 0.153016-15 0.155686-15 0.158256-15 0.160706-15 0.163046-15 0.165246-15 0.16729E-15 0.16919E-15 0.17092E-15 0.17246E-15 0.17380E-15 0.17492E-15 0.17582E-15 0.17647E-15 0.176856-15 0.17696E-15 0.17677E-15 0.17627E-15 0.17543E-15 0.17423E-15 0.172666-15 0.17070E-15 0.598966-22 0.638206-22 0.67890E-22 0.72106E-22 0.76471E-22 0.809856-22 0.8S650E-22 0.904666-22 0.95435E-22 0. 100566-21 0.105836-21 0.11127E-21 0.11685E-21 0.12259E-21 0.12848E-21 0.13453E-21 0.14073E-21 0.147086-21 0.15358E-21 0.160226-21 0.167016-21 0.173946-21 0.181016-21 0.18822E-21 0.195566-21 0.203026-21 0.210616-21 0.21831E-21 0.226136-21 0.23404E-21 0.242066-21 0.25016E-21 0.25834E-21 0.266606-21 0.27491E-21 0.283286-21 0.291696-21 0.300126-21 0.308576-21 0.317036-21 0.325466-21 0.333876-21 0.34224E-21 0.35054E-21 0.35876E-21 0.366896-21 0.374896-21 0.38275E-21 0.390456-21 0.397976-21 0.40527E-21 0.41233E-21 0.419136-21 0.42563E-21 0.43182E-21 0.437656-21 0.44309E-21 0.448116-21 0.45268E-21 0.45676E-21 0.460316-21 0.46329E-21 0.46567E-21 0.467396-21 0.468416-21 0.468706-21 0.46820E-21 0.46686E-21 0.46463E-21 0.46147E-21 0.457316-21 0.45211E-21 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 I 170.000 Cgas(g/cu.ft) 0.188986-19 0.405 73E-19 0.65062E-19 0.924046-19 0.12264E-18 0.15583E-18 0.19201E-18 0.231236-18 0.27356E-18 0.319046-18 0.36775E-18 0.41973E-18 0.47507E-18 0.533816-18 Cliq(g/cu.ft) 0.204746-19 0.43958E-19 0.704906-19 0.100116-18 0.132886-18 0.168836-18 0.208026-18 0.250526-18 0.29638E-18 0.34566E-18 0.39843E-18 0.45475E-18 0.514706-18 0.57834E-18 Csol(g/g> 0.54228E-25 0.116436-24 0.186706-24 0.26516E-24 0.35193E-24 0.44715E-24 0.55097E-24 0.66352E-24 0.78498E-24 0.91550E-24 0.105536-23 0.12044E-23 0.13632E-23 0.153186-23 TUT OO4 ?2OO 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 36 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 0.59603E-18 0.66180E-18 0.73118E-18 0.80425E-18 0.88107E-18 0.96171E-18 0.10463E-17 0.11348E-17 0.12273E-17 0.13239E-17 0.14247E-17 0.15298E-17 0.16391E-17 0.17528E-17 0.18709E-17 0.19935E-17 0.21206E-17 0.22S23E-17 0.23886E-17 0.2S296E-17 0.26753E-17 0.28258E-17 0.29810E-17 0.31410E-17 0.33058E-17 0.34755E-17 0.36499E-17 0.38292E-17 0.40133E-17 0.42021E-17 0.43958E-17 0.45941E-17 0.47970E-17 0.50046E-17 0.52167E-17 0.54332E-17 0.56541E-17 0.58792E-17 0.61084E-17 0. 634166-17 0.65786E-17 0.68192E-17 0.70633E-17 0.73106E-17 0.75609E-17 0.78140E-17 0.80696E-17 0.83274E-17 0.85872E-17 0.88486E-17 0.91112E-17 0.93746E-17 0.96386E-17 0.99026E-17 0.10166E-16 0.10429E-16 0.10690E-16 0.10949E-16 0.11206E-16 0.11460E-16 0.11710E-16 0.11956E-16 0.12196E-16 0.12431E-16 0.12659E-16 0.12879E-16 0.13092E-16 0.13295E-16 0.13488E-16 0.13670E-16 0.13840E-16 0.13997E-16 0. 141406-16 0.14267E-16 0.14378E-16 0.14471E-16 0.145466-16 0.14599E-16 0.14631E-16 0.14640E-16 0.14625E-16 0.14583E-16 0.14513E-16 0.14414E-16 0.14284E-16 0.14122E-16 I 180.000 Cgas(g/cu.ft) 0.64576E-18 0.71701E-18 0.79218E-18 0.87134E-18 0.95457E-18 0.10419E-17 0.11335E-17 0.12294E-17 0.13297E-17 0.14344E-17 0.15436E-17 0.16574E-17 0.17758E-17 0.18990E-17 0.20270E-17 0.21598E-17 0.22975E-17 0.24402E-17 0.25879E-17 0.27407E-17 0.28985E-17 0.30615E-17 0.32297E-17 0.34031E-17 0.358166-17 0.37654E-17 0.39544E-17 0.41487E-17 0.43481E-17 0.45527E-17 0.47625E-17 0.49773E-17 0.51972E-17 0.54221E-17 0.56519E-17 0.58865E-17 0.61258E-17 0.63697E-17 0.66180E-17 0.68706E-17 0.71274E-17 0.73881E-17 0.76525E-17 0.79204E-17 0. 819166-17 0.84659E-17 0.87428E-17 0.90221E-17 0.93036E-17 0.95867E-17 0.98712E-17 0.10157E-16 0.10443E-16 0.10729E-16 0.11014E-16 0.11299E-16 0.11582E-16 0.11863E-16 0.12141E-16 0.12416E-16 0.12687E-16 0.12953E-16 0.132146-16 0.134686-16 0.13715E-16 0.13954E-16 0.14184E-16 0.14404E-16 0.14613E-T6 0.14811E-16 O.U995E-16 0.15165E-16 0.15320E-16 0.15458E-16 0.155786-16 0.15679E-16 0.15759E-16 0.15817E-16 0.15852E-16 0.15862E-16 0.158456-16 0.15799E-16 0.15724E-16 0.156176-16 0.154766-16 0.153006-16 Cliq(g/cu.ft) 0.171036-23 0.18991E-23 0.20982E-23 0.23078E-23 0.25283E-23 0.27597E-23 0.30023E-23 0.32562E-23 0.35217E-23 0.37990E-23 0.40883E-23 0.43897E-23 0.47034E-23 0.50297E-23 0.53686E-23 0.57204E-23 0.60852E-23 0.64631E-23 0.68543E-23 0.72589E-23 0.76770E-23 0.81087E-23 0.85541E-23 0.90133E-23 0.94862E-23 0.99730E-23 0.10474E-22 0.109886-22 0.115166-22 0.12058E-22 0.126146-22 0.131836-22 0.13765E-22 0.143616-22 0.14970E-22 0.15591E-22 0.16225E-22 0.16871E-22 0.17528E-22 0.18197E-22 0.18877E-22 .0.19568E-22 0.20268E-22 0.20978E-22 0.21696E-22 0.22423E-22 0.23156E-22 0.23896E-22 0.246416-22 0.2S391E-22 0.26145E-22 0.26901E-22 0.27658E-22 0.28416E-22 0.29172E-22 0.29926E-22 0.30676E-22 0.31420E-22 0.32«7E-22 0.32885E-22 0.33602E-22 0.34307E-22 0.34997E-22 0. 35671 E- 22 0.36325E-22 0.369S8E-22 0.37568E-22 0.38151E-22 0.387056-22 0.39227E-22 0.39715E-22 0.40166E-22 0.40575E-22 0.40941E-22 0.41259E-22 0.41526E-22 0.41739E-22 0.41893E-22 0.419856-22 0.4201 IE -22 0.41966E-22 0.41846E-22 0.416466-22 0.41362E-22 0.40990E-22 0.40523E-22 Csol(g/g) TUT OO4 22 Ol 1 2 3 4 5 6 7 8 9 10 11 12 13U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 0.16939E-20 0.36367E-20 0.58317E-20 0.82824E-20 0.10993E-19 0.13967E-19 0.17210E-19 0.20726E-19 0.24519E-19 0.28596E-19 0.32962E-19 0.37622E-19 0.42581E-19 0.47847E-19 0.53424E-19 0.59319E-19 0.65538E-19 0.72087E-19 0.78972E-19 0.86201E-19 0.93778E-19 0.10171E-18 0.11000E-18 0.11867E-18 0.12770E-18 0.13712E-18 0.14692E-18 0.15711E-18 0.16769E-18 0.17868E-18 0.19008E-18 0.20188E-18 0.214106-18 0.226746-18 0.23980E-18 0.2S328E-18 0.26720E-18 0.28154E-18 0.29631E-18 0.31152E-18 0.32715E-18 0.34322E-18 0.35972E-18 0.37665E-18 0.39400E-18 0.41178E-18 0.42997E-18 0.44858E-18 0.46759E-18 0.48700E-18 0.50679E-18 0.52697E-18 0.54751E-18 0.56841E-18 0.58965E-18 0.61122E-18 0.63310E-18 0.65526E-18 0.67770E-18 0.70039E-18 0.72330E-18 0.74641E-18 0.76969E-18 0.79312E-18 0.816666-18 0.84027E-18 0.86393E-18 0.88759E-18 0.91122E-18 0.93476E-18 0.9S818E-18 0.981436-18 0.10045E-17 0.10272E-17 0.10496E-17 0.10716E-17 0.10932E-17 0.11142E-17 0.11346E-17 0.11544E-17 0.11735E-17 0.11917E-17 0.12090E-17 0.12253E-17 0.124056-17 0.125466-17 0.12674E-17 0.12788E-17 0.12888E-17 0.12971E-17 0.18352E-20 0.39401E-20 0.63182E-20 0.89734E-20 0.119106-19 0.15132E-19 0.18646E-19 0.22455E-19 0.26565E-19 0.30982E-19 0.35712E-19 0. 407606-19 0.46134E-19 0.51838E-19 0.57881E-19 0.64268E-19 0.71005E-19 0.78101E-19 0.85561E-19 0.93392E-19 0.10160E-18 0.11020E-18 0.11918E-18 0.12857E-18 0.13835E-18 0.14855E-18 0.15917E-18 0.17021E-18 0.18168E-18 0.19359E-18 0.20593E-18 0.21872E-18 0.23196E-18 0.24565E-18 0.2S980E-18 0.27441E-18 0.28949E-18 0.30502E-18 0.32103E-18 0.33750E-18 0.35445E-18 0.37185E-18 0.38973E-18 0.40807E-18 0.42687E-18 0.44613E-18 0.46584E-18 0.48600E-18 0.50660E-18 0.52762E-18 0.54907E-18 0.57093E-18 0.59319E-18 0.61583E-18 0.63885E-18 0.66221E-18 0.68591E-18 0.70993E-18 0.73424E-18 0.75882E-18 0.78364E-18 0.80868E-18 0.83390E-18 0.85928E-18 0.88478E-18 0.91037E-18 0.93600E-18 0.96164E-18 0.98723E-18 0.10127E-17 0.10381E-17 0.10633E-17 0.10882E-17 0.11129E-17 0.11372E-17 0.11610E-17 0.11844E-17 0.12072E-17 0.12293E-17 0.12507E-17 0.12713E-17 0.12911E-17 0.13098E-17 0.13275E-17 0.13440E-17 0.13593E-17 0.13731E-17 0.13855E-17 0.13963E-17 0.14053E-17 0.48606E-26 0.10436E-25 0.16734E-25 0.23767E-25 0.31545E-2S 0.400806-25 0.49385E-25 0.59473E-25 0.70360E-25 0.82059E-25 0.94586E-25 0.10796E-24 0.12219E-24 0.137306-24 0.153306-24 0.17022E-24 0.188066-24 0.206866-24 0.22661E-24 0.247366-24 0.269106-24 0.291866-24 0.315666-24 0.340526-24 0.366446-24 0.393466-24 0.421586-24 0.450826-24 0.481206-24 0.512736-24 0.545436-24 0.579306-24 0.614376-24 0.650636-24 0.688116-24 0.726806-24 0.766736-24 0.807886-24 0.850286-24 0.893916-24 0.938786-24 0.984896-24 0.103226-23 0.108086-23 0.113066-23 0.118166-23 0.123386-23 0.128726-23 0.134186-23 0.13975E-23 0.14543E-23 0.15122E-23 0.15711E-23 0.163116-23 0.169206-23 0.175396-23 0.181676-23 0.188036-23 0.194476-23 0.200986-23 0.207556-23 0.214196-23 0.220876-23 0.227596-23 0.234346-23 0.241126-23 0.247916-23 0.254706-23 0.261486-23 0.268236-23 0.274956-23 0.281626-23 0.288236-23 0.294766-23 0.301196-23 0.307506-23 0.313696-23 0.319736-23 0.325596-23 0.331276-23 0.336736-23 0.341956-23 0.346926-23 0.351606-23 0.355986-23 0.360016-23 0.363696-23 0.366966-23 0.369816-23 0.372216-23 TUT O04 91 92 93 94 95 96 97 98 99 100 0.13038E-17 0.130866-17 0.131146-17 0.13122E-17 0.13108E-17 0.13071E-17 0.13009E-17 0.129206-17 0.128046-17 0.126586-17 0.141256-17 0.141776-17 0.142086-17 0.142176-17 0.142026-17 0.141616-17 0.140946-17 0.139986-17 0.138726-17 0.137146-17 0.374126-23 0.375506-23 0.376326-23 0.376556-23 0.376156-23 0.375076-23 0.37329E-23 0.370746-23 0.367406-23 0.363226-23 TUT 004 2203 PREDICTED GROUNDWATER IMPACT VERSUS TIME H C-i *• w £ 5.00H • O)u o Q-3.00 co 2.00H c D O t- O 1 .00- 0.00 0.00 -fe: f 50.00 100.00 150.00 200.00 Time ( y e a r s ) o voo'i VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynamac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LHENRI SIMULATION 4 1 polygons. Timestep = 1.00 years. Simulation length = 180.00 years. Printout every 10.00 years. Vertical profile stored every 10.00 years. Koc - 375.00 ml/g, 0.13243E-01cu.ft./g Kh - 0.92300 <dia*nsionless>. Aqueous solubility - 150.00 wg/l, 4.2476 g/cu.ft Free air diffusion coefficient = .66000 sq. M/day, 2593.1 sq.ft./yr Polygon 1 POLYGON 1 Polygon area = 1.0000 sq. ft. 100 cells, each cell 0.200 ft. thick. Soil Properties: Bulk density * 1.3500 g/Ml, 38228. g/cu.ft. Porosity = 0.3000 Volumetric Mater content = 0.2000 Organic carbon content * 0.00200000 Recharge Rate * 0.46000001 ft/yr Cone, in recharge water = 0.00000 mg/l, 0.00000 g/cu.ft Atmospheric concentration = 0.00000 Hg/l, 0.00000 g/cu.ft Water table has a fixed concentration of 0.00000 *g/l, 0.00000 g/cu.ft. with respect to gas diffusion. TUT 004 VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynavac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LHENRI SIMULATION 4 Polygon At tir- 1 Mass in gas phase Mass in liquid phase Mass sorbed 0.00, total mass in vadose zone * 0.18S02 g/sq.ft. 0.13088E-01g/sq.ft. 0.28359E-01g/sq.ft. 0.14357 g/sq.ft. Polygon 1 At ti*e = 10.00, total Mass in gas phase = Mass in liquid phase = Mass sorbed - •ass in vadose zone « 0.11152E-01g/sq.ft. 0.24164E-01g/sq.ft. 0.12233 g/sq.ft. 0.15764 g/sq.ft. Since last printout at tine = 0.00 Change in Total Mass * -0.27373E-01g/sq.ft. Advection in fro* atnosphere * 0.00000 g/sq.ft. Advection in fro* water table = -0.25154E-02g/sq.ft. Diffusion in fro* atmosphere = -0.17731E-01g/sq.ft. Diffusion in fro* water table = -0.71275E-02g/sq.ft. Total inflow at boundaries = -0.27373E-01g/sq.ft. Mass discrepancy = 0.17509E-06g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -0.27373E-01g/sq.ft. Advection in fro* atmosphere = 0.00000 g/sq.ft. Advection in fro* water table = -0.25154E-02g/sq.ft. Diffusion in fro* atnosphere = -0.17731E-01g/sq.ft. Diffusion in fro* water table = •0.71275E-02g/sq.ft. Total inflow at boundaries = -0.27373E-01g/sq.ft. Mass discrepancy = 0.17509E-06g/sq.ft. Polygon At til 1 Mass in gas phase Mass in liquid phase Mass sorbed 20.00, total *ass in vadose zone - 0.12168 g/sq.ft. 0.86075E-02g/sq.ft. 0.18651E-01g/sq.ft. 0.94421E-01g/sq.ft. Since last printout at tine = 10.00 Change in Total Mass - -0.35963E-01g/sq.ft. Advection in fro* atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.12864E-01g/sq.ft. Diffusion in from atmosphere = -0.77554E-02g/sq.ft. Diffusion in from water table = -0.15344E-01g/sq.ft. Total inflow at boundaries = -0.35963£-01g/sq.ft. Mass discrepancy = -0.12293E-06g/sq.ft. Since beginning of run at tine = 0.0 Change in Total Mass = -0.63337E-01g/sq.ft. Advection in fro* atnosphere - 0.00000 g/sq.ft. Advection in fro* water table - -0.15379E-01g/sq.ft. Diffusion in fro* atmosphere = -0.25486E-01g/sq.ft. Diffusion in fro* water table * -0.22472E-01g/sq.ft. Total inflow at boundaries * -0.63337E-01g/sq.ft. Mass discrepancy = 0.52154E-07g/sq.ft. Polygon 1 At time = 30.00, total mass in vadose zone * 0.79832E-01g/sq.ft. Mass in gas phase = 0.56472E-02g/sq.ft. Mass in liquid phase * 0.12237E-01g/sq.ft. Mass sorbed - 0.61948E-01g/sq.ft. Since last printout at time = 20.00 Change in Total Mass = -0.41848E-01g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in fro* water table = -0.20773E-01g/sq.ft. Diffusion in fro* atnosphere = -0.37505E-02g/sq.ft. Diffusion in fro* water table = -0.17324E-01g/sq.ft. Total inflow at boundaries - -0.41848E-01g/sq.ft. Mass discrepancy = -0.10058E-06g/sq.ft. Since beginning of run at time = 0.0 TUT OO4 h-3 h- OinKJ<£ <* vo<oo»o> at iro ooo • I ' ' '«£ * •" — SST 88883 I. U t. t. C <*.«.•». •*. 3 C C C CJB liiii M 5 o jsrsrsr »»»» g *»*< *• •**<^*^ IS'oVsVoj jigs § •SKi S" sr I HI "^ <A co w • .-0 j utr* yi w yi — IN o* oo5S8> <r "P 9 53>™3f* 70 ooo • » I I I V " o w t ff u M S i S « 8 • •* «K>KK> 2 c c c c j H " n 2 c c c c • ooo _•"~ "~ ^ ** G" it -* "~ • « « K K K K « S 1 9 R E K K -^ 4* .-25888- *> N H N .."-J • w««oa_ <T> 8 3|t 2 €? -E ••-•e s .£.£8 ". I sr srsrsrsr 5SSJ S 4f 4J 44 OJ I «»••»-•»• «- I • • -t "J «o (TOOOO i • A i i i uj *• 5 SST 38" i.. "H'"^^ " " - " ^ £«±».??o 5«±«i?l - fi~a on iu -s »-* •> * ut 1J-fi4J-fi*' "O •~-K*'-fit' P • u. Ui ^9 • ^L QL r^ 3 9 ^ V t ; l l 4 S o J u g t. II p 8 !5 l> M«-S«- 3 . • • SJOOO £ C C £ C ~ i « « i _ _ _ _ <t-H-<«.H- 3 O »> •*-•»-'»->»• C C C C JD " II 2 C C C C . "58888-1 |5! §i N n u ;.—j 8 2 SS^ t? • wiioa^-o g« u C « « 5 53 w M t * 1 H 01-'J ;||.£.£8 .** <• 0) (A i jsrsrsr SSSJ >o 70000 I • I '''{(*• ^•s 335 S in M U k U t. t g«.<4-H->«. 3 C * c c c c i x iiiccccj » « C C C C « S I* ! 5SSSS!l 138888! b v c i *• II N II . . •- J 8- « S 384 I, *!_ i - 8.!ra *> n 8— £ M 8i-£.£8 ^ ?'*•««»<« 8 •.ElifftS 1 'I 8 *> *• *• H-H-*- "srsrsr S n H H 8 I COo •%! c-i h-3 H- (MtOCM OOO I I I 7oooo i • 70000 • W I I I U J V I M III VI c3 £3 *3 ' • u S «• w « ui in «-.c vi.c vi R3 8 cccc.fi v> c * fi <£<£••-u BC«4><*-^> ""•ft*1*"!*" c ""-S-SI*".1*" I V ^ ^ W • Si 58 *! I sr at a an 70000i . 70000 • W I I I UJ VI « III VI * s5 g vi vi v> in i ••-<•-•»- ri i . . . . 10 j 8 CCCC.fi! 1 N 3 C C C CJ5 " 1000 .. — «J H « II 8 S ssi " S g g g g - S <i o •—•—"•••- x a. .!"ow39-c v> c v * ••-•»-•»- u — ? 5<*-t- c ia i *.5SiSo"~:5 Hz*i «^ 8 i c sr* srsrsrsr Wi. ^ il > ime srsrsrsr - ™ » » . ooo *-• I I I * . in ' sr UJ •OOOl/l'O'x Kt ViOM<O<- M S *I . . .^^ h> 7OOo'c> i • (Toddd • •- w i i i uj v> A i i i v> • *V ^ <*- ^ *O*V- * Rff ST ? „ n2| 8S " . . . ^ «i «—?8 "**" §*•*•* sll|3 s S| "srsrsr t o>o> BviBwurt i^i*io)rj ro<M o PuPaS . 0 a S a £ . oo 5 <o in l — o • la 3—o o *t. 7<- u i i O •> 5 *i cm IM S^Q S"8S8§fl o" 88881 in oo sQ <a i. i. i. i. e . « i. i. i. i. i o w »• <«- >v. «v. 3 --tr»^ ^ . C C C C j j " I l i C C C C j S " 0*0*0 _."""""""* vi r - """••-•- X " S g g g g - l « O *^ ••• *^ •»• X >-*!*f a « 8 o Vi H II U .?5gggg« • _ VI O '^ *^ '^ "^ ^ >^ vi v M « 5 7 >- v> v> w « 5 — y u 3 5— . v> o o S S - > v> C w «•*-•*-•»- u • C t> t-v-H-*- o — 5 ?<».•». c N ""•fi-fi^",'*" c * «*»33oo""-5 SvSS'oo'"^ O w w —* L. a —* O M V C 9 0 C « » >«| i| si •si si K«O. v»O i-2 u i-2 «|- c - (A ^r^3 S- { VI N ft—J3 « [«.£.£ 8 " ? §I O V> I o.<] srI 7??? -**$ OOO V< I I I - * . Uj UJ UJ . sgp^sr J8o-S2£ -t-oinrfiMiA V* W VI VI <v.<v.<v<v> • • • ?oooo i • 70000 «t i i i yj vi « iii 8 *S * s-:-:Si .-:•: • • • C h « l - » t t — f i O «- «*— 0* — V *J 4-» F» 1..Q U4) I >fU^Uj) H-M-*- u> «l * « « UJ CO 4» « €1 m "•C^-C** 5 *"***4;*' S *j *» ** *^ »»-*». ^sf? 8 S3S3JS 'S ?! ^ O O O O * u O D O O O M 1. I. U U C . M 1. U C C. «<v> <*-<*-•<- 3 o M <•• H-•»-"V. « C C C C jS " II 3 C C C C 000 -> VI II II II — J :i |5gggg 8SJ? *> k •£8 ".Sj •i o———— i a. vi o———— • • - ^ ^ a a o w ..•-«*;«« C C O — 1 Total inflow at boundaries = -0.18411 g/sq.ft. Mass discrepancy * -0.23842E-06g/sq.ft. Polygon 1 At tine * 110.00, total mass in vadose zone = 0.46259E-03g/sq.ft. Mass in gas phase « 0.32723E-04g/sq.ft. Mass in liquid phase - 0.70°05E-04g/sq.ft. Mass sorted * 0.35896E-03g/sq.ft. Since last printout at time * 100.00 Change in Total Mass - -0.43983E-03g/sq.ft. Advection in fro* atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.26012E-03g/sq.ft. Diffusion in fro* atmosphere = -0.17486E-04g/sq.ft. Diffusion in from water table = -0.16222E-03g/sq.ft. Total inflow at boundaries = -0.43983E-03g/sq.ft. Mass discrepancy = -0.72760E-09g/sq.ft. Since beginning of run at tine = 0.0 Change in Total Mass = -0.18455 g/sq.ft. Advection in fro* atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.81394E-01g/sq.ft. Diffusion in fro* atmosphere = -0.33086E-01g/sq.ft. Diffusion in fro* water table = -0.70074E-01g/sq.ft. Total inflow at boundaries * -0.1845S g/sq.ft. Mass discrepancy = -0.2Z352E-06g/sq.ft. Polygon 1 At time = 120.00, total mass in vadose zone * 0.23712E-03g/sq.ft. Mass in gas phase = 0.16774E-04g/sq.ft. Mass in liquid phase * 0.36346E-04g/sq.ft. Mass sorbed = 0.18400E-03g/sq.ft. Since last printout at time = 110.00 Change in Total Mass * -0.22546E-03g/sq.ft. Advection in from atmosphere « 0.00000 g/sq.ft. Advection in from water table = -0.13334E-03g/sq.ft. Diffusion in from atmosphere = -0.89635E-05g/sq.ft. Diffusion in from water table = -0.831S8E-04g/sq.ft. Total inflow at boundaries - -0.22S46E-03g/sq.ft. Mass discrepancy = -0.3492SE-09g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -0.18478 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.81527E-01g/sq.ft. Diffusion in from atmosphere = -0.33095E-01g/sq.ft. Diffusion in from water table * -0.70157E-01g/sq.ft. Total inflow at boundaries = -0.18478 g/sq.ft. Mass discrepancy = -0.23842E-06g/sq.ft. Polygon 1 At time = 130.00, total mass in vadose zone = 0.12155E-03g/sq.ft. Mass in gas phase = 0.85982E-05g/sq.ft. Mass in liquid phase = 0.18631E-04g/sq.ft. Mass sorbed = 0.94319E-04g/sq.ft. Since last printout at time * 120.00 Change in Total Mass = -0.11557E-03g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.68351E-04g/sq.ft. Diffusion in from atmosphere = -0.45947E-05g/sq.ft. Diffusion in from water table = -0.42627E-04g/sq.ft. Total inflow at boundaries = -0.11557E-03g/sq.ft. Mass discrepancy = -0.20373E-09g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -0.18490 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.8159SE-01g/sq.ft. Diffusion in from atmosphere = -0.33100E-01g/sq.ft. Diffusion in from water table = -0.70200E-01g/sq.ft. Total inflow at boundaries = -0.18489 g/sq.ft. Mass discrepancy = -0.23842E-06g/sq.ft. Polygon 1 At time = 140.00, total mass in vadose zone = 0.62306E-04g/sq.ft. Mass in gas phase = 0.44074E-05g/sq.ft. Mass in liquid phase * 0.95502E-05g/sq.ft. Mass sorbed = 0.48348E-04g/sq.ft. Since last printout at time * 130.00 Change in Total Mass * -0.59243E-04g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table - -0.35037E-04g/sq.ft. Diffusion in from atmosphere = -0.23552E-05g/sq.ft. TUT <"if>4 22(>9 Diffusion in fro* Mater table = -0.21850E-04g/sq.ft. Total inflow at boundaries = -0.59243E-04g/sq.ft. Mass discrepancy * -0.98225E-10g/sq.ft. Since beginning of run at time * 0.0 Change in Total Mass = -0.18495 g/sq.ft. Advection in fron atmosphere * 0.00000 g/sq.ft. AoVection in fron water table = -0.81630E-01g/sq.ft. Diffusion in fron atmosphere = -0.33102E-01g/sq.ft. Diffusion in fron water table * -0.70222E-01g/sq.ft. Total inflow at boundaries - -0.18495 g/sq.ft. Nass discrepancy = -0.23842E-06g/sq.ft. Polygon 1 At tine = 150.00, total nass in vadose zone = 0.31938E-04g/sq.ft. Nass in gas phase - 0.22S92E-05g/sq.ft. Mass in liquid phase = 0.48954E-05g/sq.ft. Mass sorted - 0.24783E-04g/sq.ft. Since last printout at tine = 140.00 Change in Total Nass - -0.30368E-04g/sq.ft. Advection in fron atmosphere * 0.00000 g/sq.ft. Advection in fron water table = -0.17960E-04g/sq.ft. Diffusion in fron atmosphere = -0.12073E-05g/sq.ft. Diffusion in fron water table = -0.11201E-04g/sq.ft. Total inflow at boundaries = -0.30368E-04g/sq.ft. Nass discrepancy = -0.47294E-10g/sq.ft. Since beginning of run at time = 0.0 Change in Total Nass = -0.18498 g/sq.ft. Advection in from atmosphere * 0.00000 g/sq.ft. Advection in fron water table = -0.81648E-01g/sq.ft. Diffusion in fron atmosphere = -0.33104E-01g/sq.ft. Diffusion in from water table = -0.70233E-01g/sq.ft. Total inflow at boundaries = -0.18498 g/sq.ft. Nass discrepancy = -0.23842E-06g/sq.ft. Polygon 1 At time - 160.00, total mass in vadose zone * 0.16371E-04g/sq.ft. Nass in gas phase » 0.11581E-05g/sq.ft. Nass in liquid phase * 0.25094E-05g/sq.ft. Mass sorted * 0.12704E-04g/sq.ft. Since last printout at time = 150.00 Change in Total Nass - -0.15566E-04g/sq.ft. Advection in from atmosphere - 0.00000 g/sq.ft. AoVection in fron water table = -0.92062E-05g/sq.ft. Diffusion in from atmosphere = -0.61886E-06g/sq.ft. Diffusion in from water table = -0.57414E-05g/sq.ft. Total inflow at boundaries - -0.15566E-04g/sq.ft. Nass discrepancy = -0.25466E-10g/sq.ft. Since beginning of run at time = 0.0 Change in Total Nass - -0.18500 g/sq.ft. AoVection in from atmosphere = 0.00000 g/sq.ft. AoVection in from water table = -0.81657E-01g/sq.ft. Diffusion in from atmosphere = -0.33104E-01g/sq.ft. Diffusion in fron water table = -0.70239E-01g/sq.ft. Total inflow at boundaries = -0.18500 g/sq.ft. Nass discrepancy * -0.23842E-06g/sq.ft. Polygon 1 At time = 170.00, total mass in vadose zone = 0.83919E-05g/sq.ft. Nass in gas phase = 0.59363E-06g/sq.ft. Nass in liquid phase * 0.12863E-05g/sq.ft. Nass sorted = 0.65120E-05g/sq.ft. Since last printout at time * 160.00 Change in Total Nass - -0.79794E-05g/sq.ft. Advection in from atmosphere * 0.00000 g/sq.ft. AoVection in from water table = -0.47191E-05g/sq.ft. Diffusion in from atmosphere - -0.31723E-06g/sq.ft. Diffusion in from water table * -0.29430E-05g/sq.ft. Total inflow at boundaries = -0.79794E-05g/sq.ft. Nass discrepancy = -0.10914E-10g/sq.ft. Since beginning of run at time = 0.0 Change in Total Nass = -0.18501 g/sq.ft. AoVection in from atmosphere - 0.00000 g/sq.ft. AoVection in from water table = -0.81662E-01g/sq.ft. Diffusion in from atmosphere - -0.33104E-01g/sq.ft. Diffusion in fron water table * -0.70242E-01g/sq.ft. Total inflow at boundaries = -0.18501 g/sq.ft. Nass discrepancy * -0.23842E-06g/sq.ft. TUT OO4 2210 C-4 C-4 sr*s U «< w C <•.*.<•- fc> W W 4-> tJ W t* <t-t-t.it- *-<•-•«-•«- • • • t • • • • £?££ "slsj « UJ UJ • mm IT >-oo-j «f BST 8 a ?ffcffe"S BssssH a I « I-ro n • • • «^ -^ -^ ••- •OOO —• f I H I O C C C C * N U N — 8 " SI I: ^ 44 44 i ;r; u i c c c ci 138888* V O ..-.t-.t-.i- J €2 £ S •I ii i i IU UJ se J§~ i • i oooooeiooooooooooooo w l , , , , .Jgssssssaaass:! I sj^sp^^pipip g g4N5^grogN^nN«o^^»^gi<i & %ooooooooooooooocaoo t 888888888888888888! 5 S r-r- 00 uoooooooooooooooooo >ooooo< I I I I I I I I I I I I I I I I I I I Ul UJ UJ Ul IU IU UJ 3 2888888888888888888 8 ^ I J Jj 15 £ VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynaoac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 POLYGON Tine: Cell 1 23 4 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 I 0.000 Cgas(g/cu.ft) 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0. 292046-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.29204E-02 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.31908E-01 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13S21E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13S21E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13S21E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 Cliq(g/cu.ft) 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.31641E-02 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.34570E-01 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 Csol(g/g) 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.83803E-07 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.91563E-06 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 TUT OO4 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.13521E-03 0.00000 0.00000 0.00000 0.00000 0.00000 I 10.000 Cgas(g/cu.ft) 0.94990E-04 0.17375E-03 0.26123E-03 0.35674E-03 0.45963E-03 0.56923E-03 0.68493E-03 0.80613E-03 0.93227E-03 0.10628E-02 0.11973E-02 0.13354E-02 0.14765E-02 0.16205E-02 0.17669E-02 0.19157E-02 0.20665E-02 0.22192E-02 0.23737E-02 0.25299E-02 0.26878E-02 0.28474E-02 0.30086E-02 0.31717E-02 0.33366E-02 0.40172E-02 0.44821E-02 0.49802E-02 0.55064E-02 0.60554E-02 0.66222E-02 0.72016E-02 0.77890E-02 0.83798E-02 0.89696E-02 0.955UE-02 0.10131E-01 0.10695E-01 0.11244E-01 0.11775E-01 0.12286E-01 0.12775E-01 0.13238E-01 0.13113E-01 0.13198E-01 0.13221E-01 0.13185E-01 0.13096E-01 0.12959E-01 0.12778E-01 0.12560E-01 0.12309E-01 0.12029E-01 0.11725E-01 0.11401E-01 0.11060E-01 0.10708E-01 0.10346E-01 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 0.14648E-03 O.U648E-03 0.14648E-03 0.14648E-03 0.00000 0.00000 0.00000 0.00000 0.00000 Cliq(g/cu.ft) 0.10291E-03 0.18825E-03 0.28302E-03 0.38650E-03 0.49797E-03 0.61672E-03 0.74207E-03 0.87338E-03 0.10100E-02 0.11515E-02 0.12972E-02 0.14468E-02 0.15997E-02 0.17557E-02 0.19143E-02 0.20755E-02 0.22389E-02 0.24043E-02 0.25717E-02 0.27410E-02 0.29120E-02 0.30849E-02 0.32596E-02 0.34363E-02 0.36149E-02 0.43524E-02 0.48560E-02 0.53957E-02 0.59658E-02 0.65606E-02 0.71746E-02 0.78024E-02 0.84388E-02 0.90788E-02 0.97178E-02 0.10352E-01 0.10976E-01 0.11587E-01 0.12182E-01 0.12758E-01 0.13311E-01 0.13840E-01 0.14343E-01 0.14207E-01 0.14299E-01 0.14324E-01 0.14285E-01 0.14188E-01 0.14040E-01 0.13844E-01 0.13608E-01 0.13336E-01 0.13032E-01 0.12703E-01 0.12352E-01 0.11983E-01 0.11601E-01 0.11209E-01 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.38798E-08 0.00000 0.00000 0.00000 0.00000 0.00000 Csol(g/g) 0.272S8E-08 0.49860E-08 0.74961E-08 0.10237E-07 0.13189E-07 0.16334E-07 0.19654E-07 0.23132E-07 0.26752E-07 0.30498E-07 0.34358E-07 0.38319E-07 0.42369E-07 0.46500E-07 0.50703E-07 0.54971E-07 0.59298E-07 0.63680E-07 0.681 14E-07 0.72596E-07 0.77127E-07 0.81706E-07 0.86334E-07 0.91013E-07 0.95745E-07 0.11528E-06 0.12862E-06 0.14291E-06 0.15801E-06 0.17376E-06 0.19003E-06 0.20665E-06 0.22351E-06 0.24046E-06 0.25739E-06 0.27417E-06 0.29070E-06 0.30690E-06 0.32266E-06 0.33790E-06 0.35256E-06 0.36657E-06 0.37988E-06 0.37628E-06 0.37873E-06 0.37937E-06 0.37834E-06 0.37579E-06 0.37185E-06 0.36668E-06 0.36042E-06 0.35321E-06 0.34517E-06 0.33645E-06 0.32715E-06 0.31738E-06 0.30726E-06 0.29687E-06 TUT O04 2213 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 TV 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 0.99773E-02 0.96053E-02 0.92321E-02 0.88598E-02 0.84903E-02 0.81252E-02 0.77659E-02 0.74135E-02 0.70692E-02 0.67336E-02 0.64075E-02 0.60913E-02 0.57854E-02 0.54901E-02 0.52055E-02 0.49317E-02 0.46687E-02 0.44163E-02 0.41744E-02 0.39428E-02 0.37213E-02 0.35095E-02 0.33072E-02 0.31140E-02 0.29297E-02 0.27537E-02 0.25857E-02 0.24254E-02 0.22724E-02 0.21263E-02 0.19867E-02 0.18532E-02 0.17255E-02 0.16032E-02 0.14860E-02 0.13734E-02 0.12652E-02 0.11587E-02 0.10569E-02 0.95832E-03 0.86274E-03 0.76986E-03 I 20.000 Cgas(g/cu.ft) 0.21337E-04 0.45885E-04 0.73958E-04 0.10564E-03 0.14101E-03 0.18013E-03 0.22306E-03 0.26986E-03 0.32054E-03 0.37515E-03 0.43370E-03 0.49618E-03 0.56259E-03 0.63292E-03 0.70714E-03 0.78522E-03 0.86712E-03 0.95278E-03 0.10422E-02 0.11352E-02 0.12318E-02 0.13320E-02 0.14356E-02 0.15426E-02 0.16530E-02 0.17757E-02 0.19031E-02 0.20377E-02 0.21799E-02 0.23301E-02 0.24884E-02 0.26551E-02 0.28301E-02 0.30135E-02 0.32050E-02 0.34044E-02 0.361 13E-02 0.38254E-02 0.40461E-02 0.42728E-02 0.45048E-02 0.47413E-02 0.49816E-02 0.52148E-02 0. 108106-01 0.10407E-01 0.10002E-01 0.95990E-02 0.91986E-02 0.88030E-02 0.84137E-02 0.80320E-02 0.76589E-02 0.72953E-02 0.69420E-02 0.65994E-02 0.62680E-02 0.59481E-02 0.56398E-02 0.53431E-02 0.50581E-02 0.47847E-02 0.45226E-02 0.42717E-02 0.40317E-02 0.38023E-02 0.35831E-02 0.33738E-02 0.31741E-02 0.29834E-02 0.28014E-02 0.26278E-02 0.24620E-02 0.23037E-02 0.21524E-02 0.20078E-02 0.18695E-02 0.17370E-02 0.16099E-02 0.14880E-02 0.13708E-02 0.12554E-02 0.1U51E-02 0.10383E-02 0.93471E-03 0.83409E-03 Cliq(g/cu.ft) 0.23117E-04 0.49713E-04 0.80128E-04 0.11U5E-03 0.15277E-03 0.19516E-03 0.24167E-03 0.29237E-03 0.34729E-03 0.40645E-03 0.46988E-03 0.53757E-03 0.60952E-03 0.68572E-03 0.76614E-03 0.8S073E-03 0.93945E-03 0.10323E-02 0.11291E-02 0.12299E-02 0.13346E-02 0.14431E-02 0.15554E-02 0.16713E-02 0.17909E-02 0.19239E-02 0.20618E-02 0.22076E-02 0.23617E-02 0.25245E-02 0.26960E-02 0.28766E-02 0.30662E-02 0.32649E-02 0.34723E-02 0.36884E-02 0.39126E-02 0.41445E-02 0.43836E-02 0.46292E-02 0.48806E-02 0.51369E-02 0.53972E-02 0.56499E-02 0.28630E-06 0.27563E-06 0.26492E-06 0.254246-06 0.24363E-06 0.23316E-06 0.22284E-06 0.21273E-06 0.2028SE-06 0.19322E-06 0.18386E-06 0.17479E-06 0.16601E-06 0.15754E-06 0.14937E-06 0.14152E-06 0.13397E-06 0.12673E-06 0.11979E-06 0.11314E-06 0.10678E-06 0.10071E-06 0.94902E-07 0.89359E-07 0.84068E-07 0.79018E-07 0.74198E-07 0.69599E-07 0.65208E-07 0.61015E-07 0.57009E-07 0.53179E-07 0.49514E-07 0.46005E-07 0.42641E-07 0.3941 IE-07 0.36307E-07 0.33249E-07 0.30328E-07 0.27499E-07 0.24757E-07 0.22092E-07 CsoUg/g) 0.61227E-09 0.13167E-08 0.21222E-08 0.30314E-08 0.40463E-08 0.51689E-08 0.64009E-08 0.77437E-08 0.91981E-08 0.10765E-07 0.12445E-07 0.14238E-07 0.16144E-07 0.18162E-07 0.20292E-07 0.22532E-07 0.24882E-07 0.27340E-07 0.29905E-07 0.32575E-07 0.35348E-07 0.38222E-07 0.41196E-07 0.44267E-07 0.47434E-07 0.50956E-07 0.54609E-07 0.58471E-07 0.62553E-07 0.66862E-07 0.71407E-07 0.76189E-07 0.81212E-07 0.86473E-07 0.91968E-07 0.97690E-07 0.10363E-06 0.10977E-06 0.11610E-06 0.12261E-06 0.12927E-06 0.13605E-06 0.14295E-06 0.14964E-06 TUT OO4 > \ 4 - •*• ~ 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 . 22 23 24 25 26 27 28 29 30 0.544856-02 0.567866-02 0.590386-02 0.612256-02 0.63335E-02 0.65355E-02 0.672726-02 0.69078E-02 0.70762E-02 0.723176-02 0.73735E-02 0.75010E-02 0.76139E-02 0.771186-02 0.779446-02 0.786176-02 0.791366-02 0.79503E-02 0.797196-02 0.797876-02 0.79709E-02 0.79491E-02 0.79135E-02 0.78649E-02 0.78036E-02 0.773026-02 0.764546-02 0.75497E-02 0.74439E-02 0.7328SE-02 0.72041E-02 0.70714E-02 0.69311E-02 0.678376-02 0.662996-02 0.647026-02 0.630526-02 0.61354E-02 0.59614E-02 0.57836E-02 0.56024E-02 0.54184E-02 0.52319E-02 0.50432E-02 0.485276-02 0.46607E-02 0.44674E-02 0.427326-02 0.407816-02 0.388256-02 0.368636-02 0.34898E-02 0.32930E-02 0.309606-02 0.28988E-02 0.27015E-02 j 30.000 Cgas(gXcu.ft) 0.100476-04 0.21597E-04 0.34680E-04 0.493266-04 0.655686-04 0.834416-04 0.102986-03 0.12422E-03 0.14721E-03 0.171986-03 0.19856E-03 0.22701E-03 0.257366-03 0.289656-03 0.323906-03 0.36017E-03 0.398486-03 0.43887E-03 0.48136E-03 0.52598E-03 0.572756-03 0.62170E-03 0.67284E-03 0.72619E-03 0.78176E-03 0.83972E-03 0.90003E-03 0.962766-03 0.102806-02 0.109576-02 0.590306-02 0.615246-02 0.639636-02 0.663336-02 0.686196-02 0.708076-02 0.728856-02 0.748416-02 0.76666E-02 0.783506-02 0.798866-02 0.81268E-02 0.82491E-02 0.83551E-02 0.84446E-02 0.85175E-02 0.85738E-02 0.86135E-02 0.86369E-02 0.86443E-02 0.86359E-02 0.861226-02 0.85737E-02 0.8S210E-02 0.84546E-02 0.83751E-02 0.82832E-02 0.81796E-02 0.80649E-02 0.79398E-02 0.780516-02 0.76614E-02 0.75093E-02 0.734976-02 0.71830E-02 0.701006-02 0.68312E-02 0.66473E-02 0.64587E-02 0.62661E-02 0.606986-02 0.587046-02 0.566836-02 0.546396-02 0.525756-02 0.504956-02 0.48401E-02 0.46297E-02 0.44183E-02 0.42063E-02 0.39938E-02 0.378096-02 0.356776-02 0.33S43E-02 0.314066-02 0.292686-02 Cliq(g/cu.ft) 0.10885E-04 0.23399E-04 0.37573E-04 0.53441E-04 0.71038E-04 0.90401E-04 0.11157E-03 0.13459E-03 0.159496-03 0.186326-03 0.215136-03 0.24595E-03 0.27883E-03 0.31381E-03 0.350936-03 0.390226-03 0.431736-03 0.47548E-03 0.52151E-03 0.56986E-03 0.620536-03 0.673566-03 0.728976-03 0.786776-03 0.846986-03 0.909776-03 0.97511E-03 0.10431E-02 0.11137E-02 0.11871E-02 0.15635E-06 0.16295E-06 0.169416-06 0.175696-06 0.181746-06 0.187546-06 0.19304E-06 0.198226-06 0.203066-06 0.207526-06 0.21158E-06 0.21524E-06 0.218486-06 0.221296-06 0.223666-06 0.225596-06 0.227086-06 0.22814E-06 0.228766-06 0.228956-06 0.228736-06 0.228106-06 0.227086-06 0.225696-06 0.223936-06 0.221826-06 0.219396-06 0.216646-06 0.213616-06 0.21029E-06 0.206726-06 0.202926-06 0.198896-06 0.194666-06 0.190256-06 0.185676-06 0.180936-06 0.176066-06 0.171066-06 0.16596E-06 0.160766-06 0.155486-06 0.150136-06 0.144726-06 0.139256-06 0.133746-06 0.128196-06 0.12262E-06 0.117026-06 0.111416-06 0.10578E-06 0.100146-06 0.944946-07 0.888416-07 0.83182E-07 0.77520E-07 Csol(0/g) 0. 288306-09 0.619746-09 0.995166-09 0.14154E-08 0.18815E-08 0.23944E-08 0.295506-08 0.356466-08 0.422426-08 0.493496-08 0.569796-08 0.651426-08 0.738516-08 0.831156-08 0.929466-08 0.103356-07 0.11435E-07 0.12594E-07 0.138136-07 0.150936-07 0.164356-07 0.17840E-07 0.19307E-07 0.20838E-07 0.22433E-07 0.24096E-07 0.25827E-07 0.276276-07 0.294986-07 0.314436-07 TUT 004 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.11661E-02 0.12391E-02 0.13149E-02 0.13934E-02 O.U747E-02 0.15S89E-02 0.16460E-02 0.17361E-02 0.18290E-02 0.19249E-02 0.20237E-02 0.21254E-02 0.22298E-02 0.23369E-02 0.24464E-02 0.25S83E-02 0.26722E-02 0.27880E-02 0.29055E-02 0.30242E-02 0.31439E-02 0.32642E-02 0.33849E-02 0.35054E-02 0.36255E-02 0.37446E-02 0.38625E-02 0.39786E-02 0.40925E-02 0.42039E-02 0.43123E-02 0.44172E-02 0.45183E-02 0.46151E-02 0.47074E-02 0.47946E-02 0.48765E-02 0.49527E-02 0.50230E-02 0.50870E-02 0.51444E-02 0.51950E-02 O.S2386E-02 0.52749E-02 0.53039E-02 0.53253E-02 O.S3391E-02 O.S3451E-02 0.53431E-02 O.S3333E-02 0.53155E-02 0.52897E-02 0.52559E-02 0.52140E-02 0.51642E-02 0.51065E-02 O.S0409E-02 0.49675E-02 0.48863E-02 0.47975E-02 0.47010E-02 0.45971E-02 0.44857E-02 0.43671E-02 0.42412E-02 0.41082E-02 0.39682E-02 0.38212E-02 0.36674E-02 0.35068E-02 0.12634E-02 0.13425E-02 0.14245E-02 0.15096E-02 0.15977E-02 0.16890E-02 0.17833E-02 0.18809E-02 0.19816E-02 0.20855E-02 0.21925E-02 0.23027E-02 0.24159E-02 0.25318E-02 0.26505E-02 0.2771 7E-02 0.28952E-02 0.30206E-02 0.31478E-02 0.32765E-02 0.34062E-02 0.35366E-02 0.36673E-02 0.37979E-02 0.39279E-02 0.40570E-02 0.41847E-02 0.43105E-02 0.44340E-02 0.45546E-02 0.46720E-02 0.47857E-02 0.48952E-02 0.50001E-02 0.51001E-02 0.51946E-02 0.52833E-02 0.536S9E-02 0.54420E-02 0.5S113E-02 0.55735E-02 0.56284E-02 0.56756E-02 0.571SOE-02 0.57464E-02 0.57696E-02 0.57845E-02 0.57910E-02 0.57889E-02 O.S7782E-02 0.57589E-02 0.57310E-02 O.S6943E-02 O.S6490E-02 0.55951E-02 0.55325E-02 0.54614E-02 0.53819E-02 0.52939E-02 0.51977E-02 0.50932E-02 0.49806E-02 0.48600E-02 0.47314E-02 0.4S950E-02 0.44509E-02 0.42992E-02 0.41400E-02 0.39733E-02 0.37993E-02 0.33462E-07 0.35557E-07 0.37730E-07 0.39983E-07 0.42318E-07 0.44734E-07 0.47234E-07 0.49817E-07 0.5248SE-07 0.55236E-07 0.58071E-07 0.60988E-07 0.63986E-07 0.67058E-07 0.70201E-07 0.7341 IE-07 0.76681E-07 0.80004E-07 0.83373E-07 0.86780E-07 0.90215E-07 0.93669E-07 0.97130E-07 0.10059E-06 0.10403E-06 0.10745E-06 0.11084E-06 0.11417E-06 0.11744E-06 0.12063E-06 0.12374E-06 0.12675E-06 0.12965E-06 0.13243E-06 0.13508E-06 0.13758E-06 0.13993E-06 0.14212E-06 0.14414E-06 0.14597E-06 0.14762E-06 0.14907E-06 0.15032E-06 0.15137E-06 0.15220E-06 0.15281E-06 0.15321E-06 0.15338E-06 0.15332E-06 0.1S304E-06 0.15253E-06 0.15179E-06 0.15082E-06 0.14962E-06 0.14819E-06 0.14653E-06 0.14465E-06 0.14254E-06 0.14021E-06 0.13766E-06 0.13490E-06 0.13192E-06 0.12872E-06 0.12532E-06 0.12170E-06 0.11789E-06 0.11387E-06 0.10965E-06 0.10524E-06 0.10063E-06 POLYGON I TIM: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 40.000 Cgas(g/cu.ft) 0.50783E-05 0.10906E-04 0.17493E-04 0.248S2E-04 0.32995E-04 0.41936E-04 0.51690E-04 0.62272E-04 0.73698E-04 0.8S987E-04 0.99156E-04 0.11322E-03 0.12821E-03 0.14413E-03 0.16100E-03 0.17886E-03 Cliq(g/cu.ft) 0.55020E-05 0.11816E-04 0.18952E-04 0.26925E-04 0.35747E-04 0.45434E-04 O.S6002E-04 0.67467E-04 0.79847E-04 0.93161E-04 0.10743E-03 0.12267E-03 0.13890E-03 0.15615E-03 0.17443E-03 0.19378E-03 Csol<g/g) 0.14573E-09 0.31295E-09 0.50197E-09 0.71313E-09 0.94680E-09 0.12034E-08 0.14833E-08 0.17869E-08 0.21148E-08 0.24674E-08 0.28453E-08 0.32490E-08 0.36789E-08 0.41358E-08 0.46201E-08 0.51323E-08 TUT 004 2216 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON lime: Cell 1 2 0.19771E-03 0.21757E-03 0.23847E-03 0.26043E-03 0.28346E-03 0.30759E-03 0.33283E-03 0.35920E-03 0.38672E-03 0.41541E-03 0.44527E-03 0.47634E-03 0.50862E-03 0.54214E-03 0.57690E-03 0.61291E-03 0.65020E-03 0.68878E-03 0.72865E-03 0.76983E-03 0.81232E-03 0.85613E-03 0.90128E-03 0.94775E-03 0.99556E-03 0.10447E-02 0.10952E-02 0.11469E-02 0.12000E-02 0.12543E-02 0.13100E-02 0.13668E-02 0.14248E-02 0.14839E-02 0.15442E-02 0.16054E-02 0.16676E-02 0.17307E-02 0.17946E-02 0.18592E-02 0.19243E-02 0.19900E-02 0.20560E-02 0.21222E-02 0.21884E-02 0.22S46E-02 0.23206E-02 0.23862E-02 0.24512E-02 0.25154E-02 0.25787E-02 0.26409E-02 0.27017E-02 0.27610E-02 0.28185E-02 0.28740E-02 0.29274E-02 0.29784E-02 0.30268E-02 0.30723E-02 0.31148E-02 0.31541E-02 0.31898E-02 0.32219E-02 0.32500E-02 0.32740E-02 0.32937E-02 0.33089E-02 0.33193E-02 0.33249E-02 0.33253E-02 0.33204E-02 0.33101E-02 0.32941E-02 0.32723E-02 0.32446E-02 0.32107E-02 0.31706E-02 0.31240E-02 0.30709E-02 0.301 11E-02 0.29444E-02 0.28708E-02 0.27901E-02 I 50.000 Cgas(g/cu.ft> 0.25955E-05 0.55727E-05 0.21420E-03 0.23572E-03 0.2S837E-03 0.28215E-03 0.3071 IE-03 0.33325E-03 0.36060E-03 0.38917E-03 0.41898E-03 0.45006E-03 0.48242E-03 0.51608E-03 0.55106E-03 0.58737E-03 0.62S02E-03 0.66405E-03 0.70445E-03 0.74624E-03 0.78944E-03 0.83405E-03 0.88009E-03 0.92756E-03 0.97646E-03 0.10268E-02 0.10786E-02 0.11318E-02 0.11865E-02 0.12426E-02 0.13001E-02 0.13590E-02 0.14192E-02 0.14808E-02 0.15437E-02 0.16077E-02 0.16730E-02 0.17394E-02 0.18068E-02 0.18751E-02 0.19443E-02 0.20143E-02 0.20849E-02 0.21560E-02 0.22275E-02 0.22992E-02 0. 237106-02 0.24427E-02 0.25142E-02 0.2S852E-02 0.26557E-02 0.27253E-02 0.27938E-02 0.28612E-02 0.29271E-02 0.29913E-02 0.30536E-02 0.31138E-02 0.31716E-02 0.32269E-02 0.32793E-02 0.33286E-02 0.33747E-02 0.34172E-02 0.34559E-02 0.34906E-02 0.35211E-02 0.35472E-02 0.35685E-02 0.35849E-02 0.35963E-02 0.36022E-02 0.36027E-02 0.35974E-02 0.35862E-02 0.35689E-02 0.35453E-02 0.35153E-02 0.34786E-02 0.34351E-02 0.33847E-02 0.33271E-02 0.32623E-02 0.31901E-02 0.31103E-02 0.30229E-02 Cliq(g/cu.ft) 0.28120E-05 0.60376E-05 0.56732E-08 0.62433E-08 0.68430E-08 0.74731E-08 0.81341E-08 0.88264E-08 0.95507E-08 0.10307E-07 0.11097E-07 0.11920E-07 0.12777E-07 0.13669E-07 0.14595E-07 0.15557E-07 0.16554E-07 0.17588E-07 0.18658E-07 0.19765E-07 0.20909E-07 0.22090E-07 0.23310E-07 0.24567E-07 0.25863E-07 0.27196E-07 0.28568E-07 0.29978E-07 0.31426E-07 0.32912E-07 0.34434E-07 0.35994E-07 0.37590E-07 0.39220E-07 0.40885E-07 0.42582E-07 0.4431 IE-07 0.46068E-07 0.47854E-07 0.49664E-07 0.51497E-07 0.53350E-07 0.55220E-07 0.571 03E-07 0.58996E-07 0.60896E-07 0.62798E-07 0.64698E-07 0.66591E-07 0.68472E-07 0.70337E-07 0.72181E-07 0.73997E-07 0.75781E-07 0.77526E-07 0.79227E-07 0.80877E-07 0.82472E-07 0.84003E-07 0.85467E-07 0.86855E-07 0.88162E-07 0.89381E-07 0.90507E-07 0.91533E-07 0.92453E-07 0.93260E-07 0.93950E-07 0.94515E-07 0.94950E-07 0.95250E-07 0.95408E-07 0.95421E-07 0.95281E-07 0.94985E-07 0.94526E-07 0.93901E-07 0.93105E-07 0.92133E-07 0.90982E-07 0.89645E-07 0.88121E-07 0.86404E-07 0.84492E-07 0.82380E-07 0.80064E-07 CsoUg/a) 0.74478E-10 0.15991E-09 TUT 004 2217 3456789 10 11 12 13U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 0.89367E-05 0.12693E-04 0.16848E-04 0.21408E-04 0.26380E-04 0.31771E-04 0.375906-04 0.438446-04 0.505426-04 0.576936-04 0.653056-04 0.733886-04 0.819516-04 0.910056-04 0.100566-03 0.110626-03 0.121206-03 0.132326-03 0.143976-03 0.156176-03 0.168936-03 0.182266-03 0.196166-03 0.210666-03 0.225756-03 0.241456-03 0.257766-03 0.274696-03 0.292256-03 0.310446-03 0.329286-03 0.348776-03 0.368916-03 0.389706-03 0.411166-03 0.433286-03 0.456076-03 0.479536-03 0.503656-03 0.528446-03 0.553896-03 0.580006-03 0.606776-03 0.634196-03 0.662256-03 0.690946-03 0.720246-03 0.750156-03 0.780666-03 0.811736-03 0.843356-03 0.875506-03 0.908146-03 0.941266-03 0.974826-03 0.100886-02 0.104316-02 0.107786-02 0.111276-02 0.114786-02 0.118316-02 0.121866-02 0.125406-02 0.128956-02 0.132496-02 0.136016-02 0.139516-02 0.142976-02 0.146396-02 0.149776-02 0.153086-02 0.156326-02 0.159476-02 0.162546-02 0.165506-02 0.168346-02 0.171066-02 0.173646-02 0.176066-02 0.178316-02 0.180386-02 0.182266-02 0.183926-02 0.185376-02 0.186576-02 0.187526-02 0.188196-02 0.188596-02 0.188686-02 0.188456-02 0.968226-05 0.137526-04 0.182546-04 0.231946-04 0.285816-04 0.344226-04 0.407266-04 0.475026-04 0.547596-04 0.625066-04 0.707536-04 0.795106-04 0.887886-04 0.985976-04 0.108956-03 0.119856-03 0.131316-03 0.143356-03 0.155986-03 0.169206-03 0.183026-03 0.197466-03 0.212536-03 0.228236-03 0.244586-03 0.261596-03 0.279266-03 0.297606-03 0.316636-03 0.336346-03 0.356756-03 0.377866-03 0.399686-03 0.422216-03 0.445466-03 0.469436-03 0.494126-03 0.519536-03 0.545676-03 0.572526-03 0.600106-03 0.628396-03 0.657396-03 0.687106-03 0.717496-03 0.748586-03 0.780336-03 0.812736-03 0.845786-03 0.879446-03 0.913706-03 0.948536-03 0.983906-03 0.101986-02 0.105616-02 0.109296-02 0.113016-02 0.1 16776-02 0.120556-02 0.124366-02 0.128186-02 0.132026-02 0.135876-02 0.139716-02 0.143546-02 0.147366-02 0.151146-02 0.154906-02 0.158616-02 0.162266-02 0.165856-02 0.169366-02 0.172786-02 0.176106-02 0.179316-02 0.182396-02 0.185336-02 0.188126-02 0.190746-02 0.193196-02 0.195436-02 0.197466-02 0.199276-02 0.200836-02 0.202136-02 0.203166-02 0.203896-02 0.204326-02 0.204426-02 0.204176-02 0.256446-09 0.364236-09 0.483466-09 0.614316-09 0.756986-09 0.911696-09 0.107876-08 0.125816-08 0.145036-08 0.165556-08 0.187406-08 0.210596-08 0.235166-08 0.261146-08 0.288566-08 0.317436-08 0.347806-08 0.379686-08 0.413126-08 0.448136-08 0.484746-08 0.522996-08 0.562906-08 0.604496-08 0.647806-08 0.692846-08 0.739646-08 0.78822E-08 0.838616-08 0.890836-08 0.944886-08 0.100086-07 0.105866-07 0.111836-07 0.117986-07 0.124336-07 0.130876-07 0.137606-07 0.144526-07 0.151646-07 0.158946-07 0.166436-07 0.174126-07 0.181986-07 0.190036-07 0.198276-07 0.206686-07 0.215266-07 0.224016-07 0.232936-07 0.242006-07 0.251236-07 0.260606-07 0.270106-07 0.279736-07 0.289476-07 0.299326-07 0.309266-07 0.319296-07 0.329376-07 0.339516-07 0.349676-07 0.359856-07 0.370036-07 0.380186-07 0.390296-07 0.400326-07 0.410266-07 0.420086-07 0.429766-07 0.439266-07 0.448556-07 0.457626-07 0.466416-07 0.474916-07 0.483076-07 0.490876-07 0.498266-07 0.505206-07 0.511676-07 0.517616-07 0.522996-07 0.527786-07 0.531916-07 0.535366-07 0.538086-07 0.540036-07 0.541156-07 0.541426-07 0.540776-07 TUT 004 2218 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 0.18789E-02 0.18699E-02 0.18571E-02 0. 184066-02 0.18201E-02 0.17955E-02 0.17665E-02 0.17331E-02 I 60.000 Cgas(g/cu.ft) 0.13297E-05 0.28549E-05 0.45781E-05 0.65021E-05 0.86300E-05 0.10965E-04 0.13511E-04 0.16271E-04 0.19250E-04 0.22451E-04 0.25879E-04 0.29538E-04 0.33433E-04 0.37568E-04 0.41948E-04 0.46578E-04 0.51462E-04 0.56607E-04 0.62015E-04 0.67694E-04 0.73647E-04 0.79879E-04 0.86396E-04 0.93202E-04 0.10030E-03 0.10770E-03 0.11540E-03 0.12341E-03 0.13174E-03 0.14037E-03 0.14933E-03 0.15862E-03 0.16822E-03 0.178166-03 0.18843E-03 0.19904E-03 0.20998E-03 0.22127E-03 0.23289E-03 0.24485E-03 0.25715E-03 0.26979E-03 0.28277E-03 0.29609E-03 0.30975E-03 0.32373E-03 0.33805E-03 0.35268E-03 0.36764E-03 0.38291E-03 0.39848E-03 0.41435E-03 0.43051E-03 0.44694E-03 0.46364E-03 0.48059E-03 0.49778E-03 0.51520E-03 0.53282E-03 0.55063E-03 0.56861E-03 0.58673E-03 0.60498E-03 0.62333E-03 0.64175E-03 0.66021E-03 0.67869E-03 0.69715E-03 0.71SS6E-03 0.73387E-03 0.75206E-03 0.77007E-03 0.78787E-03 0.80541E-03 0.82264E-03 0.83952E-03 0.85597E-03 0.87196E-03 0.20357E-02 0.20259E-02 0.20121E-02 0.19942E-02 0.19719E-02 0.19452E-02 0.191396-02 0.187776-02 Cliq(g/cu.ft) 0.14407E-05 0.30931E-05 0.49600E-05 0.70445E-05 0.935006-05 0.11880E-04 0.14638E-04 0.17629E-04 0.20856E-04 0.24324E-04 0.28038E-04 0.32003E-04 0.36222E-04 0.40702E-04 0.45448E-04 0.50464E-04 0.55756E-04 0.61329E-04 0.67189E-04 0.73341E-04 0.79790E-04 0.86543E-04 0.93603E-04 0.10098E-03 0.10867E-03 0.11669E-03 0.12503E-03 0.13371E-03 0.14273E-03 0.15209E-03 0.16179E-03 0.17185E-03 0.18226E-03 0.19303E-03 0.20415E-03 0.21565E-03 0.227SOE-03 0.23972E-03 0.25232E-03 0.26528E-03 0.27860E-03 0.29230E-03 0.30636E-03 0.32079E-03 0.33559E-03 0.35074E-03 0.36625E-03 0.38211E-03 0.39831E-03 0.41485E-03 0.43172E-03 0.44892E-03 0.46642E-03 0.48423E-03 O.S0232E-03 0.52069E-03 0.53931E-03 0.55818E-03 0.57727E-03 0.59656E-03 0.61604E-03 0.63568E-03 0.65545E-03 0.67533E-03 0.69529E-03 0.71529E-03 0.73531E-03 0.75531E-03 0.77525E-03 0.79509E-03 0.81480E-03 0.83432E-03 0.85360E-03 0.87260E-03 0.89127E-03 0.90955E-03 0.92738E-03 0.94470E-03 0.53917E-07 0.53657E-07 0.53292E-07 0.52817E-07 0.52229E-07 0.51522E-07 0.50691E-07 0.49732E-07 CsoKg/g) 0.38157E-10 0.81923E-10 0.13137E-09 0.18658E-09 0.24764E-09 0.31465E-09 0.38771E-09 0.46692E-09 0.55239E-09 0.64425E-09 0.74262E-09 0.84762E-09 0.95938E-09 0.107806-08 0.120376-08 0.13366E-08 0.147676-08 0.16243E-08 0.17796E-08 0.19425E-08 0.211336-08 0.22922E-08 0.24792E-08 0.26745E-08 0.28782E-08 0.309056-08 0.331166-08 0.354146-08 0.378026-08 0.402816-08 0.428S2E-08 0.455156-08 0.48273E-08 0.511246-08 0.54072E-08 0.57115E-08 0.602566-08 0.63493E-08 0.668286-08 0.70260E-08 0.73791E-08 0.77418E-08 0.811436-08 0.84965E-08 0.88883E-08 0.92896E-08 0.970046-08 0.101206-07 0.105SOE-07 0.10988E-07 0.114356-07 0.11890E-07 0.123546-07 0.12825E-07 0.133046-07 0.13791E-07 0.14284E-07 0.14784E-07 0.15289E-07 0.15801E-07 0.163166-07 0.16836E-07 0.173606-07 0.17887E-07 0.18415E-07 0.18945E-07 0.19475E-07 0.200056-07 0.205336-07 0.21059E-07 0.215816-07 0.22098E-07 0.22608E-07 0.231 12E-07 0.236066-07 0.24090E-07 0.24562E-07 0.25021E-07 TUT 004 219 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 0.88742E-03 0.90229E-03 0.91650E-03 0.93000E-03 0.94270E-03 0.95455E-03 0.96545E-03 0.97534E-03 0.98413E-03 0.99175E-03 0.99810E-03 0.10031E-02 0.10067E-02 0.10087E-02 0.10091E-02 0.10077E-02 0.10046E-02 0.99946E-03 0.99232E-03 0.98303E-03 0.97149E-03 0.95758E-03 I 70.000 Cgas(g/cu.ft> 0.68158E-06 0.14633E-05 0.23466E-05 0.33327E-05 O.U234E-05 0.56202E-05 0.69250E-05 0.83397E-05 0.98663E-05 0.11507E-04 0.13264E-04 0.15139E-04 0.17134E-04 0.19253E-04 0.21497E-04 0.23870E-04 0.26372E-04 0.29008E-04 0.31779E-04 0.34688E-04 0.37737E-04 0.40929E-04 0.44267E-04 0.47753E-04 0.51389E-04 0.55179E-04 0.59123E-04 0.63225E-04 0.67486E-04 0.71908E-04 0.76495E-04 0.81246E-04 0.86165E-04 0.912S3E-04 0.96510E-04 0.10194E-03 0.10754E-03 0.11331E-03 0.11926E-03 0.12538E-03 0.13168E-03 0.13815E-03 0.14479E-03 0.15161E-03 0.15860E-03 0.16575E-03 0.17308E-03 0.18057E-03 0.18823E-03 0.19604E-03 0.20401E-03 0.21214E-03 0.22041E-03 0.22882E-03 0.23738E-03 0.24606E-03 0.25487E-03 0.26379E-03 0.27282E-03 0.28195E-03 0.29117E-03 0.30047E-03 0.30984E-03 0.31927E-03 0.96145E-03 0.97756E-03 0.99296E-03 0.10076E-02 0.10213E-02 0.10342E-02 0.10460E-02 0.10567E-02 0.10662E-02 0.10745E-02 0.10814E-02 0.10868E-02 0.10906E-02 0.10928E-02 0.10933E-02 0.10918E-02 0.10884E-02 0.10828E-02 0.10751E-02 0.10650E-02 0.10525E-02 0.10375E-02 Cliq(g/cu.ft) 0.73844E-06 0.15854E-05 0.25423E-05 0.36107E-05 0.47924E-05 0.60890E-05 0.75027E-05 0.90354E-05 0.10689E-04 0.12467E-04 0.14370E-04 0.16402E-04 0.18564E-04 0.20859E-04 0.23291E-04 0.25861E-04 0.28572E-04 0.31428E-04 0.34430E-04 0.37581E-04 0.40885E-04 0.44344E-04 0.47960E-04 0.51737E-04 0.55677E-04 0.59782E-04 0.64055E-04 0.68499E-04 0.73116E-04 0.77907E-04 0.82876E-04 0.88024E-04 0.93353E-04 0.98865E-04 0.10456E-03 0.11044E-03 0.11651E-03 0.12277E-03 0.12921E-03 0.13584E-03 0.14266E-03 0.14967E-03 0.15687E-03 0.16426E-03 0.17183E-03 0.17958E-03 0.18752E-03 0.19563E-03 0.20393E-03 0.21240E-03 0.22103E-03 0.22983E-03 0.23880E-03 0.24791E-03 0.25718E-03 0.26659E-03 0.27613E-03 0.28S80E-03 0.29558E-03 0.30548E-03 0.31547E-03 0.32S54E-03 0.33569E-03 0.34590E-03 0.2S465E-07 0.25892E-07 0.26299E-07 0.26687E-07 0.27051E-07 0.27391E-07 0.27704E-07 0.27988E-07 0.28240E-07 0.28459E-07 0.28641E-07 0.287846-07 0.28887E-07 0.28945E-07 0.28956E-07 0.28917E-07 0.28826E-07 0.28680E-07 0.28475E-07 0.28209E-07 0.27877E-07 0.27478E-07 CsoUg/g) 0.19558E-10 0.41991E-10 0.67336E-10 0.95634E-10 0.12693E-09 0.16127E-09 0.19872E-09 0.23931E-09 0.28312E-09 0.33019E-09 0.38060E-09 0.43441E-09 0.49168E-09 0.55248E-09 0.61688E-09 0.68495E-09 0.75676E-09 0.83239E-09 0.91190E-09 0.99537E-09 0.10829E-08 0.11745E-08 0.12703E-08 0.13703E-08 0.14746E-08 0.15834E-08 0.16966E-08 0.18143E-08 0.19365E-08 0.20634E-08 0.21950E-08 0.23314E-08 0.24725E-08 0.26185E-08 0.27694E-08 0.29252E-08 0.30859E-08 0.32516E-08 0.34223E-08 0.35979E-08 0.37786E-08 0.39642E-08 0.41549E-08 0.43505E-08 0.45510E-08 0.47564E-08 0.49666E-08 0.51815E-08 0.54012E-08 0.56255E-08 0.58542E-08 0.60873E-08 0.63247E-08 0.65662E-08 0.68116E-08 0.70608E-08 0.73135E-08 0.75696E-08 0.78287E-08 0.80908E-08 0.83554E-08 0.86222E-08 0.88911E-08 0.91615E-08 TUT O04 O 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0.32874E-03 0.33823E-03 0.34774E-03 0.35725E-03 0.36675E-03 0.37620E-03 0.38560E-03 0.39493E-03 0.40416E-03 0.41328E-03 0.4222SE-03 0.43106E-03 0.43968E-03 0.44807E-03 0.45622E-03 0.46410E-03 0.47166E-03 0.47888E-03 0.48573E-03 0.49216E-03 0.49814E-03 0.50364E-03 0.50861E-03 0.51300E-03 0.51678E-03 0.51991E-03 0.52233E-03 0.52399E-03 0.52485E-03 0.52485E-03 0.52394E-03 0.52207E-03 0.51917E-03 0.51520E-03 0.51009E-03 0.50377E-03 I 80.000 Cgas(g/cu.ft> 0.34938E-06 0.75011E-06 0.12029E-05 0.17084E-05 0.22674E-05 0.28809E-05 0.35498E-05 0.42749E-05 0.50575E-05 0.58984E-05 0.679896-05 0.77600E-05 0.87830E-05 0.98690E-05 0.11019E-04 0.12235E-04 0.13518E-04 0.14869E-04 0.16289E-04 0.17780E-04 0.19343E-04 0.20979E-04 0.22690E-04 0.24477E-04 0.26340E-04 0.28282E-04 0.30304E-04 0.32406E-04 0.34590E-04 0.36856E-04 0.39206E-04 0.41641E-04 0.44162E-04 0.46769E-04 0.49463E-04 0.52245E-04 0.55115E-04 0.58073E-04 0.61121E-04 0.64258E-04 0.67483E-04 0.70798E-04 0.74202E-04 0.77694E-04 0.81274E-04 0.84941E-04 0.88695E-04 0.92533E-04 0.96455E-04 0.10046E-03 0.35616E-03 0.36645E-03 0.37675E-03 0.38706E-03 0.39734E-03 0.40759E-03 0.41777E-03 0.42788E-03 0.43788E-03 0.44776E-03 0.45748E-03 0.46702E-03 0.47636E-03 0.48545E-03 0.49428E-03 0.50281E-03 0.51101E-03 0.51883E-03 0.52625E-03 0.53322E-03 0.53970E-03 0.54S65E-03 0.55104E-03 0.55580E-03 0.55990E-03 0.56328E-03 0.56590E-03 0.56770E-03 0.56863E-03 0.56863E-03 0.56765E-03 0.56562E-03 0.56249E-03 0.55818E-03 0.55264E-03 0.54580E-03 Clig(g/cu.ft) 0.37853E-06 0.81269E-06 0.13032E-OS 0.18509E-05 0.24566E-05 0.31213E-05 0.38459E-05 0.46316E-05 0.54794E-05 0.63905E-05 0.73660E-05 0.84074E-05 0.95157E-05 0.10692E-04 0.11939E-04 0.13256E-04 0.14646E-04 0.16109E-04 0.17648E-04 0.19263E-04 0.20957E-04 0.22729E-04 0.24583E-04 0.26519E-04 0.28538E-04 0.30642E-04 0.32832E-04 0.35109E-04 0.37475E-04 0.39931E-04 0.42477E-04 0.451 15E-04 0.47B46E-04 0.50671E-04 0.53589E-04 0.56603E-04 O.S9713E-04 0.62918E-04 0.66220E-04 0.69618E-04 0.731 13E-04 0.76704E-04 0.80392E-04 0.84176E-04 0.88054E-04 0.92027E-04 0.96094E-04 0.10025E-03 0.10450E-03 0.10884E-03 0.94332E-08 0.97057E-08 0.99786E-08 0.10252E-07 0.10524E-07 0.10795E-07 0.11065E-07 0.11333E-07 0.11598E-07 0.11859E-07 0.12117E-07 0.12369E-07 0.12617E-07 0.12858E-07 0.13092E-07 0.13317E-07 0.13534E-07 0.13742E-07 0.13938E-07 0.14123E-07 0.14294E-07 0.14452E-07 0.14595E-07 0.14721E-07 0.14829E-07 0.14919E-07 0.14988E-07 0.15036E-07 0.15061E-07 0.15061E-07 0.15035E-07 0.14981E-07 0.14898E-07 0.14784E-07 0.14637E-07 0.14456E-07 CsoKg/g) 0.10026E-10 0.21525E-10 0.34517E-10 0.49022E-10 0.65065E-10 0.82669E-10 0.10186E-09 0.12267E-09 0.14513E-09 0.16926E-09 0.19510E-09 0.22268E-09 0.25203E-09 0.28320E-09 0.31621E-09 0.351106-09 0.38791E-09 0.42667E-09 0.46742E-09 0.51021E-09 0.55506E-09 0.60201E-09 0.65110E-09 0.70237E-09 0.75585E-09 0.81157E-09 0.86958E-09 0.92990E-09 0.99256E-09 0.10576E-08 0.11250E-08 0.11949E-08 0.12672E-08 0.13421E-08 0.14194E-08 0.14992E-08 0.15815E-08 0.16664E-08 0.17539E-08 0.18439E-08 0.19365E-08 0.20316E-08 0.21293E-08 0.22295E-08 0.23322E-08 0.24374E-08 0.25451E-08 0.26553E-08 0.27678E-08 0.28827E-08 TUT CO 4 2221 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Time: Cell1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 0.10454E-03 0.10871E-03 0.11294E-03 0.11726E-03 0.12164E-03 0.12609E-03 0.13060E-03 0.13517E-03 0.13980E-03 0.14448E-03 0.14921E-03 0.15398E-03 0.15878E-03 0. 163616-03 0.16847E-03 0.17334E-03 0.17822E-03 0.18310E-03 0.18797E-03 0.19283E-03 0.19766E-03 0.20245E-03 0.20719E-03 0.21188E-03 0.21650E-03 0.22103E-03 0.22547E-03 0.22980E-03 0.23401E-03 0.23808E-03 0.24200E-03 0.24574E-03 0.24930E-03 0.25265E-03 0.2S577E-03 0.25865E-03 0.26127E-03 0.26359E-03 0.26562E-03 0.26731E-03 0.26864E-03 0.26960E-03 0.27015E-03 0.27026E-03 0.26992E-03 0.26910E-03 0.26775E-03 0.26586E-03 0.26339E-03 0.26032E-03 I 90.000 Cgas(g/cu.ft) 0.17909E-06 0.38451E-06 0.61659E-06 0.87572E-06 0.11623E-05 0.14768E-05 0.18196E-OS 0.21914E-05 0.2592SE-05 0.30235E-05 0.34851E-05 0.39778E-05 0.45022E-05 0.50S89E-05 0.56486E-05 0.62719E-05 0.69294E-05 0.76218E-05 0.83499E-05 0.91141E-05 0.99153E-05 0.107S4E-04 0.116316-04 0.12547E-04 0.13502E-04 0.14497E-04 0.15534E-04 0.16611E-04 0.17730E-04 0.18892E-04 0.20097E-04 0.2134SE-04 0.22637E-04 0.23973E-04 0.25354E-04 0.267806-04 0.11326E-03 0.11777E-03 0.12237E-03 0.12704E-03 0.13179E-03 0.13661E-03 0.14150E-03 0.14645E-03 0.15147E-03 0.15654E-03 0.16166E-03 0.16682E-03 0.17203E-03 0.17726E-03 0.18252E-03 0.18780E-03 0.19309E-03 0.19837E-03 0.20365E-03 0.20891E-03 0.21414E-03 0.21934E-03 0.22448E-03 0.22956E-03 0.23456E-03 0.23947E-03 0.24428E-03 0.24898E-03 0.2S3S3E-03 0.2S794E-03 0.26218E-03 0.26624E-03 0.27009E-03 0.27372E-03 0.27711E-03 0.28023E-03 0.28306E-03 0.28558E-03 0.28777E-03 0.28960E-03 0.29105E-03 0.29209E-03 0.29268E-03 0.29281E-03 0.29244E-03 0.29155E-03 0.29009E-03 0.28804E-03 0.28537E-03 0.28203E-03 Cliq(g/cu.ft) 0.19404E-06 0.41659E-06 0.66803E-06 0.94877E-06 0.12593E-05 0.16000E-05 0.19714E-05 0.23742E-05 0.28087E-05 0.32758E-05 0.37759E-05 0.43096E-05 0.48778E-05 0.54809E-05 0.61198E-05 0.67951E-05 0.75075E-05 0.82577E-05 0.90464E-05 0.98745E-05 0.10742E-04 0.11651E-04 0.12601E-04 0.13593E-04 0.14628E-04 0.15707E-04 0.16829E-04 0.17997E-04 0.19210E-04 0.20468E-04 0.21774E-04 0.23126E-04 0.245266-04 0.2S973E-04 0.27469E-04 0.29014E-04 0.29999E-08 0.31194E-08 0.32410E-08 0.33647E-08 0.34905E-08 0.36181E-08 0.37476E-08 0.38789E-08 0.401 17E-08 0.41460E-08 0.42816E-08 0.44184E-08 0.45563E-08 0.46949E-08 0.48343E-08 0. 497406-08 0.511416-08 0.52S41E-08 O.S3939E-08 0.55332E-08 0.567186-08 0.580936-08 0.59455E-08 0.60800E-08 0.621256-08 0.634276-08 0.647016-08 0.659436-08 0.671516-08 0.683186-08 0.694426-08 0.70S16E-08 0.71S36E-08 0.72498E-08 0.73394E-08 0.74221E-08 0.74971E-08 0.756406-08 0.76219E-08 0.76704E-08 0.770876-08 0.773626-08 0.77519E-08 0.77S53E-08 0.77456E-08 0.77218E-08 0.76833E-08 0.76290E-08 0.75582E-08 0.74699E-08 CsoUg/g) 0.51392E-11 0.110546-10 0.176936-10 0.25129E-10 0.333536-10 0.423776-10 0.522156-10 0.62882E-10 0.74392E-10 0.867626-10 0.100016-09 0.114146-09 0.129196-09 0.14517E-09 0.162096-09 0.17997E-09 0.19884E-09 0.218716-09 0.23960E-09 0.261536-09 0.28452E-09 0.30859E-09 0.333756-09 0.360036-09 0.387456-09 0.416016-09 0.44574E-09 0.47666E-09 0.508786-09 0.542126-09 0.576696-09 0.612516-09 0.64958E-09 0.68792E-09 0.72755E-09 0.76846E-09 TUT OO4 22: 37 38 39 40 41 42 43 44 45 46 47 48 49 SO 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.28251E-04 0.29767E-04 0.31330E-04 0.32937E-04 0.34591E-04 0.36290E-04 0.38034E-04 0.39824E-04 0.41659E-04 0.43538E-04 0.45462E-04 0.47429E-04 0.49440E-04 0.51492E-04 0.53585E-04 0.55718E-04 0.57891E-04 0.60101E-04 0.62347E-04 0.64627E-04 0.66940E-04 0.69284E-04 0.71657E-04 0.74055E-04 0.76478E-04 0.78922E-04 0.81384E-04 0.83861E-04 0.86350E-04 0.88847E-04 0.91348E-04 0.93850E-04 0.96348E-04 0.98838E-04 0.10131E-03 0.10377E-03 0.10621E-03 0.10861E-03 0.11098E-03 0.11331E-03 0.11558E-03 0.11781E-03 0.11997E-03 0.12206E-03 0.12407E-03 0.12599E-03 0.12782E-03 0.12955E-03 0.13116E-03 0.13264E-03 0.13399E-03 0.13520E-03 0.13624E-03 0.13712E-03 0.13782E-03 0.13832E-03 0.13862E-03 0.13870E-03 0.13855E-03 0.13814E-03 0.13748E-03 0.13653E-03 0.13529E-03 0.13374E-03 0.306086-04 0.322S1E-04 0.33943E-04 0.35685E-04 0.37476E-04 0.39317E-04 0.41207E-04 0.43146E-04 0.45134E-04 0.471 71E-04 0.49255E-04 0.51386E-04 0.53564E-04 0.55787E-04 0.58055E-04 0.60367E-04 0.62720E-04 0.651 146-04 0.67548E-04 0.70019E-04 0.72525E-04 0.75064E-04 0.77634E-04 0. 802336-04 0.828S8E-04 0.85S06E-04 0.88173E-04 0.90857E-04 0.93553E-04 0.96259E-04 0.98969E-04 0.10168E-03 0.10439E-03 0.1 07086-03 0.10977E-03 0.11243E-03 0.11507E-03 0.11767E-03 0.12024E-03 0.12276E-03 0.12523E-03 0.12764E-03 0.129986-03 0.13224E-03 0.13442E-03 0.13651E-03 0.13849E-03 0.14035E-03 0.14210E-03 0.14371E-03 0.14517E-03 0.14647E-03 0.14761E-03 0.14856E-03 0.14932E-03 0.14986E-03 0. 150196-03 0.15027E-03 0.150106-03 0.14967E-03 0.14894E-03 O.H792E-03 0.14658E-03 0.14490E-03 0.81067E-09 0.85419E-09 0.89901E-09 0.94515E-09 0.99259E-09 0.104136-08 0.109146-08 0.114286-08 0.11954E-08 0.12494E-08 0.13046E-08 0.13610E-08 0.141876-08 0.14776E-08 0.15376E-08 0.15989E-08 0.166126-08 0.17246E-08 0.17891E-08 0.18545E-08 0.192096-08 0.198816-08 0. 205626-08 0.212516-08 0.21946E-08 0.22647E-08 0.233536-08 0.240646-08 0.24778E-08 0.2549SE-08 0.26213E-08 0.26931E-08 0.27647E-08 0.28362E-08 0.290726-08 0.29778E-08 0.304766-08 0.311666-08 0. 318466-08 0.32514E-08 0.33168E-08 0.338066-08 0.3442SE-08 0.350256-08 0.356026-08 0.36155E-08 0.36679E-08 0.37174E-08 0.37636E-08 0.380626-08 0.38449E-08 0.38795E-08 0.390956-08 0.39348E-08 0.39548E-08 0.396936-08 0.39778E-08 0.398016-08 0.39756E-08 0.396406-08 0.39449E-08 0.391786-08 0.38822E-08 0.383776-08 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 I 100.000 Cgas(o/cu.ft) 0.91804E-07 0.197106-06 0.316076-06 0.44889E-06 0.595806-06 0.757006-06 0.93275E-06 0.112336-05 0.132896-05 0.15499E-05 0.17865E-05 0.20390E-05 0.23078E-05 0.25932E-05 0.28955E-05 0.32150E-05 0.355206-05 0.390706-05 0.428026-05 0.467196-05 0.50826E-05 0.55125E-05 Cliq(g/cu.ft) 0.99463E-07 0.21354E-06 0.34243E-06 0.48634E-06 0.64550E-06 0.82015E-06 0.101066-05 0.12170E-05 0.14398E-OS 0.16792E-05 0.19355E-05 0.220916-05 0.250046-05 0.280956-05 0.313706-05 0.34832E-05 0.38484E-05 0.42329E-05 0.46372E-05 0.506176-05 0.55066E-05 0.59724E-05 Csol(g/g> 0.26344E-11 0.56559E-11 0.906966-11 0.128816-10 0.17097E-10 0.217226-10 0.267666-10 0.32233E-10 0.38134E-10 0.444746-10 0.512646-10 0.585116-10 0.66224E-10 0.744136-10 0.83087E-10 0.9225SE-10 0.101936-09 0.112116-09 0.12282E-09 0.13406E-09 0.14585E-09 0.158186-09 TUT 004 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 0.596206-05 0.64315E-05 0.69212E-05 0.74314E-05 0.79626E-05 0.85149E-05 0.90887E-05 0.96842E-05 0.10302E-04 0.10942E-04 0.11604E-04 0.12289E-04 0.12997E-04 0.13727E-04 0.14481E-04 0.15259E-04 0.16059E-04 0.16884E-04 0.17731E-04 0.18602E-04 0.19496E-04 0.20414E-04 0.21354E-04 0.22318E-04 0.23304E-04 0.24312E-04 0.25342E-04 0.26394E-04 0.27467E-04 0.28561E-04 0.29674E-04 0.30807E-04 0.31958E-04 0.33127E-04 0.34313E-04 0.35514E-04 0.36730E-04 0.37960E-04 0.39202E-04 0.40454E-04 0.41716E-04 0.42986E-04 0.44262E-04 0.45542E-04 0.46824E-04 0.48106E-04 0.49387E-04 0.50663E-04 0.51932E-04 0.53192E-04 0.54440E-04 0.55673E-04 0.56887E-04 0.58080E-04 0.59249E-04 0.60389E-04 0.61496E-04 0.62568E-04 0. 636006-04 0.64587E-04 0.65525E-04 0.66409E-04 0.67235E-04 0.67997E-04 0.686906-04 0.69309E-04 0.69847E-04 0.70299E-04 0.70659E-04 0.70920E-04 0.71075E-04 0.71117E-04 0.71 0406-04 0.708366-04 0.704986-04 0.700166-04 0.69384E-04 0.68S93E-04 I 110.000 Cgas(g/cu.ft) 0.470596-07 0.10103E-06 0. 162026-06 0.230106-06 0.30541E-06 0.38804E-06 0.47813E-06 0.575806-06 0.64594E-05 0.696806-05 0.74986E-05 0.805146-05 0.86268E-05 0.92252E-05 0.98469E-05 0.10492E-04 0.111616-04 0.118546-04 0.12572E-04 0.133146-04 0. 140816-04 0.14873E-04 0.156906-04 0.16532E-04 0.173996-04 0.18292E-04 0.192106-04 0.20154E-04 0.211236-04 0.221176-04 0.231366-04 0.241796-04 0.252486-04 0.263406-04 0.274576-04 0.285966-04 0.29759E-04 0.30944E-04 0.32150E-04 0.33377E-04 0.34624E-04 0.35891E-04 0.371 75E-04 0.38477E-04 0.397956-04 0.411276-04 0.42472E-04 0.43829E-04 0.45196E-04 0.46572E-04 0.47954E-04 0.49341E-04 0.507306-04 0.52120E-04 0.53507E-04 0.548906-04 0.562656-04 0.57630E-04 0.58982E-04 0.603176-04 0.616336-04 0.62926E-04 0.641916-04 0.654266-04 0.666276-04 0.67788E-04 0.68905E-04 0.699756-04 0.709916-04 0.71949E-04 0.72844E-04 0.736706-04 0.74421E-04 0.750916-04 0.75674E-04 0.76164E-04 0.76554E-04 0.76836E-04 0.770046-04 0.770506-04 0.769676-04 0.76746E-04 0.76379E-04 0.75857E-04 0.75173E-04 0.74315E-04 Cliq(g/cu.ft) 0.509856-07 0.10946E-06 0.17553E-06 0.249306-06 0.33088E-06 0.42041E-06 0.51801E-06 0.62384E-06 0.171086-09 0.18455E-09 0.198616-09 0.21325E-09 0.22849E-09 0.24434E-09 0.260806-09 0.27789E-09 0.29561E-09 0.31397E-09 0.33298E-09 0.35263E-09 0.37294E-09 0.39391E-09 0.41555E-09 0.43786E-09 0.460836-09 0.48448E-09 0.508806-09 0.53379E-09 0.55945E-09 0.58578E-09 0.61277E-09 0.64041E-09 0.66871E-09 0.69764E-09 0.72721E-09 0.75740E-09 0.78819E-09 0.81957E-09 0.85152E-09 0.88402E-09 0.917066-09 0.950606-09 0.98462E-09 0.10191E-08 0.105406-08 0.10893E-08 0.112496-08 0.116096-08 0.119716-08 0.12335E-08 0.127016-08 0.13068E-08 0.13436E-08 0.138046-08 0.14172E-08 0.14538E-08 0.149026-08 0.15264E-08 0.15622E-08 0.15976E-08 0.16324E-08 0.16666E-08 0.170026-08 0.173296-08 0.17647E-08 0.17954E-08 0.182506-08 0.18S33E-08 0.188036-08 0.190566-08 0.19293E-08 0.195126-08 0.197116-08 0.19888E-08 0.200436-08 0.20173E-08 0.20276E-08 0.20351E-08 0.203956-08 0.20407E-08 0.20385E-08 0.20327E-08 0.202306-08 0.200916-08 0.199106-08 0.19683E-08 Csol(g/g) 0.135046-11 0.28992E-11 0.464916-11 0.660296-11 0.87637E-11 0.11135E-10 0.137206-10 0.165236-10 TUT 004 2224 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 0.68120E-06 0.79447E-06 0.91575E-06 0.10452E-05 0.11830E-05 0.13293E-05 0.14842E-05 0. 164806-05 0.18208E-05 0.20027E-05 0.21940E-05 0.23948E-05 0.26053E-05 0.28257E-05 0.30561E-05 0.32968E-05 0.35478E-05 0.38094E-05 0.40816E-05 0.43647E-05 0.46589E-05 0.49641E-05 0.52807E-05 0.56086E-05 0.59481E-05 0.62992E-05 0.66620E-05 0.70367E-05 0.74232E-05 0.78217E-05 0.82321E-05 0.86545E-05 0.90890E-05 0.95354E-05 0.99938E-05 0.10464E-04 0.10946E-04 0.11440E-04 0.11945E-04 0.12462E-04 0.12991E-04 0.135306-04 0.14080E-04 0. 146406-04 0.152116-04 0.15792E-04 0.16382E-04 0.16981E-04 0. 175896-04 0.18205E-04 0.18828E-04 0.19458E-04 0.200956-04 0.20737E-04 0.21384E-04 0.220346-04 0.22688E-04 0.23345E-04 0.240026-04 0.24659E-04 0. 253166-04 0.259706-04 0.266206-04 0.272666-04 0.279066-04 0.285386-04 0.291606-04 0.29772E-04 0.303716-04 0.309556-04 0.315236-04 0.320726-04 0.326016-04 0.331076-04 0.33588E-04 0.340416-04 0.34465E-04 0.34856E-04 0.352116-04 0.35528E-04 0.358046-04 0.360366-04 0.362216-04 0.36355E-04 0.364346-04 0.364576-04 0.36417E-04 0.36313E-04 0.36140E-04 0.35894E-04 0.738036-06 0.860746-06 0.99215E-06 0.113246-05 0.12817E-05 0.144026-05 0.160806-05 0.178S5E-05 0.197276-05 0.21698E-05 0.237706-05 0.25946E-05 0.282276-05 0.306156-05 0.33111E-05 0.357186-05 0.384386-05 0.41271E-05 0.44221E-05 0.47289E-05 0.50475E-05 0.537826-05 0.57212E-05 0.607656-05 0.644436-05 0.682476-05 0.721786-05 0.76237E-05 0.804256-05 0.84742E-05 0.891896-05 0.93765E-05 0.98472E-05 0.103316-04 0.108276-04 0.113376-04 0.118596-04 0.123946-04 0.12942E-04 0.13502E-04 0.140746-04 0.146586-04 0.152546-04 0.15862E-04 0.164806-04 0.171096-04 0.177486-04 0.183986-04 0.190566-04 0.197236-04 0.203996-04 0.210816-04 0.217716-04 0.224676-04 0.231686-04 0.23873E-04 0.24581E-04 0.252926-04 0.260046-04 0.26716E-04 0.274276-04 0.281366-04 0.288416-04 0.29541E-04 0.302346-04 0.309186-04 0.315936-04 0.322556-04 0.329046-04 0.335376-04 0.341536-04 0.34748E-04 0.35321E-04 0.35869E-04 0.363906-04 0.36881E-04 0.37340E-04 0.37763E-04 0.38149E-04 0.38492E-04 0.387916-04 0.39043E-04 0.392436-04 0.393886-04 0.39474E-04 0.39498E-04 0.39456E-04 0.393436-04 0.391556-04 0.388886-04 0.19547E-10 0.227986-10 0.262786-10 0.29993E-10 0.33947E-10 0.381446-10 0.425906-10 0.47290E-10 O.S2248E-10 0.57469E-10 0.629586-10 0.687216-10 0.747616-10 0.810856-10 0.87697E-10 0.946036-10 0.101816-09 0.109316-09 0.11712E-09 0.12525E-09 0.13369E-09 0.142456-09 0.151536-09 0.160946-09 0.170686-09 0.180766-09 0.19117E-09 0.20192E-09 0.213016-09 0.22445E-09 0.23622E-09 0.24835E-09 0.260816-09 0.27362E-09 0.28678E-09 0.30027E-09 0.314116-09 0.32828E-09 0.34278E-09 0.35761E-09 0.37277E-09 0.38824E-09 0.404026-09 0.4201 1E-09 0.43649E-09 0.45315E-09 0.470086-09 0.48728E-09 0.50472E-09 0.52239E-09 0.54027E-09 0.55836E-09 0.57663E-09 0.59505E-09 0.613616-09 0.63229E-09 0.651056-09 0.669886-09 0.688746-09 0.707606-09 0.726446-09 0.745216-09 0.763886-09 0.78241E-09 0.800776-09 0. 818906-09 0.836766-09 0.854316-09 0.87150E-09 0.888276-09 0.904566-09 0.920336-09 0.93550E-09 0.950026-09 0.963826-09 0.976836-09 0.98898E-09 0.10002E-08 0.101046-08 0.101956-08 0.10274E-08 0.103416-08 0.10394E-08 0.10432E-08 0.10455E-08 0.104616-08 0.104506-08 0.104206-08 0.103716-08 0.103006-08 TUT 004 99 100 POLYGON Tine: Cell 1 23456789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 0.355706-04 0.35165E-04 I120.000 Cgtt(g/cu.ft) 0.24122E-07 0.51790E-07 0.83049E-07 0.11795E-06 0.15655E-06 0.19891E-06 0.24509E-06 0.29516E-06 0.34918E-06 0.40724E-06 0.46941E-06 0.53577E-06 0.60641E-06 0.68139E-06 0.76081E-06 0.84476E-06 0.93333E-06 0.10266E-05 0.11247E-05 0.12276E-05 0.13355E-05 0.14485E-05 0.15666E-05 0.16899E-05 0.18186E-05 0.19527E-05 0.20922E-05 0.22374E-05 0.23881E-05 0.25446E-05 0.27069E-05 0.28750E-05 0.30490E-05 0.32290E-OS 0.34150E-OS 0.36070E-05 0.38051E-05 0.40094E-05 0.42198E-05 0.44363E-05 0.46590E-05 0.48878E-05 0.51228E-05 0.53639E-05 0.56110E-05 0.58642E-05 0.61232E-05 0.63882E-05 0.66589E-05 0.69353E-05 0.72173E-05 0.75046E-05 0.77972E-05 0.80948E-05 0.83973E-05 0.87044E-05 0.90160E-05 0.93316E-05 0.96512E-05 0.99742E-05 0.10301E-04 0.10630E-04 0.10961E-04 0.11295E-04 0.11630E-04 0.11966E-04 0.12303E-04 0.12640E-04 0.12977E-04 0.13312E-04 0.13646E-04 0.13977E-04 0.14304E-04 0.14628E-04 0.14947E-04 0.15261E-04 0.15568E-04 0.15867E-04 0.161S9E-04 0.16440E-04 0.16711E-04 0.16971E-04 0.17217E-04 0.17450E-04 0.38538E-04 0.38099E-04 CliqCg/cu.ft) 0.26135E-07 0.56111E-07 0.89977E-07 0.12779E-06 0.16961E-06 0.21550E-06 0.26553E-06 0.31978E-06 0.37831E-06 0.44122E-06 0.50857E-06 0.58047E-06 0.65699E-06 0.73823E-06 0.82428E-06 0.91524E-06 0.10112E-05 0.11122E-05 0.12185E-05 0.13300E-05 0.14469E-05 0.15693E-OS 0.16973E-05 0.18309E-05 0.19703E-05 0.21156E-05 0.22668E-05 0.24240E-05 0.2S874E-05 0.27569E-05 0.29327E-05 0.31148E-05 0.33034E-05 0.34983E-05 0.36999E-05 0.39079E-05 0.41226E-05 0.43439E-05 0.45718E-05 0.48064E-05 0.50477E-05 0.52956E-05 0.55502E-OS 0.581 14E-05 0.60791E-05 0.63534E-05 0.66341E-05 0.6921 1E-05 0.72144E-05 0.75139E-05 0.78194E-05 0.81307E-05 0.84476E-05 0.87701E-05 0.90978E-05 0.94306E-05 0.97681E-05 0.10110E-04 0.10456E-04 0.10806E-04 0.11160E-04 0.11516E-04 0.11876E-04 0.12237E-04 0.12600E-04 0.12965E-04 0.13330E-04 0.13695E-04 0.14059E-04 0.14423E-04 0.14784E-04 0.15143E-04 0.15498E-04 0.15849E-04 0.16194E-04 0.16534E-04 0.16867E-04 0.17191E-04 0.17507E-04 0.17812E-04 0.18105E-04 0.18386E-04 0.18653E-04 0.18905E-04 0.10207E-08 0.10091E-08 Csol<g/g> 0.69220E-12 0.14861E-11 0.23831E-11 0.33846E-11 0.44923E-11 0.57078E-11 0.70329E-11 0.84696E-11 0.10020E-10 0.11686E-10 0.134706-10 0.15374E-10 0.17401E-10 0.19553E-10 0.21832E-10 0.24241E-10 0.26782E-10 0.29459E-10 0.32272E-10 0.35226E-10 0.38323E-10 0.41564E-10 0.44954E-10 0.48493E-10 0.52186E-10 0.56033E-10 0.60038E-10 0.64202E-10 0.68S28E-10 0.73019E-10 0.77675E-10 0.82499E-10 0.87492E-10 0.92657E-10 0.97994E-10 0.10350E-09 0.10919E-09 0.11505E-09 0.12109E-09 0.12730E-09 0.13369E-09 0. 140266-09 0.14700E-09 0.15392E-09 0.16101E-09 0.16827E-09 0.17571E-09 0.18331E-09 0.191086-09 0.199016-09 0.20710E-09 0.21535E-09 0.22374E-09 0.23228E-09 0.24096E-09 0.24978E-09 0.2S872E-09 0.26778E-09 0.27694E-09 0.28622E-09 0.29558E-09 0.30502E-09 0.314546-09 0.324116-09 0.333736-09 0.343386-09 0.353056-09 0.362726-09 0.372376-09 0.38199E-09 0.391566-09 0.401066-09 0.410476-09 0.419776-09 0. 428926-09 0.43792E-09 0.44673E-09 0.455326-09 0.463686-09 0.47176E-09 0.47954E-09 0.486986-09 0.49405E-09 0.50072E-09 TIT OO4 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Ti«e: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 0.17667E-04 0.17867E-04 0.18049E-04 0.18212E-04 0.18353E-04 0.18472E-04 0.18S67E-04 0.18635E-04 0.18676E-04 0.18688E-04 0.18668E-04 0.18614E-04 0.18526E-04 0.18399E-04 0.18234E-04 0.18026E-04 I 130.000 Cgas(g/cu.ft) 0.1236SE-07 0.26548E-07 0.42571E-07 0.60462E-07 0.80248E-07 0.10196E-06 0.12563E-06 0.15130E-06 0.17899E-06 0.20875E-06 0.24062E-06 0.27464E-06 0.31084E-06 0.34928E-06 0.38999E-06 0.43303E-06 0.47842E-06 0.52623E-06 0.57650E-06 0.62926E-06 0.68458E-06 0.74248E-06 0.80303E-06 0.86626E-06 0.93222E-06 0.10009E-05 0.10725E-05 0.11469E-05 0.12242E-05 0.13044E-05 0.13875E-05 0.14737E-05 0.15629E-05 0.16552E-05 0.17505E-05 0.18490E-05 0.19505E-05 0.20552E-05 0.21631E-05 0.22741E-05 0.23882E-05 0.25055E-05 0.26260E-05 0.27495E-05 0.28762E-05 0.30060E-05 0.31388E-05 0.32746E-05 0.34134E-05 0.35550E-05 0.36996E-05 0.38469E-OS 0.39968E-05 0.41494E-05 0.43045E-OS 0.44619E-05 0.46216E-05 0.47834E-05 0.49472E-05 0.51128E-05 0.52800E-05 0.54488E-05 0.56187E-05 0.57897E-05 0.59616E-05 0.61340E-05 0.63067E-05 0.64794E-05 0.66518E-05 0.68237E-05 0.19140E-04 0.19357E-04 0.19555E-04 0.19731E-04 0.19884E-04 0.20013E-04 0.20116E-04 0.20190E-04 0.20234E-04 0.20247E-04 0.20225E-04 0.20167E-04 0.20071E-04 0.19934E-04 0.19755E-04 0.19530E-04 Clig(g/cu.ft) 0.13397E-07 0.28762E-07 0.46122E-07 0.65505E-07 0.86942E-07 0.11047E-06 0.13611E-06 0.16392E-06 0.19392E-06 0.22617E-06 0.26070E-06 0.29755E-06 0.33677E-06 0.37842E-06 0.42253E-06 0.46915E-06 0.51834E-06 0.57013E-06 0.62459E-06 0.68176E-06 0.74169E-06 0.80442E-06 0.87002E-06 0.938S3E-06 0.10100E-05 0.10844E-05 0.11620E-05 0.12425E-05 0.13263E-05 0.14132E-05 0.15033E-05 0.15967E-05 0.16933E-05 0.17933E-05 0.18965E-05 0.20032E-05 0.21132E-05 0.22267E-05 0.23435E-05 0.24638E-05 0.25874E-05 0.27145E-05 0.28450E-05 0.29789E-05 0.31161E-05 0.32567E-05 0.34006E-05 0.35478E-05 0.36981E-05 0.38516E-05 0.40082E-05 0.41678E-05 0.43303E-05 0.44956E-05 0.46635E-05 0.48341E-05 0.50071E-05 0.51824E-05 0.53599E-05 0.55393E-05 0.57205E-05 0.59033E-05 0.60875E-05 0.62727E-05 0.64589E-05 0.66457E-05 0.68328E-05 0.70199E-05 0.72068E-05 0.73930E-05 0.50695E-09 0.51270E-09 0.51793E-09 0.522S9E-09 0.52666E-09 0.53007E-09 0.53278E-09 0.53475E-09 0.53593E-09 0.53625E-09 0.53568E-09 0.53415E-09 0. 531606-09 0.52798E-09 0.52322E-09 0.51727E-09 Csol(g/g) 0.35482E-12 0.76179E-12 0.12216E-11 0.17350E-11 0.23027E-11 0.29258E-11 0.36051E-11 0.43415E-11 0.51362E-11 0.59903E-11 0.69047E-11 0.78808E-11 0.89198E-11 0.10023E-10 0.11191E-10 0.12426E-10 0.13729E-10 0.15100E-10 0.16543E-10 0.18057E-10 0.19644E-10 0.21306E-10 0.23043E-10 0.24858E-10 0.26750E-10 0.28722E-10 0.30775E-10 0.3291 OE-10 0.35128E-10 0.37429E-10 0.39816E-10 0.42289E-10 0.44849E-10 0.47496E-10 0.50232E-10 0.53056E-10 0.55971E-10 0.58975E-10 0.62070E-10 0.65255E-10 0.68530E-10 0.71896E-10 0.75353E-10 0.78899E-10 0.82534E-10 0.86257E-10 0.90068E-10 0.93966E-10 0.97948E-10 0.10201E-09 0.10616E-09 0.11039E-09 0.11469E-09 0.11907E-09 0.12352E-09 0.12804E-09 0.13262E-09 0.13726E-09 0.14196E-09 0.14671E-09 0.15151E-09 0.15635E-09 0.16123E-09 0.16614E-09 0.17107E-09 0.17602E-09 0.18097E-09 0.18593E-09 0.19088E-09 0.19581E-09 TUT OO4 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON I Tiwe: Cell123456789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 0.69947E-05 0.75782E-05 0.20072E-09 0.71644E-05 0.77621E-05 0.20559E-09 0.73325E-05 0.79442E-05 0.21041E-09 0.74985E-05 0.81240E-05 0.21517E-09 0.76621E-05 0.83013E-05 0.21987E-09 0.78228E-05 0.84754E-OS 0.22448E-09 0.79801E-05 0.86458E-05 0.22899E-09 0.81337E-05 0.88122E-05 0.233406-09 0.82829E-05 0.89739E-05 O.Z3768E-09 0.84272E-05 0.91303E-05 0.24182E-09 0.85662E-05 0.92808E-05 0.24581E-09 0.86991E-05 0.94248E-05 0.24963E-09 0.88255E-05 0.95618E-05 0.25325E-09 0.89446E-05 0.96908E-05 0.25667E-09 0.90559E-05 0.98114E-05 0.25986E-09 0.91586E-05 0.99226E-05 0.26281E-09 0.92520E-05 0.10024E-04 0.26549E-09 0.93353E-05 0.10114E-04 0.26788E-09 0.94079E-05 0.10193E-04 0.26996E-09 0.94688E-OS 0.10259E-04 0.27171E-09 0.95173E-05 0.10311E-04 0.27310E-09 0.9552SE-05 0.10349E-04 0.2741 IE-09 0.95735E-05 0.10372E-04 0.27472E-09 0.95793E-05 0.10378E-04 0.27488E-09 0.95691E-05 0.10367E-04 0.27459E-09 0.9S417E-05 0.10338E-04 0.27380E-09 0.94962E-05 0.10288E-04 0.27250E-09 0.94315E-05 0.10218E-04 0.27064E-09 0.93465E-05 0.10126E-04 0.26820E-09 0.92402E-05 0.10011E-04 0.26515E-09 140.000 C9as(g/cu.ft) 0.63384E-08 0.13608E-07 0.21822E-07 0.30993E-07 0.41135E-07 0.52265E-07 0.64399E-07 0.77555E-07 0.91751E-07 0.10701E-06 0.12334E-06 0.14078E-06 0.15934E-06 0.17904E-06 0.19991E-06 0.22197E-06 0.24524E-06 0.26975E-06 0.29551E-06 0.32256E-06 0.35091E-06 0.38060E-06 0.41163E-06 0.44404E-06 0.47785E-06 0.51308E-06 0.54975E-06 0.58789E-06 0.62750E-06 0.66862E-06 0.7112SE-06 0.75543E-06 0.80115E-06 0.84844E-06 0.89731E-06 0.94777E-06 0.99983E-06 0.10535E-05 0.11088E-05 0.11657E-05 0.12242E-05 0.12843E-05 0.13461E-05 0.14094E-05 0.14743E-05 0.15409E-05 0.16089E-05 0.16786E-05 0.17497E-05 0.18223E-05 0.18964E-05 0.19719E-05 0.20488E-05 0.21270E-05 0.22065E-05 0.22872E-05 Cliq(g/cu.ft) 0.68671E-08 0.14744E-07 0.23642E-07 0.33578E-07 0.44567E-07 0.5662SE-07 0.69T71E-07 0.84024E-07 0.99405E-07 0.11593E-06 0.13363E-06 0.152S2E-06 0.17263E-06 0.19398E-06 0.21659E-06 0.24049E-06 0.26570E-06 0.29225E-06 0.32016E-06 0.34947E-06 0.38019E-06 0.41235E-06 0.44S97E-06 0.48109E-06 0.51772E-06 0.55589E-06 0.59562E-06 0.63693E-06 0.67985E-06 0.72440E-06 0.77059E-06 0.81845E-06 0.86798E-06 0.91922E-06 0.97217E-06 0.10268E-05 0.10832E-05 0.11414E-05 0.12013E-05 0.12629E-05 0.13263E-05 0.13915E-05 0.14584E-05 0.15270E-05 0.15973E-05 0.16694E-05 0.17432E-05 0.18186E-05 0.18957E-05 0.19743E-05 0.20546E-05 0.21364E-05 0.22197E-05 0.23044E-05 0.23905E-05 0.24780E-05 Csol(g/g> 0.18188E-12 0.39049E-12 0.62619E-12 0.88934E-12 0.11804E-11 O.U998E-11 0.18479E-11 0.22255E-11 0.26328E-11 0.30706E-11 0.35394E-11 0.40397E-11 0.45723E-11 0.51377E-11 0.57365E-11 0.63695E-11 0.70373E-11 0.77405E-11 0.847988-11 0.92560E-11 0.10070E-10 0.10921E-10 0.11812E-10 0.12742E-10 0.13712E-10 0.14723E-10 0.15775E-10 0.16870E-10 0.18006E-10 0.19186E-10 0.20410E-10 0.21677E-10 0.22989E-10 0.24346E-10 0.25749E-10 0.27197E-10 0.28691E-10 0.30231E-10 0.31817E-10 0.334SOE-10 0.35129E-10 0.36854E-10 0.38626E-10 0.40443E-10 0.42307E-10 0.44216E-10 0.46169E-10 0.48167E-10 O.S0208E-10 0.52292E-10 0.54418E-10 0.56S84E-10 0.58790E-10 0.61034E-10 0.63315E-10 0.65631E-10 TUT 004 2228 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 0.68999E-06 0.72246E-06 0.75575E-06 0.78984E-06 0.82474E-06 0.86043E-06 0.89689E-06 0.93412E-06 0.97209E-06 0.10108E-05 0.10502E-05 0.109036-05 0.11310E-05 0.11724E-05 0.12144E-05 0.12569E-05 0.12999E-05 0.13434E-05 0.13874E-05 0.14317E-05 0.14764E-05 0. 152136-05 0.15664E-05 0.16117E-05 0. 165716-05 0.17025E-05 0.17478E-05 0.179306-05 0.18379E-05 0.188256-05 0.192676-05 0.19703E-05 0.20133E-05 0.20555E-05 0.20968E-05 0.21372E-05 0.217646-05 0.22143E-05 0.22508E-05 0.22858E-OS 0.231906-05 0.23503E-05 0.23795E-05 0.24065E-05 0.24310E-05 0.24529E-05 0.24720E-05 0.248806-05 0.250086-05 0.251006-05 0.25155E-05 0.2S170E-05 0.25143E-05 0.25072E-05 0.24952E-05 0.24782E-05 0.245596-05 0.24279E-05 1 160.000 Cgas(g/cu.ft) 0.16655E-08 0.35757E-08 0.57339E-08 0.81435E-08 0.108096-07 0.13733E-07 0.16921E-07 0.20378E-07 0.24108E-07 0.28117E-07 0.32409E-07 0.36991E-07 0.41867E-07 0.470446-07 0.52528E-07 0.58324E-07 0.64439E-07 0.708786-07 0.77648E-07 0.84755E-07 0.92205E-07 0.100006-06 0.108166-06 0.116686-06 0.12556E-06 0.13482E-06 0.14445E-06 0.15447E-06 0.74755E-06 0.782736-06 0.81879E-06 0.8S573E-06 0.89354E-06 0.932216-06 0.971 71E-06 0.101206-05 0.10532E-05 0.109516-05 0.113786-05 0.118126-05 0.122546-05 0.127026-05 0.131576-05 0.136176-05 0.140846-05 0.14555E-05 0.150316-05 0.155116-05 0.15995E-05 0.164826-05 0.169716-05 0.174626-05 0.17954E-05 0.18445E-05 0.18936E-05 0.194266-05 0.199126-05 0. 203956-05 0.208746-05 0.21347E-05 0.218126-05 0.222706-05 0.22718E-05 0.23155E-05 0.235806-05 0.239906-05 0.243866-05 0.24765E-05 0.25124E-05 0.25463E-05 0.257806-05 0.260726-05 0.263386-05 0.26576E-05 0.267826-05 0.26956E-05 0.270946-05 0.271946-05 0.272546-05 0.272706-05 0.272416-05 0.271636-05 0.270346-05 0.268496-05 0.266086-05 0.263056-05 Cliq(g/cu.ft) 0.180446-08 0.387406-08 0.62122E-08 0.882296-08 0.11710E-07 0.148796-07 0.18333E-07 0.22078E-07 0.261196-07 0.304626-07 0.351 13E-07 0.400776-07 0.453606-07 0.50969E-07 0.569106-07 0.631906-07 0.698146-07 0.767916-07 0.841266-07 0.918266-07 0.99897E-07 0.108356-06 0.117186-06 0.126416-06 0.136036-06 0.14606E-06 0.156506-06 0.167366-06 0.198006-10 0.207316-10 0.216866-10 0.22665E-10 0.236666-10 0.246906-10 0.2S737E-10 0.268056-10 0.27895E-10 0.290056-10 0.301366-10 0.312866-10 0.32455E-10 0.33642E-10 0.34847E-10 0.360676-10 0.37302E-10 0.385506-10 0.398116-10 0.410836-10 0.42365E-10 0.436546-10 0.44950E-10 0.46250E-10 0.47552E-10 0.48854E-10 0.501556-10 0.514516-10 0.52740E-10 0.540196-10 0.55286E-10 0.56538E-10 0.57772E-10 0.58983E-10 0.601706-10 0.613276-10 0.62452E-10 0.635416-10 0.64589E-10 0.655916-10 0.66544E-10 0.674426-10 0.68281E-10 0.690556-10 0.69759E-10 0.703886-10 0.709356-10 0.713956-10 0.717606-10 0.72025E-10 0. 721846-10 0.72228E-10 0.72150E-10 0.719446-10 0.716016-10 0.71113E-10 0.704726-10 0.696706-10 CsoUg/g) 0.47791E-13 0.102616-12 0.164546-12 0.23368E-12 0.310166-12 0.39407E-12 0.48556E-12 0.58476E-12 0.691806-12 0.806836-12 0.930006-12 0.106156-11 0.120146-11 0.135006-11 0.150736-11 0.167366-11 0.18491E-11 0.20339E-11 0.222816-11 0.243216-11 0.26459E-11 0.28697E-11 0.310376-11 0.334816-11 0.360306-11 0.38686E-11 0.41451E-11 0.44326E-11 TUT 004 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.16488E-06 0.175686-06 0.186896-06 0.198496-06 0.210516-06 0.222936-06 0.235786-06 0.249036-06 0.26271E-06 0.276826-06 0.291346-06 0.306296-06 0.321676-06 0.33747E-06 0.353696-06 0.370336-06 0.38740E-06 0.404876-06 0.422766-06 0.44105E-06 0.459756-06 0.478836-06 0.498296-06 0.518136-06 0.538336-06 0.558886-06 0.579776-06 0.600976-06 0.622486-06 0.644276-06 0.666346-06 0.688646-06 0.711176-06 0.733896-06 0.756786-06 0.779826-06 0.802966-06 0.826186-06 0.849446-06 0.872716-06 0.895946-06 0.919096-06 0.942116-06 0.964976-06 0.987616-06 0.101006-05 0.103206-05 0.10536E-05 0.10748E-05 0.109556-05 0.111566-05 0.113516-05 0. 115386-05 0.117176-05 0.118876-05 0.120486-05 0.121976-05 0.12336E-05 0.124616-05 0.125746-05 0.126716-05 0.127546-05 0.128196-05 0.128666-05 0.128946-05 0.129026-05 0.128896-05 0.128526-05 0.127906-05 0.127036-05 0.125896-05 0.124466-05 0.178646-06 0.190346-06 0.202486-06 0.215056-06 0.228076-06 0.241536-06 0.255456-06 0.269816-06 0.284636-06 0.299916-06 0.315656-06 0.331846-06 0.348506-06 0.365626-06 0.383196-06 0.401236-06 0.41971E-06 0.438656-06 0.458036-06 0.477856-06 0.498106-06 0.518776-06 0.539866-06 0.561366-06 0.583246-06 0.605506-06 0.628136-06 0.651116-06 0.674416-06 0.698026-06 0.721926-06 0.746096-06 0.770506-06 0.795126-06 0.819926-06 0.844876-06 0.869956-06 0.895106-06 0.920316-06 0.945516-06 0.970686-06 0.995766-06 0.102076-05 0.104556-05 0.107006-05 0.10942E-05 0.111816-05 0.114156-05 0.116456-05 0.118696-05 0.120876-05 0.122986-05 0.125006-05 0.126946-05 0.128796-05 0.130536-05 0.132156-05 0.13365E-05 0.135016-05 0.136236-05 0.137296-05 0.138176-05 0.138886-05 0. 139406-05 0.139706-05 0.139796-05 0.139646-05 0.139246-05 0. 138576-05 0.137636-05 0.136396-05 0.134846-05 0.473136-11 0.504136-11 0.53628E-11 0.569596-11 0.604066-11 0.639726-11 0.676576-11 0.714626-11 0.753876-11 0.794336-11 0.836026-11 0.878926-11 0.92304E-11 0.968376-11 0.10149E-10 0.106276-10 0.111166-10 0. 116186-10 0.121316-10 0.126566-10 0.131936-10 0.137406-10 0.142996-10 0.148686-10 0.154486-10 0.160376-10 0.166376-10 0.172456-10 0.178626-10 0.184886-10 0.191216-10 0.197616-10 0.204076-10 0.210596-10 0.217166-10 0.223776-10 0.230416-10 0.237086-10 0.243756-10 0.250436-10 0.257096-10 0.263746-10 0.270346-10 0.276906-10 0.283406-10 0.289816-10 0.29614E-10 0.30235E-10 0.30843E-10 0.314366-10 0.320136-10 0.325716-10 0.331086-10 0.336226-10 0.341106-10 0.345716-10 0.350016-10 0.35398E-10 0.357596-10 0.360816-10 0.363616-10 0.365976-10 0.367846-10 0.36920E-10 0.370016-10 0.370246-10 0.369846-10 0.368786-10 0.367036-10 0.364536-10 0.361246-10 0.357136-10 POLYGON Tine: Cell 1 23 4 5 678 9 10 11 12 13 14 170.000 Cgas(g/cu.ft> 0.85371E-09 0.183296-08 0.293926-08 0.41744E-08 0.55405E-08 0.70395E-08 0.867396-08 0.104466-07 0.123586-07 0.14413E-07 0.16613E-07 0.18962E-07 0.21461E-07 0.24115E-07 Cliq(g/cu.ft) 0.92493E-09 0.198586-08 0.318446-08 0.45226E-08 0.600276-08 0.762686-08 0.939756-08 0.113176-07 0.133896-07 0.156156-07 0.179996-07 0.20543E-07 0.23252E-07 0.261276-07 CsoUg/g) 0.24498E-13 0.525966-13 0.843416-13 0.11979E-12 0.158996-12 0.202006-12 0.248906-12 0.299756-12 0.354616-12 0.413586-12 0.476726-12 0.54411E-12 0.615846-12 0.691996-12 TUT OO4 ••O 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 0.26926E-07 0.29897E-07 0.33031E-07 0.36332E-07 0.39802E-07 0.43445E-07 0.47264E-07 O.S1262E-07 0.55443E-07 0.59808E-07 0.64362E-07 0.69107E-07 0.74046E-07 0.79182E-07 0.84518E-07 0.90056E-07 0.95799E-07 0.10175E-06 0.10791E-06 0.11428E-06 0.12086E-06 0.12766E-06 0.13467E-06 0.14190E-06 0.14934E-06 0.15700E-06 0.16489E-06 0.17298E-06 0.18130E-06 0.18983E-06 0.19858E-06 0.20754E-06 0.21671E-06 0.22608E-06 0.23567E-06 0.24545E-06 0.25543E-06 0.26559E-06 0.27595E-06 0.28648E-06 0.29719E-06 0.30806E-06 0.31908E-06 0.33025E-06 0.34156E-06 0.35300E-06 0.36454E-06 0.37619E-06 0.38793E-06 0.39973E-06 0.41160E-06 0.42350E-06 0.43542E-06 0.44735E-06 0.45926E-06 0.47112E-06 0.48293E-06 0.49464E-06 0.50625E-06 0.51771E-06 0.52900E-06 0.54010E-06 0.55096E-06 0.56156E-06 0.57186E-06 0.58183E-06 0.59142E-06 0.60060E-06 0.60933E-06 0.61755E-06 0.62524E-06 0.63233E-06 0.63877E-06 0.64453E-06 0.64954E-06 0.65375E-06 0.65709E-06 0.65952E-06 0.66097E-06 0.66137E-06 0.66066E-06 0.65878E-06 0.65563E-06 0.65117E-06 0.64530E-06 0.63796E-06 I 180.000 Cgas(g/cu.ft) 0.29172E-07 0.32391E-07 0.35787E-07 0.39363E-07 0.43123E-07 0.47070E-07 0.51207E-07 0.55539E-07 0.60068E-07 0.64798E-07 0.69731E-07 0.74872E-07 0.80223E-07 0.85788E-07 0.91569E-07 0.97S69E-07 0.10379E-06 0.11024E-06 0.11691E-06 0.12381E-06 0.13094E-06 0. 138306-06 0.145906-06 0.153736-06 0.16180E-06 0.17010E-06 0.17864E-06 0.18742E-06 0.19643E-06 0.20567E-06 0.21514E-06 0.22485E-06 0.234796-06 0.24494E-06 0.25533E-06 0.26592E-06 0.27673E-06 0.28775E-06 0. 298976-06 0.31038E-06 0.32198E-06 0.333766-06 0.345706-06 0.35781E-06 0.370066-06 0.382456-06 0.394966-06 0.40758E-06 0.420296-06 0.433086-06 0.445936-06 0.458836-06 0.471756-06 0.484676-06 0.4975 7E-06 0.51043E-06 0.52321E-06 0.53591E-06 0.548486-06 0.560906-06 0.573136-06 0.585156-06 0.59693E-06 0.60841E-06 0.619576-06 0.630376-06 0.640766-06 0.650716-06 0.660166-06 0.66907E-06 0.677406-06 0.685086-06 0.692066-06 0.698306-06 0.703736-06 0.708286-06 0.711916-06 0.714546-06 0.71611E-06 0.71655E-06 0.71578E-06 0.71373E-06 0.710336-06 0.705496-06 0.69914E-06 0.691186-06 Cliq(g/cu.ft 0.77265E-12 0.8S790E-12 0.94785E-12 0.10426E-11 0.1U21E-11 0.124676-11 0.13563E-11 O.H71 OE-11 0.15910E-11 0.17162E-11 0.18469E-11 0.19831E-11 0.21248E-11 0.22722E-11 0.242S3E-11 0.2S842E-11 0.27490E-11 0.29197E-11 0.30964E-11 0.327926-11 0.346816-11 0.36631E-11 0.386436-11 0.40718E-11 0.428546-11 0.45053E-11 0.47315E-11 0.49639E-11 0.52025E-11 0.54473E-11 0.56983E-11 0.595S4E-11 0.62185E-11 0.64876E-11 0.67625E-11 0.70432E-11 0.73295E-11 0.762136-11 0.79185E-11 0.82207E-11 0.85279E-11 0.88398E-11 0.91562E-11 0.94768E-11 0.98013E-11 0.10129E-10 0.10461E-10 0.10795E-10 0.11132E-10 0.11471E-10 0.11811E-10 0.12152E-10 0.12495E-10 0.12837E-10 0.13179E-10 0.13519E-10 0.138S8E-10 0.14194E-10 0.14527E-10 0.14856E-10 0.15180E-10 0.1S498E-10 0.158106-10 0.16114E-10 0.16410E-10 0.16696E-10 0.16971E-10 0.17235E-10 0.1748SE-10 0.17721E-10 0.17941E-10 0.18145E-10 0.18330E-10 0.18495E-10 0.186396-10 0.18760E-10 0.18856E-10 0.18925E-10 0.18967E-10 0.18978E-10 0.18958E-10 0.18904E-10 0.18814E-10 0.18686E-10 0.18517E-10 0.183066-10 Csol(g/g) TUT 004 '231 123456789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 0.43761E-09 0.93954E-09 0.15066E-08 0.21398E-08 0.284006-08 0.36085E-08 0.44462E-08 0.53545E-08 0.63346E-08 0.73879E-08 0.85158E-08 0.97197E-08 0.11001E-07 0.12361E-07 0.13802E-07 0.15325E-07 0.16932E-07 0.18624E-07 0.20403E-07 0.22270E-07 0.24228E-07 0.26277E-07 0.28420E-07 0.30658E-07 0.32992E-07 0.35424E-07 0.37956E-07 0.40589E-07 0.43324E-07 0.46163E-07 0.49106E-07 0.52156E-07 0.55313E-07 0.58578E-07 0.61952E-07 0.65436E-07 0.69030E-07 0.72736E-07 0.76552E-07 0.80481E-07 0.84521E-07 0.88672E-07 0.92935E-07 0.97308E-07 0.10179E-06 0.10638E-06 0.11108E-06 0.11589E-06 0.12080E-06 0.12582E-06 0.13093E-06 0.13614E-06 0.14145E-06 0.14685E-06 0.15234E-06 0.15791E-06 0.16356E-06 0.16929E-06 0.17509E-06 0.1809SE-06 0.18687E-06 0.19284E-06 0.19885E-06 0.20490E-06 0.21098E-06 0.21709E-06 0.22320E-06 0.22931E-06 0.23541E-06 0.24150E-06 0.24755E-06 0.25355E-06 0.25950E-06 0.26S38E-06 0.27117E-06 0.27685E-06 0.28242E-06 0.28786E-06 0.29314E-06 0.29825E-06 0.30316E-06 0.30787E-06 0.31234E-06 0.31656E-06 0.32050E-06 0.32413E-06 0.32744E-06 0.33039E-06 0.33295E-06 0.33511E-06 0.47412E-09 0.10179E-08 0.16323E-08 0.23183E-08 0.307706-08 0.39095E-08 0.48171E-08 0.58012E-08 0.68631E-08 0.80043E-08 0.92262E-08 0.10531E-07 0.11919E-07 0.13393E-07 0.14954E-07 0.16604E-07 0.18344E-07 0.20177E-07 0.22105E-07 0.24128E-07 0.26249E-07 0.28469E-07 0.30791E-07 0.33215E-07 0.35744E-07 0.38379E-07 0.41122E-07 0.43975E-07 0.46938E-07 0.50014E-07 0.53203E-07 0.56507E-07 0.59927E-07 0.63465E-07 0.67120E-07 0.70895E-07 0.74789E-07 0.78804E-07 0.82939E-07 0.87195E-07 0.91572E-07 0.96069E-07 0.10069E-06 0.10543E-06 0.11028E-06 0.11526E-06 0.12035E-06 0.12556E-06 0.13088E-06 0.13631E-06 0.14185E-06 0.14750E-06 0.15325E-06 0.15910E-06 0.1650SE-06 0.17108E-06 0.17721E-06 0.18341E-06 0.18969E-06 0.19604E-06 0.20245E-06 0.20892E-06 0.21544E-06 0.22200E-06 0.22859E-06 0.23520E-06 0.24182E-06 0.24844E-06 0.25505E-06 0.26164E-06 0.26820E-06 0.27471E-06 0.28115E-06 0.28752E-06 0.29379E-06 0.29995E-06 0.30598E-06 0.31187E-06 0.31759E-06 0.32313E-06 0.32845E-06 0.33355E-06 0.33840E-06 0.34297E-06 0.34723E-06 0.35117E-06 0.35475E-06 0.35795E-06 0.36073E-06 0.36307E-06 0.12557E-13 0.26960E-13 0.43233E-13 0.61402E-13 0.81496E-13 0.10355E-12 0.12759E-12 0.15365E-12 0.18178E-12 0.21200E-12 0.24436E-12 0.27891E-12 0.31568E-12 0.35471E-12 0.39606E-12 0.43976E-12 0.48S87E-12 0.53442E-12 0.58546E-12 0.63905E-12 0.69522E-12 0.75403E-12 0.81552E-12 0.87973E-12 0.94672E-12 0.10165E-11 0.10892E-11 0.11647E-11 0.12432E-11 0.13247E-11 0.14091E-11 0.14966E-11 0.15872E-11 0.16809E-11 0.17777E-11 0.18777E-11 0.19809E-11 0.20872E-11 0.21967E-11 0.23094E-11 0.24254E-11 0.25445E-11 0.26668E-11 0.27923E-11 0.29209E-11 0.30527E-11 0.31876E-11 0.33255E-11 0.34665E-11 0.36103E-11 0.37571E-11 0.39067E-11 0.40590E-11 0.42139E-11 0.43714E-11 0.45313E-11 0.46935E-11 0.48578E-11 0.50241E-11 0.51923E-11 0.53622E-11 0.55335E-11 0.57061E-11 0.58798E-11 0.60543E-11 0.62294E-11 0.64048E-11 0.65802E-11 0.67553E-11 0.69299E-11 0.71035E-11 0.72758E-11 0.74465E-11 0.76151E-11 0.77812E-11 0.79444E-11 0.81042E-11 0.82602E-11 0.84117E-11 0.85583E-11 0.86994E-11 0.88344E-11 0.89628E-11 0.90838E-11 0.91968E-11 0.93010E-11 0.93959E-11 0.94805E-11 0.95542E-11 0.96161E-11 TUT 004 2232 91 0.33683E-06 0.36493E-06 0.96654E-11 92 0.33807E-06 0.36627E-06 0.97011E-11 93 0.33881E-06 0.36708E-06 0.97224E-11 94 0.33902E-06 0.36730E-06 0.97283E-11 95 0.33866E-06 0.36691E-06 0.97179E-11 96 0.33769E-06 0.365866-06 0.96901E-11 97 0.33608E-06 0.36411E-06 0.96439E-11 98 0.33379E-06 0.36163E-06 0.95782E-11 99 0.33078E-06 0.35838E-06 0.94919E-11 100 0.32702E-06 0.35430E-06 0.93839E-11 TUT PREDICTED GROUNDWATER IMPACT VERSUS TIME HcH 5.00-1 0.00 0.00 50.00 B-T, 100.00 150.00 200.00 T I me (years) VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynawc) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LHEHRI SIMULATION 5 1 poiyoons• Tiaestep = 1.00 years. Simulation length * 180.00 years. Printout every 10.00 years. Vertical profile stored every 10.00 years. Koc = 375.00 ml/a, 0.13243E-01cu.ft./g Kh = 0.92300 (dimensionless). Aqueous solubility * 150.00 mg/l, 4.2476 g/cu.ft Free air diffusion coefficient « .66000 sq. M/day, 2593.1 sq.ft./yr Polygon 1 POLYGON I Polygon area = 1.0000 sq. ft. 100 cells, each cell 0.200 ft. thick. Soil Properties: Bulk density * 1.3500 g/ml. 38228. g/cu.ft. Porosity = 0.3000 Volumetric water content = 0.2000 Organic carbon content = 0.00100000 Recharge Rate * 0.46000001 ft/yr Cone, in recharge water - 0.00000 mg/l, 0.00000 g/cu.ft Atmospheric concentration = 0.00000 mg/l, 0.00000 g/cu.ft Water table has a fixed concentration of 0.00000 mg/l, 0.00000 g/cu.ft. with respect to gas diffusion. TUT O04 VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynanac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LHENRI SIMULATION 5 Polygon At tine 1 Mass in gas phase Mass in liquid phase Mass sorbed 0.00, total laws in vadose zone * 0.10280 g/sq.ft. 0.11882E-01g/sq.ft. 0.25746E-01g/sq.ft. 0.65171E-01g/sq.ft. Polygon 1 At tine = 10.00, total Mass in gas phase = Mass in liquid phase = Mass sorbed = mass in vadose zone * 0.87947E-02g/sq.ft. 0.19057E-01g/sq.ft. 0.48237E-01g/sq.ft. 0.00 0.76089E-01g/sq.ft. Since last printout at tine = Change in Total Mass - -0.26710E-01g/sq.ft. Advection in from atnosphere * 0.00000 g/sq.ft. Advection in fron Mater table * -0.47951E-02g/sq.ft. Diffusion in fron atansphere « -0.13088E-01g/sq.ft. Diffusion in fron water table * -0.88268E-02g/sq.ft. Total inflow at boundaries = -0.26710E-01g/sq.ft. Mass discrepancy » 0.6S193E-07g/sq.ft. Since beginning of run at tia« * 0.0 Change in Total Mass * -0.26710E-01g/sq.ft. Advection in fron atmosphere » 0.00000 g/sq.ft. Advection in fron water table = -0.47951E-02g/sq.ft. Diffusion in fro* atnosphere * -0.13088E-01g/sq.ft. Diffusion in from water table = -0.88268E-02g/sq.ft. Total inflow at boundaries * -0.26710E-01g/sq.ft. Mass discrepancy * 0.65193E-07g/sq.ft. Polygon 1 At tine = 20.00, total Mass in gas phase * Mass in liquid phase = Mass sorbed * in vadose zone = 0.43902E-02g/sq.ft. 0.95129E-02g/sq.ft. 0.24080E-01g/sq.ft. 0.37983E-01g/sq.ft. Since last printout at tine * 10.00 Change in Total Mass = -0.38106E-01g/sq.ft. Advection in fron atmosphere = 0.00000 g/sq.ft. Advection in from water table * -0.18655E-01g/sq.ft. Diffusion in fron atnosphere * -0.35872E-02g/sq.ft. Diffusion in fron water table * -0.1S863E-01g/sq.ft. Total inflow at boundaries * -0.38106E-01g/sq.ft. Mass discrepancy = -0.141S6E-06g/sq.ft. Since beginning of run at tine - 0.0 Change in Total Mass * -0.64816E-01g/sq.ft. Advection in fron atnosphere * 0.00000 g/sq.ft. Advection in fron water table « -0.23450E-01g/sq.ft. Diffusion in fron atnosphere * -0.16675E-01g/sq.ft. Diffusion in fron water table * -0.24690E-01g/sq.ft. Total inflow at boundaries « -0.64816E-01g/sq.ft. Mass discrepancy * -0.74506E-07g/sq.ft. Polygon 1 At tine - 30.00, total nass in vadose zone * 0.13818E-01g/sq.ft. Mass in gas phase * 0.15971E-02g/sq.ft. Mass in liquid phase « 0.34607E-02g/sq.ft. Mass sorbed = 0.87599E-02g/sq.ft. Since last printout at tine * 20.00 Change in Total Mass = -0.24165E-01g/sq.ft. Advection in fron atnosphere * 0.00000 g/sq.ft. Advection in fron water table * -0.13793E-01g/sq.ft. Diffusion in fron atnosphere « -0.11487E-02g/sq.ft. Diffusion in fron water table * -0.92237E-02g/sq.ft. Total inflow at boundaries * -0.24165E-01g/sq.ft. Mass discrepancy = -0.48429E-07g/sq.ft. Since beginning of run at tine = 0.0 TUT 004 V> CD 0» r»< 8 3-3- i' 8 II M N r» O • • t n -».-».-», 5 r» r» r» A p » 8 5-- f - H O X - 1 Q r f o iro »o 3-Q r> • - * . » ( - » DC • 53 "?. i5 a o o ^ » i » d a oo££<K» o 3 ^* i" —* ^*?*" — it n N r» r* O OHBr»rt-l ngBBrtrt-ljl .SS88S5- 5 . 8 8 8 8 S n *~ ? ' .J on -. I °8'SgS5 8 m • n • r» o "*'-».'* 5 P . £3 £3 c5 ^rtrtj* • W «a • H>.^ ^ -* _ r» ill IB r» m I I i • OOOO.fi • i OOOC o •*> ,0,0,0,0 iiii J2JSJSJ5 .- 8ssl! I Q X-4 ifo So • -h 5 r» 8 3>5I5<'<'— S'S'*^.'?'?'— II N M r» _ •*-».-*<» 93M O •*-».-•. (I 9 3 rf O ^SSrtr»-«'* 2 S'S 6 r 8 9 H r» rt -*• ^. ^. ^. ^. o tt S O B S ' * "*' B Q Q Q Q * ^ .SSSS.g S.8888.H ooo| 0-3*3'3'3'^ n ^g-s's's's'x $"~« 8888"° &8888u •e -»*• T fr!?o-J 8 rn «n i i i „„„» iiin 2 T fr^B-! » SoiT*?' • 5 w « " . " T Si ™ — II " H " ^ W i2 iS S r*» •£ U3 ^ r* i«i n r*m i i • M • ^D ^3 ^9 ^9jJ • * ^3 ^3 C9 ^3^3 •4k I I I -4k I I I T888 •^'^'•i''! iiii p Ul ? III:! B » I 5 9-.-.226S* § S:Z!22i 1! 88 8 8 Sg' 1.8S88S- r 3 3 3 3 g l l J T 3 3 3 3 » "V-*X!W i 9 NO 9 <O>^»1*I i??:?:rS? §?:?•?•?§ ag::," -3888 n° § 8 8 8 8 N £ m P;-S5§! § s ,?|!!io iii* 5J5JSJS o -a -H. o? -* ••». iiiN -« rt5-rtS-« £ r»!Tr»!r<q • • • O m o» « «•$ a m g»i»g>itr5 -*,-•.-•. 3 • O"2 O°T RJ i O'TO'TN rtrtrtn O > j-« <r-<» e oi.-ii^i»Kj . . . »OI» M * H jg ^P* M H S r t f n i i i n i ^ r h i i t M ^ ' oPPPP- ' oPPPP"? 5S -.wt-V-o^. MUiwyio-«> S ID -vICOMpt «D *-~J*-Qrt -• n R8" SJS* m i £fix8 i S2?8 oi ,0,0,0,0 iiii 5III5I3 1. 8 8 8 8 S — — -•.. Igfgl i *> W^-sSrt tllp- c -H W W 0-Jvl Since last printout at time = 60.00 Change in Total Mass = -0.33196E-03g/sq.ft. Advection in fro* atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.19633E-03g/sq.ft. Diffusion in from atmosphere = -0.13197E-04g/sq.ft. Diffusion in from water table = -0.12244E-03g/sq.ft. Total inflow at boundaries = -0.33196E-03g/sq.ft. Mass discrepancy « -0.58208E-09g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass * -0.10264 g/sq.ft. Advection in fro* atmosphere * 0.00000 g/sq.ft. Advection in from water table = -0.45290E-01g/sq.ft. Diffusion in from atmosphere « -0.18376E-01g/sq.ft. Diffusion in from water table * -0.38970E-01g/sq.ft. Total inflow at boundaries = -0.10264 g/sq.ft. Mass discrepancy = -0.14901E-06g/sq.ft. Polygon 1 At time * 80.00, total mass in vadose zone = 0.52943E-04g/sq.ft. Mass in gas phase * 0.61194E-05g/sq.ft. Mass in liquid phase - 0.13260E-04g/sq.ft. Mass sorted * 0.33564E-04g/sq.ft. Since last printout at time * 70.00 Change in Total Mass = -0.10872E-03g/sq.ft. Advection in from atmosphere * 0.00000 g/sq.ft. Advection in from water table * -0.64297E-04g/sq.ft. Diffusion in from atmosphere « -0.43221E-05g/sq.ft. Diffusion in from water table * -0.40098E-04g/sq.ft. Total inflow at boundaries - -0.10872E-03g/sq.ft. Mass discrepancy = -0.20373E-09g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -0.10275 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.45355E-01g/sq.ft. Diffusion in from atmosphere * -0.18381E-01g/sq.ft. Diffusion in from water table - -0.39010E-01g/sq.ft. Total inflow at boundaries = -0.10275 g/sq.ft. Mass discrepancy = -0.15646E-06g/sq.ft. 1 At time = 90.00, total mass in vadose zone * 0.17339E-04g/sq.ft. Mass in gas phase * 0.20041E-05g/sq.ft. Mass in liquid phase - 0.43426E-05g/sq.ft. Mass sorfaed = 0.10992E-04g/sq.ft. Since last printout at time * 80.00 Change in Total Mass = -0.35605E-04g/sq.ft. Advection in from atmosphere « 0.00000 g/sq.ft. Advection in from water table = -0.21057E-04g/sq.ft. Diffusion in from atmosphere = -0.1415SE-05g/sq.ft. Diffusion in from water table * -0.13132E-04g/sq.ft. Total inflow at boundaries = -0.35604E-04g/sq.ft. Mass discrepancy = -0.69122E-10g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -0.10278 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.45376E-01g/sq.ft. Diffusion in from atmosphere = -0.18382E-01g/sq.ft. Diffusion in from water table = -0.39024E-01g/sq.ft. Total inflow at boundaries = -0.10278 g/sq.ft. Mass discrepancy = -0.16391E-06g/sq.ft. Polygon 1 At time = 100.00, total mass in vadose zone - 0.56784E-05g/sq.ft. Mass in gas phase = 0.65634E-06g/sq.ft. Mass in liquid phase = 0.14222E-05g/sq.ft. Mass sorbed * 0.35999E-05g/sq.ft. Since last printout at time * 90.00 Change in Total Mass = -0.11660E-04g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.68961E-05g/sq.ft. Diffusion in from atmosphere = -0.46357E-06g/sq.ft. Diffusion in from water table - -0.43007E-05g/sq.ft. Total inflow at boundaries = -0.11660E-04g/sq.ft. Mass discrepancy * -0.22737E-10g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -0.10279 g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table * -0.45383E-01g/sq.ft. ._. rT. .-..-.A Diffusion in from atmosphere = -0.18383E-01g/sq.ft. TUT OO4 Diffusion in from water table * -0.39028E-01g/sq.ft. N h- sr ja ""•5 sr,5s £ srsrsrsr "Illj JSJSKS^ «t-oc3«-»-uj 70000i • M I I I UJ ** * S": ... l*J& if** 4-> 5: Cj- - - if a*.*.*; J=iI.oE.a . HbjaCj] T J^H-H- (O II K till UJ S Illttll UJ SS-H-T 3f"i" a ""••&•"**' * gp* ?8fc8fc"e ? tfeSfc"?: Saaa • v l w M K (4->I«-iMr- 1£&9 8 SS«3.^d SSSS.^o §" S 8 8 8. 8<i°d -sgggg c c c cJS " n 2 c c c i ,_._._._>. .^._._.. • C III »* 8 Sj o| o«,| 1-2 -- MO. HUH —Sit-*- C « w -n -o.— .— .—._ • «<<oo tJ • " S f i K K ' S Z o-2.2.5.21 S. (_ 4->«-> M M O V *-• U U 3 3— L. -.Emtta ii •rl J I!" X4-" U M I Jill . Ull :5sr §|i • *• "x • On h (TOOOO i • (TOOOO • 3 I I I UJ 4-> S i l l *< i ii • S ^ ii n ? Ml * - » - • * M H . _• S W V •»-'^«^ • • t o g i. «T«- u i J2 v Q *> 8 C&!!n«T »- ! •EftSQ c c c cJ o W II H H • «<<iaia]2'S 2 JL*SoiS^:5 ox 08 "o£ 08 «-O i-2 O i-2 •S ? . - 85H • *-{ ST - 2 8 2 « ssiii -j; IP! «f^« • OOOV srsrsrsr n o» oioi ooo *» q-oooo i • 70000 a i i i ui ** M 111 v> 'M S"*" 1j i n n • UJ II U > 01 « II 4IOIM II _. |l-> I «- "^tfiS S"IISS^ c«u><« «- <• «- t «• «• i j»N>»^ *! •odd —" • M M ! H 2 C C C 8. I -' EV 28 ^S « OTI • i»- V 4J "S--B 8 1 1 sr *"* crooo JS" 1" i^ « « «i d §"i- g 8 isi M<»-<*•<»- 1C C C C n "a C C C o *-• H II II 8 « . 8 2 <-i I <] H a->j •E.E8 £ «J< </» X X X > T > 2 5SS~2. O WWW rt Jg 8 3-^« H (A f **1 a .1 IMS n rg r— a -i ^- a A o a oo>>»d a oo>»ff» .*. —.—.—.»» g _.. =. _. _, ft h rt f -H Q X-4 Qrt Tl W O> X-4 .L.JMI—J« 15 \l H n u ftO i o B B r t r t - 4 l|oBBr>rt-<j| 8 Q Q Q r » ^ « 0 O O O O r t 5 3 S » I 5 0 S 3 D 3 B I I 1 "-.-.-.-i.'~™ <**--.-.-.'" I f 3 3 3 3 ? " « ? 3 3 3 3 j f ? c-•>-t.-*-«• in o e -4.-t>-».-«. M ui '§ 9:Z!°.e.B!S*" ^f?lf?S •p c —. — —.—. o ^ _ _ _ M»2 " H " 3 rtrt -H» • ooo n n -i i u^l i f i ^-A ' P** II ' r S ' •8 88 m o-.c • c a o •-9 It?» a o i . ^3jUo • 10 fa ii •? 8 -» 8 o . A O A * *." r* m i i i « o oS 5$£U ^» I I I ££££ O A 8 A -• II T S -I _ O «o» o i • U N . -• n n ££££ r3 3 3 3 J {•.-.gii I 1 T T 1 W ^ -*Js*O3 LQ Q Q O u< V"^J'O i • I I 8 I) o mnfrfl< A . A 23 rt III M r» m I I I M • OOOOi • i OOOO.fi H RA Ii £ o£ O-^OC 71 Ji 8 5|«ff3> T3 3 3 3 X N II 5 - - - J f ' C -h •*•*-«, ft o 3 11 i -i *> • L888i O—<C 0) E 0> O OOOO. O —C B C ' II 5 rt 01 r} 5 559<T • AH 3* M W r t B r t H fttMA -XArtgrl o m SA £A ? ^.U.H.8 K '. . &2 B-2k' r»rtr»'» « n » 5 J5 i n -h-t.-4>* A 3 rt ~* ^ c c o o — • •822.5. 2. 2.2 1 f •*•«.-«>•*<« i -i 1 1 fe ^ 8888..S 'S55 g ^j_. 5( ffl nf If rr3-r«S--. jS rr9-r»! y.|r * .... fr" g" ^ • 9 V> • >V •*o ^ -*-o rf ill « r» m I • ooooA • i o< ^|ga|r $K: *SlhO *" IM m ffl nf ^ i i i 5 ml 5^JSN • • • Q -*.-*»-*•. 3 pf rt rt H ££££ 3 a. o< 8 3 •* -h-h-h "1 ^C C n n r* Q B 8 r»r»-« ' ' ' ' ° Q ?"" Ij f^ *s a-2 D. 83.t «& H i_H hO At time = 180.00, total mass in vadose zone = 0.75143E-09g/sq.ft. Mass in gas phase * 0.868S3E-10g/sq.ft. Mass in liquid phase * 0.18820E-09g/sq.ft. Mass sorbed * 0.47638E-09g/sq.ft. Since last printout at time * 170.00 Change in Total Mass = -0.15430E-08g/sq.ft. Advection in from atansphere - 0.00000 g/sq.ft. Advection in from water table » -0.91256E-09g/sq.ft. Diffusion in fro* atmosphere * -0.61344E-10g/sq.ft. Diffusion in from Mater table * -0.56911E-09g/sq.ft. Total inflow at boundaries = -0.15430E-08g/sq.ft. Mass discrepancy - -0.26645E-14g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -0.10280 Advection in from atmosphere • Advection in from water table ! Diffusion in from atmosphere * Diffusion in from water table •• Total inflow at boundaries * -0.10280 g/sq.ft. Mass discrepancy - -0.20862E-06g/sq.ft. g/sq.ft. 0.00000 g/sq.ft. -0.45386E-01g/sq.ft. -0.18383E-01g/sq.ft. -0.39030E-01g/sq.ft. GROUNDUATER IMPACT OF POLYGON Time 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 Mass per area (g/sq. 0.13622E-01 0.34519E-01 0.23016E-01 0.88469E-02 0.29649E-02 0.97320E-03 0.31877E-03 0.10439E-03 0.34189E-04 0.11197E-04 0.36669E-05 0.12009E-05 0.39329E-06 0.12880E-06 0.42182E-07 0.13815E-07 0.45242E-08 0.14817E-08 ft.) Total Mass (g) 0.13622E-01 0.34519E-01 0.23016E-01 0.88469E-02 0.29649E-02 0.97320E-03 0.31877E-03 0.10439E-03 0.34189E-04 0.11197E-04 0.36669E-05 0.12009E-OS 0.39329E-06 0.12880E-06 0.42182E-07 0.13815E-07 0.45242E-08 0.14817E-08 TOTAL GROUNDUATER IMPACT Tilie (yr) 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 Mass (g) 0.13622E-01 0.34519E-01 0.23016E-01 0.88469E-02 0.29649E-02 0.97320E-03 0.31877E-03 0.10439E-03 0.34189E-04 0.11197E-04 0.36669E-05 0.12009E-05 0.39329E-06 0.12880E-06 0.42182E-07 0.13815E-07 0.45242E-08 0.14817E-08 Cumulative Mass (g) 0.13622E-01 0.48141E-01 0.71157E-01 0.80004E-01 0.82969E-01 0.83942E-01 0.84261E-01 0.84365E-01 0.84399E-01 0.84410E-01 0.84414E-01 0.84415E-01 0.84416E-01 0.84416E-01 0.84416E-01 0.84416E-01 0.84416E-01 0.84416E-01 TUT OO4 Z41 VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynanac) Center for Subsurface Nodeling Support Robert S. Kerr Environmental Research Laboratory U.S. EnvironMntal Protection Agency P.O. Box 1198 Ada, OK 74820 POLYGON Tiw: Cell 123456789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 I 0.000 Cgas(g/cu.ft) 0.26510E-02 0.26510E-02 0.26510E-02 0.26510E-02 0.26510E-02 0.26510E-02 0.26510E-02 0.26510E-02 0.265106-02 0.26510E-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.265106-02 0.289416-01 0.289416-01 0.289416-01 0.289416-01 0.28941E-01 0.289416-01 0.289416-01 0.289416-01 0.289416-01 0.28941E-01 0.289416-01 0.289416-01 0.289416-01 0.289416-01 0.289416-01 0.289416-01 0.289416-01 0.289416-01 0.132556-03 0.132556-03 0. 132556-03 0.132556-03 0. 132556-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 0.13255E-03 0.13255E-03 0.132556-03 0.132556-03 0.132556-03 0.13255E-03 0.132556-03 0.132556-03 0.132556-03 0.132556-03 Cliq(g/cu.ft) 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.28722E-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.28722E-02 0.287226-02 0.287226-02 0.287226-02 0.287226-02 0.313556-01 0.313556-01 0.313556-01 0.313556-01 0.313556-01 0.313556-01 0.31355E-01 0.313556-01 0.313556-01 0.313556-01 0.313556-01 0.313556-01 0.313556-01 0.313556-01 0.313556-01 0.31355E-01 0.313556-01 0.313556-01 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0.14361E-03 0.14361E-03 0.14361E-03 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0. 14361 E -03 0.14361E-03 0.14361E-03 0.14361E-03 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0.14361E-03 0.143616-03 0.143616-03 Csol(g/g) 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.38036E-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.38036E-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.380366-07 0.415236-06 0.415236-06 0.415236-06 0.415236-06 0.41523E-06 0.41523E-06 0.415236-06 0.415236-06 0.415236-06 0.415236-06 0.415236-06 0.415236-06 0.41523E-06 0.41523E-06 0.415236-06 0.41523E-06 0.415236-06 0.415236-06 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.19018E-08 0.190186-08 0.190186-08 0.190186-08 0.19018E-08 0.190186-08 0.190186-08 0.19018E-08 0.19018E-08 0.19018E-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 TUT 004 2242 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 0.13255E-03 0.13255E-03 0.13255E-03 0.13255E-03 0.132S5E-03 0.13255E-03 0.132S5E-03 0.13255E-03 0.13255E-03 0.13255E-03 0.13255E-03 0.13255E-03 0.13255E-03 0.13255E-03 0.13255E-03 0.13255E-03 0.13255E-03 0.1325SE-03 0.13255E-03 0.13255E-03 0.13255E-03 0.13255E-03 0.13255E-03 0.00000 0.00000 0.00000 0.00000 0.00000 I 10.000 Cgas(g/cu.ft) 0.24585E-04 0.53129E-04 0.85958E-04 0.12320E-03 0.16495E-03 0.21129E-03 0.26230E-03 0.31800E-03 0.37841E-03 0.44352E-03 0.51330E-03 0. 587706-03 0.66665E-03 0.75007E-03 0.83786E-03 0.92992E-03 0.10261E-02 0.11263E-02 0.12304E-02 0.13383E-02 0.14498E-02 0.15648E-02 0.16832E-02 0.18048E-02 0.19296E-02 0.20681E-02 0.22134E-02 0.23684E-02 0.2S338E-02 0.271 02E-02 0. 289806-02 0.30974E-02 0.330866-02 0.35313E-02 0.37652E-02 0.400986-02 0.42643E-02 0.452806-02 0.47997E-02 0.50784E-02 0.53629E-02 0.565176-02 0.594366-02 0.622546-02 0.65028E-02 0.67714E-02 0.702866-02 0.72722E-02 0.750026-02 0.77107E-02 0.790236-02 0.807366-02 0.82238E-02 0.835206-02 0.84578E-02 0.85410E-02 0.860166-02 0.86398E-02 0.143616-03 0. 143616-03 0.14361E-03 0.14361E-03 0. 14361 E- 03 0. 143616-03 0.143616-03 0.143616-03 0.14361E-03 0.143616-03 0.14361E-03 0.14361E-03 0.14361E-03 0.14361E-03 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0.143616-03 0.14361E-03 0.14361E-03 0.143616-03 0.14361E-03 0.00000 0.00000 0.00000 0.00000 0.00000 Cliq(g/cu.ft) 0.26636E-04 0.57562E-04 0.93129E-04 0.13347E-03 0.17871E-03 0.22892E-03 0.28418E-03 0.34453E-03 0.40998E-03 0.480526-03 0.55612E-03 0.63673E-03 0.72227E-03 0.81265E-03 0.907766-03 0.100756-02 0.11117E-02 0.12203E-02 0.13331E-02 0.145006-02 0.157086-02 0.16954E-02 0.18236E-02 0.19554E-02 0.209066-02 0.22406E-02 0.239816-02 0.25660E-02 0.274526-02 0.29363E-02 0.31397E-02 0.33558E-02 0.358466-02 0.38259E-02 0.407936-02 0.43443E-02 0.462016-02 0.490576-02 0.52001E-02 0.55021E-02 0.58103E-02 0.61232E-02 0.64394E-02 0.67447E-02 0.704536-02 0.73363E-02 0.76149E-02 0.78789E-02 0.81259E-02 0.835396-02 0.85615E-02 0.87471E-02 0.890986-02 0.904876-02 0.91633E-02 0.92S35E-02 0.93191E-02 0.93606E-02 0.19018E-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.19018E-08 0.190186-08 0.190186-08 0.19018E-08 0.190186-08 0.190186-08 0.190186-08 0.19018E-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.190186-08 0.00000 0.00000 0.00000 0.00000 0.00000 Csol<g/g> 0.35273E-09 0.76229E-09 0.12333E-08 0.17676E-08 0.236666-08 0.303166-08 0.37634E-08 0.45626E-08 0.54293E-08 0.63635E-08 0.73647E-08 0.84322E-08 0.95649E-08 0.107626-07 0.120216-07 0.13342E-07 0.14722E-07 0.16160E-07 0.17654E-07 0.19202E-07 0.208016-07 0.22451E-07 0.24150E-07 0.2S895E-07 0.27686E-07 0.29672E-07 0.31758E-07 0.33982E-07 0.36354E-07 0.3888SE-07 0.41579E-07 0.44441E-07 0.47471E-07 0.50666E-07 0.54022E-07 0.57531E-07 0.611836-07 0.64966E-07 0.68865E-07 0.72864E-07 0.76945E-07 0.81090E-07 0.85277E-07 0.89320E-07 0.933006-07 0.971 54E-07 0.100846-06 0.10434E-06 0.107616-06 0.110636-06 0.11338E-06 0.115846-06 0.117996-06 0.119836-06 0.12135E-06 0.12254E-06 0.123416-06 0.12396E-06 TUT OO4 224: 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 0.86561E-02 0.86510E-02 0.86253E-02 0.85798E-02 0.85155E-02 0.84334E-02 0.83348E-02 0.82207E-02 0.80923E-02 0.79510E-02 0.77978E-02 0.76340E-02 0.74608E-02 0.72793E-02 0.70907E-02 0.68960E-02 0.66962E-02 0.64923E-02 0.62853E-02 0.60758E-02 0.58648E-02 0.56529E-02 0.54407E-02 0.52289E-02 0.50179E-02 0.48083E-02 0.4600SE-02 0.43947E-02 0.41913E-02 0.39906E-02 0.37926E-02 0.35977E-02 0.34059E-02 0.32172E-02 0.30317E-02 0.28495E-02 0.26704E-02 0.24944E-02 0.23214E-02 0.21514E-02 0.19841E-02 0.18194E-02 I 20.000 CgasCg/cu.ft) 0.71793E-05 0.15421E-04 0.24740E-04 0.35155E-04 0.46684E-04 0.59349E-04 0.73172E-04 0.881 76E-04 0.10439E-03 0.12183E-03 0.14053E-03 0.16052E-03 0.18183E-03 0.20449E-03 0.22852E-03 0.25395E-03 0.28082E-03 0.30916E-03 0.33899E-03 0.37034E-03 0.40324E-03 0.43772E-03 0.47379E-03 0.51149E-03 0.55084E-03 0.59185E-03 0.63454E-03 0.67895E-03 0.72S08E-03 0.77296E-03 0.82261E-03 0.87405E-03 0.92729E-03 0.98236E-03 0.10393E-02 0.10980E-02 0.11587E-02 0.12213E-02 0.12857E-02 0.13521E-02 0.14204E-02 0.14906E-02 0.15627E-02 0.16368E-02 0.93782E-02 0.93727E-02 0.93448E-02 0.92955E-02 0.92259E-02 0.91370E-02 0.90301E-02 0.89065E-02 0.87674E-02 0.86143E-02 0.84483E-02 0.82708E-02 0.80832E-02 0.78866E-02 0.76822E-02 0.74713E-02 0.72S48E-02 0.70340E-02 0.68096E-02 0.65827E-02 0.63540E-02 0.61244E-02 0.58946E-02 0.56651E-02 0.54366E-02 0.52095E-02 0.49843E-02 0.47613E-02 0.45410E-02 0.43235E-02 0.41090E-02 0.38978E-02 0.36900E-02 0.34856E-02 0.32846E-02 0.30872E-02 0.28932E-02 0.27025E-02 0.25151E-02 0.23309E-02 0.21496E-02 0.19712E-02 Cliq(g/cu.ft) 0.77783E-05 0.16707E-04 0.26804E-04 0.38087E-04 0.50579E-04 0.64300E-04 0.79276E-04 0.95532E-04 0.11309E-03 0.13199E-03 0.15226E-03 0.17392E-03 0.19700E-03 0.22155E-03 0.24758E-03 0.27514E-03 0.30425E-03 0.33495E-03 0.36727E-03 0.40124E-03 0.43688E-03 0.47424E-03 0.51332E-03 0.55416E-03 0.59679E-03 0.64122E-03 0.68748E-03 0.73559E-03 0.78557E-03 0.83745E-03 0.89124E-03 0.94696E-03 0.10046E-02 0.10643E-02 0.11260E-02 0.11897E-02 0.12554E-02 0.13231E-02 0.13930E-02 0.14649E-02 0.15389E-02 0. 161506-02 0.16931E-02 0.17733E-02 0.12419E-06 0.12412E-06 0.12375E-06 0.12310E-06 0.12218E-06 0.12100E-06 0.11959E-06 0.11795E-06 0.11611E-06 0.11408E-06 0.11188E-06 0.10953E-06 0.10704E-06 0.10444E-06 0.10173E-06 0.98941E-07 0.96075E-07 0.93150E-07 0.90179E-07 0.87174E-07 0.84146E-07 0.81105E-07 0.78061E-07 0.75022E-07 0.71996E-07 0.68989E-07 0.66006E-07 0.63054E-07 0.60136E-07 0.57255E-07 0.54416E-07 0.51619E-07 0.48866E-07 0.46159E-07 0.43498E-07 0.40883E-07 0.38314E-07 0.35789E-07 0.33307E-07 0.30867E-07 0.28467E-07 0.26105E-07 CsoUg/g) 0.10301E-09 0.22125E-09 0.35496E-09 0.50439E-09 0.66981E-09 0.8S152E-09 0.10498E-08 0.12651E-08 0.14977E-08 0.17480E-08 0.20163E-08 0.23032E-08 0.26089E-08 0.29339E-08 0.32787E-08 0.36436E-08 0.40292E-08 0.44357E-08 0.48637E-08 0.53136E-08 0.57856E-08 0.62803E-08 0.67979E-08 0.73388E-08 0.79032E-08 0.84916E-08 0.91043E-08 0.97414E-08 0.10403E-07 0.11090E-07 0.11803E-07 0.12541E-07 0.13304E-07 0.14095E-07 0.14911E-07 0.15754E-07 0.16625E-07 0.17522E-07 0.18447E-07 0.19399E-07 0.20379E-07 0.21387E-07 0.22422E-07 0.23484E-07 TUT OO4 2244 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 0.17127E-02 0.17905E-02 0. 187006-02 0.19513E-02 0.20343E-02 0.21188E-02 0.22048E-02 0.22922E-02 0.23807E-02 0.24703E-02 0.25607E-02 0.26518E-02 0.27434E-02 0.28351E-02 0.29269E-02 0.301 836 -02 0.31091E-02 0.31991E-02 0.32879E-02 0.33753E-02 0.34608E-02 0.35442E-02 0.36252E-02 0.37034E-02 0.37785E-02 0.38501E-02 0.39181E-02 0.39819E-02 0.40414E-02 0.40962E-02 0.41460E-02 0.41906E-02 0.42296E-02 0.42630E-02 0.42903E-02 0.431 14E-02 0.43261E-02 0.43343E-02 0.43356E-02 0.43300E-02 0.43174E-02 0.42976E-02 0.42706E-02 0.42361E-02 0.41942E-02 0.41448E-02 0.40879E-02 0.40234E-02 0.39513E-02 0.38715E-02 0.37842E-02 0.36892E-02 0.35866E-02 0.34764E-02 0.33587E-02 0.32333E-02 I 30.000 Cgas(g/cu.ft> 0.23363E-05 0.50161E-05 0.80439E-05 0.11425E-04 0.15164E-04 0.19267E-04 0.23741E-04 0.28592E-04 0.33828E-04 0.39454E-04 0.45479E-04 0.51911E-04 0.58757E-04 0.66026E-04 0.73727E-04 0.81867E-04 0.90455E-04 0.99501E-04 0.10901E-03 0.11900E-03 0.12947E-03 0.14043E-03 0.15190E-03 0.16388E-03 0.17637E-03 0.18939E-03 0.20295E-03 0.21705E-03 0.23170E-03 0.24691E-03 0.18556E-02 0.19398E-02 0.20260E-02 0.21141E-02 0.22040E-02 0.22956E-02 0.23888E-02 0.24834E-02 0.25793E-02 0.26764E-02 0.27744E-02 0.28731E-02 0.29723E-02 0.30717E-02 0.31710E-02 0.32701E-02 0.33685E-02 0.34660E-02 0.35622E-02 0.36569E-02 0.37495E-02 0.38399E-02 0.39276E-02 0.40123E-02 0.40937E-02 0.4171 3E-02 0.42449E-02 0.43141E-02 0.43785E-02 0.44379E-02 0.44919E-02 0.45402E-02 0.45825E-02 0.46186E-02 0.46482E-02 0.4671 1E-02 0.46870E-02 0.46958E-02 0.46973E-02 0.46913E-02 0.46776E-02 0.46562E-02 0.46268E-02 0.45895E-02 0.45441E-02 0.44906E-02 0.44289E-02 0.43590E-02 0.42809E-02 0.41945E-02 0.40999E-02 0.39970E-02 0.38858E-02 0.37664E-02 0.36389E-02 0.35031E-02 Ctig(g/cu.ft) 0.25312E-05 0.54346E-05 0.87150E-05 0.12378E-04 0.16429E-04 0.20875E-04 0.25722E-04 0.30978E-04 0.36650E-04 0.42745E-04 0.49273E-04 0.56241E-04 0.63659E-04 0.71534E-04 0.79877E-04 0.88696E-04 0.98002E-04 0.10780E-03 0.11811E-03 0.12893E-03 0.14027E-03 0.15215E-03 0.16457E-03 0.17755E-03 0.19108E-03 0.20519E-03 0.21988E-03 0.23515E-03 0.25103E-03 0.26750E-03 0.24573E-07 0.25689E-07 0.26831E-07 0.27997E-07 0.29187E-07 0.30400E-07 0.31634E-07 0.32887E-07 0.34158E-07 0.35443E-07 0.36741E-07 0.38048E-07 0.39361E-07 0.40678E-07 0.41994E-07 0.43306E-07 0.44609E-07 0.45900E-07 0.47174E-07 0.48427E-07 0.49655E-07 0.50852E-07 0.52013E-07 0.53135E-07 0.54213E-07 0.55241E-07 0.56215E-07 0.57131E-07 0.57984E-07 0.58770E-07 0.59485E-07 0.60125E-07 0.60686E-07 0.61164E-07 0.61556E-07 0.61859E-07 0.62070E-07 0.62187E-07 0.62206E-07 0.62126E-07 0.61945E-07 0.61661E-07 0.61273E-07 0.60778E-07 0.60177E-07 0.59469E-07 0.58652E-07 0.57727E-07 O.S6692E-07 0.55548E-07 0.54294E-07 0.52932E-07 0.51460E-07 0.49879E-07 0.48189E-07 0.46391E-07 Csol(g/g> 0.33521E-10 0.71970E-10 0.11541E-09 0.16392E-09 0.21757E-09 0.27644E-09 0.34063E-09 0.41024E-09 0.48535E-09 0.56607E-09 0.65252E-09 0.74480E-09 0.84303E-09 0.94733E-09 0.10578E-08 0.11746E-08 0.12978E-08 0.14276E-08 0.15641E-08 0.17074E-08 0.18576E-08 0.20149E-08 0.21794E-08 0.23512E-08 0.2S305E-08 0.271 73E-08 0.291 18E-08 0.31U1E-08 0.33243E-08 0.3542SE-08 TUT OO4 245 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.26268E-03 0.27902E-03 0.29594E-03 0.31345E-03 0.33154E-03 0.35022E-03 0.36950E-03 0.38937E-03 0.40984E-03 0.43091E-03 0.45259E-03 0.47486E-03 0.49772E-03 0.521 18E-03 0.54523E-03 0.56987E-03 0.59507E-03 0.62085E-03 0.64719E-03 0.67407E-03 0.70148E-03 0.72941E-03 0.75785E-03 0.78676E-03 0.81613E-03 0.84594E-03 0.87616E-03 0.90676E-03 0.93771E-03 0.96898E-03 0.10005E-02 0.10323E-02 0.10643E-02 0.10964E-02 0.11286E-02 0.11609E-02 0.11931E-02 0.12252E-02 0.12572E-02 0.128906-02 0.13205E-02 0.13516E-02 0.13822E-02 0.14123E-02 0.14417E-02 0.14704E-02 0.14983E-02 0.15252E-02 0.1S510E-02 0.15757E-02 0.15991E-02 0.16210E-02 0.16414E-02 0.16601E-02 0.16770E-02 0.16919E-02 0.17047E-02 0.17153E-02 0.17234E-02 0. 172906-02 0.17319E-02 0.17320E-02 0.17290E-02 0.17229E-02 0.17134E-02 0.17004E-02 0.16838E-02 0.16633E-02 0.16388E-02 0.16101E-02 0.28459E-03 0.302306-03 0.320636-03 0.339606-03 0.359206-03 0.37944E-03 0.40032E-03 0.42185E-03 0.44403E-03 0.46686E-03 0.49034E-03 0.51447E-03 0.53924E-03 0.56466E-03 0.59072E-03 0.61741E-03 0.64472E-03 0.67265E-03 0.70118E-03 0.73030E-03 0.760006-03 0.790266-03 O.B2107E-03 0.85239E-03 0.88422E-03 0. 916516-03 0.94925E-03 0.98241E-03 0.101596-02 0.10498E-02 0.10840E-02 0.11184E-02 0.115316-02 0.118796-02 0.12228E-02 0.12577E-02 0.12926E-02 0.13274E-02 0.136216-02 0.1396SE-02 0.14306E-02 0.14643E-02 0.14975E-02 0.153016-02 0.15620E-02 0.15931E-02 0.16233E-02 0.16524E-02 0.168046-02 0.17071E-02 0.17325E-02 0.17562E-02 0.17783E-02 0.17986E-02 0.181686-02 0.18330E-02 0.18469E-02 0.185836-02 0.18672E-02 0.18733E-02 0.18764E-02 0.18765E-02 0.18733E-02 0.18666E-02 0.18563E-02 0.18423E-02 0.18242E-02 0.18020E-02 0.17755E-02 0.17444E-02 0.37688E-08 0.40033E-08 0.42461E-08 0.44973E-08 0.47568E-08 0.50249E-08 0.530146-08 0.558666-08 0.58803E-08 0.61826E-08 0.64936E-08 0.68131E-08 0.71412E-08 0.74778E-08 0.78228E-08 0.81763E-08 0.85379E-08 0.890786-08 0.928566-08 0.96713E-08 0.10065E-07 0.104656-07 0.10873E-07 0.112886-07 0.1171 OE-07 0.12137E-07 0.12571E-07 0.13010E-07 0.13454E-07 0.13903E-07 0.143S5E-07 0.148116-07 0.15270E-07 0.15731E-07 0.16193E-07 0. 166566-07 0.171186-07 0.17579E-07 0.180386-07 0.18494E-07 0.189466-07 0.193926-07 0.198326-07 0.202636-07 0.206866-07 0.210976-07 0.214976-07 0.218836-07 0.222546-07 0.226086-07 0.22943E-07 0.232586-07 0.23550E-07 0.238186-07 0.240606-07 0.242746-07 0.244586-07 0.246106-07 0.24727E-07 0.24808E-07 0.24850E-07 0.248506-07 0.248086-07 0.247206-07 0.245836-07 0.243976-07 0.241586-07 0.23864E-07 0.23513E-07 0.231016-07 POLYGON I Tiw: Cell 1 234 56789 10 11 12 13 14 15 16 40.000 C9*s(9/cu.ft) 0.76499E-06 0.164246-05 0.263376-05 0.374056-05 0.496476-05 0.630796-05 0.777246-05 0.936026-05 0.110746-04 0.129156-04 0.148876-04 0.169916-04 0.192316-04 0.216096-04 0.24128E-04 0.267906-04 Cliq<g/cu.ft) 0.82881E-06 0.177946-05 0.28534E-05 0.40526E-05 0.537886-05 0.683426-05 0.842086-05 0.10141E-04 0.11997E-04 0.13992E-04 0.161286-04 0.18408E-04 0.20835E-04 0.23412E-04 0.261416-04 0.29025E-04 CsoUg/9) 0.109766-10 0.23565E-10 0.37788E-10 0.53668E-10 0.71231E-10 0.90504E-10 0.111526-09 0.134306-09 0.158886-09 0.185306-09 0.21359E-09 0.24378E-09 0.275926-09 0.310046-09 0.346186-09 0.384386-09 TUT OO4 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 0.29S99E-04 0.32S57E-04 0.35667E-04 0.38931E-04 0.42354E-04 0.45936E-04 0.49683E-04 0.53595E-04 0.57676E-04 0.61928E-04 0.66355E-04 0.70958E-04 0.75740E-04 0.80703E-04 0.8S850E-04 0.91183E-04 0.96703E-04 0.10241E-03 0.10831E-03 0.11440E-03 0.12069E-03 0.12717E-03 0.13384E-03 0.14071E-03 0.14778E-03 0.15504E-03 0.16250E-03 0.17014E-03 0.17799E-03 0.18602E-03 0.19424E-03 0.20265E-03 0.21124E-03 0.22001E-03 0.22896E-03 0.23807E-03 0.24736E-03 0.25680E-03 0.26640E-03 0.27615E-03 0.28603E-03 0.29605E-03 0.30619E-03 0.31644E-03 0.32679E-03 0.33723E-03 0.34774E-03 0.35832E-03 0.36895E-03 0.37962E-03 0.39030E-03 0.40098E-03 0.41164E-03 0.42226E-03 0.43282E-03 0.44330E-03 0.45367E-03 0.46391E-03 0.47400E-03 0.48390E-03 0.49359E-03 0.50304E-03 0.51221E-03 0.52107E-03 0.52958E-03 0.53772E-03 0.54543E-03 0.55269E-03 0.55944E-03 0.56565E-03 0.57127E-03 0.57625E-03 0.58054E-03 0.58410E-03 0.58686E-03 0.58878E-03 0.58980E-03 0.58986E-03 0.58890E-03 0.58686E-03 0.58367E-03 0.57927E-03 0.57359E-03 0.56656E-03 1 50.000 Cgas(g/cu.ft) 0.25054E-06 0.53790E-06 0.32068E-04 0.35273E-04 0.38642E-04 0.42179E-04 0.45887E-04 0.49769E-04 0.53827E-04 0.58066E-04 0.62487E-04 0.6709SE-04 0.71890E-04 0.76877E-04 0.82058E-04 0.87436E-04 0.93012E-04 0.96790E-04 0.10477E-03 0.11096E-03 0.11735E-03 0.12395E-03 0.13076E-03 0.13778E-03 0.14501E-03 0.15245E-03 0.16011E-03 0.16797E-03 0.17605E-03 0.18434E-03 0.19283E-03 0.20154E-03 0.21044E-03 0.21955E-03 0.22886E-03 0.23836E-03 0.24806E-03 0.25793E-03 0.26799E-03 0.27823E-03 0.28863E-03 0.29918E-03 0.30989E-03 0.3207SE-03 0.33173E-03 0.34283E-03 0.35405E-03 0.36536E-03 0.37675E-03 0.38822E-03 0.39973E-03 0.41129E-03 0.42286E-03 0.43443E-03 0.44598E-03 0.45748E-03 0.46893E-03 0.48028E-03 0.491 52E-03 0.50262E-03 0.51354E-03 0.52427E-03 0.53477E-03 0.54500E-03 0.55494E-03 0.56453E-03 0.57376E-03 0.58257E-03 0.59093E-03 0.59879E-03 0.6061 IE-03 0.61284E-03 0.61892E-03 0.62432E-03 0.62897E-03 0.63282E-03 0.63582E-03 0.63790E-03 0.63901E-03 0.63907E-03 0.63803E-03 0.63S82E-03 0.63237E-03 0.62760E-03 0.62144E-03 0.61383E-03 Clig(fl/cu.ft) 0.27144E-06 0.58277E-06 0.42468E-09 0.46711E-09 0.51173E-09 0.55857E-09 0.60768E-09 0.65908E-09 0.71283E-09 0.76896E-09 0.82751E-09 0.88853E-09 0.95204E-09 0.10181E-08 0.10867E-08 0.11579E-08 0.12318E-08 0.13083E-08 0.13875E-08 0.14694E-08 0.15540E-08 0.16414E-08 0.17316E-08 0.18246E-08 0.19204E-08 0.20189E-08 0.21203E-08 0.22245E-08 0. 233146-08 0.24412E-08 0.25537E-08 0.26689E-08 0.27869E-08 0.29075E-08 0.30308E-08 0.31566E-08 0.32850E-08 0.34158E-08 0.35490E-08 0.36845E-08 0.38222E-08 0.39621E-08 0.41039E-08 0.42476E-08 0.43931E-08 0.45401E-08 0.46886E-08 0.48384E-08 0.49893E-08 0.51411E-08 0.52936E-08 0.54466E-08 0.55999E-08 0.57531E-08 0.590606-08 0.60584E-08 0.62100E-08 0.63603E-08 0.65091E-08 0.66561E-08 0.68008E-08 0.69429E-08 0.70819E-08 0.72174E-08 0.73490E-08 0.74761E-08 0.75983E-08 0.77150E-08 0.78257E-08 0.79298E-08 0.80267E-08 0.81157E-08 0.81963E-08 0.82678E-08 0.83294E-08 0.83804E-08 0.84201E-08 0.84477E-08 0.84623E-08 0.84632E-08 0.84494E-08 0.84201E-08 0.83744E-08 0.83112E-08 0.82297E-08 0.81289E-08 Csol(g/g) 0.35947E-11 0.77176E-11 TUT GO4 2247 34 56789 10 11 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 0.86256E-06 0.12251E-05 0.162606-05 0.20659E-05 0.2S455E-05 0.30655E-05 0.36267E-05 0.42297E-05 0.48754E-05 0.55646E-05 0.62982E-05 0.70770E-05 0.79019E-05 0.87739E-05 0.96937E-05 0.10662E-04 0.11681E-04 0.12750E-04 0.13871E-04 0.15044E-04 0.16271E-04 0.17552E-04 0.18888E-04 0. 20281 E -04 0.21730E-04 0.23238E-04 0.24803E-04 0.26429E-04 0.281 14E-04 0.29860E-04 0.31667E-04 0.33537E-04 0.35468E-04 0.37463E-04 0.39521E-04 0.41642E-04 0.43827E-04 0.46076E-04 0.48389E-04 0.50766E-04 0.53207E-04 0.55711E-04 0.58277E-04 0.60907E-04 0.63598E-04 0.66350E-04 0.69162E-04 0.72033E-04 0.74961E-04 0.77946E-04 0.80985E-04 0.84076E-04 0.87218E-04 0.90408E-04 0.93644E-04 0.96923E-04 0.10024E-03 0.10360E-03 0.10699E-03 0.11041E-03 0.11385E-03 0.11732E-03 0.12080E-03 0.12429E-03 0.12779E-03 0.13129E-03 0.13478E-03 0.13827E-03 0.14173E-03 0.14517E-03 0.14858E-03 0.1S194E-03 0.15525E-03 0.15851E-03 0.16170E-03 0.16481E-03 0.16783E-03 0.17075E-03 0.17357E-03 0.17626E-03 0.17882E-03 0.18123E-03 0.18348E-03 0.18556E-03 0.18745E-03 0.18913E-03 0.19060E-03 0.19183E-03 0.19281E-03 0.19351E-03 0.93452E-06 0.13273E-05 0.17616E-05 0.22382E-05 0.27579E-05 0.33213E-05 0.39292E-05 0.45826E-05 0.52821E-05 0.60289E-05 0.6B236E-05 0.76674E-05 0.85611E-05 0.95058E-05 0.10502E-04 0.11552E-04 0.12655E-04 0.13814E-04 0.15028E-04 0.16299E-04 0.17628E-04 0.19016E-04 0.20464E-04 0.21973E-04 0.23543E-04 0.25176E-04 0.26873E-04 0.28633E-04 0.30459E-04 0.32351E-04 0.34309E-04 0.36334E-04 0.38427E-04 0.40588E-04 0.42818E-04 0.45116E-04 0.47484E-04 0.49920E-04 0.52426E-04 0.55001E-04 0.57645E-04 0.60358E-04 0.63139E-04 0.65988E-04 0.68903E-04 0.71885E-04 0.74932E-04 0.78042E-04 0.81215E-04 0.84448E-04 0.87741E-04 0.91090E-04 0.94494E-04 0.97950E-04 0.10146E-03 0.10501E-03 0.10860E-03 0.11224E-03 0.11591E-03 0.11962E-03 0.12335E-03 0.12710E-03 0.13087E-03 0.13466E-03 0.13845E-03 0.14224E-03 0.14603E-03 0.14980E-03 0.15356E-03 0.15728E-03 0.16097E-03 0.16461E-03 0.16821E-03 0.17173E-03 0.17519E-03 0.17856E-03 0.18183E-03 0.18500E-03 0.18805E-03 0.19096E-03 0.19374E-03 0.19635E-03 0.19879E-03 0.20104E-03 0.20309E-03 0. 20491 E- 03 0.20650E-03 0. 207836-03 0.20889E-03 0.20965E-03 0.12376E-10 0.17577E-10 0.23329E-10 0.29641E-10 0.36522E-10 0.43983E-10 0.52034E-10 0.60687E-10 0.69951E-10 0.79840E-10 0.90365E-10 0.10154E-09 0.11337E-09 0.12588E-09 0.13908E-09 0.15298E-09 0.16759E-09 0.18293E-09 0.19901E-09 0.21585E-09 0.23345E-09 0.25183E-09 0.271 OOE-09 0.29098E-09 0.31178E-09 0.33341E-09 0.35587E-09 0.37919E-09 0.40337E-09 0.42842E-09 0.45435E-09 0.48117E-09 0.50889E-09 0.53751E-09 0.56703E-09 0.59747E-09 0.62882E-09 0.66109E-09 0.69428E-09 0.72838E-09 0.76339E-09 0.79932E-09 0.83615E-09 0.87387E-09 0.91248E-09 0.95197E-09 0.99231E-09 0.10335E-08 0.10755E-08 0.11183E-08 0.11619E-08 0.12063E-08 0.12514E-08 0.12971E-08 0.13436E-08 0.13906E-08 0.14382E-08 0.14864E-08 0.15350E-08 0.15841E-08 0.16335E-08 0.16832E-08 0.17332E-08 0.17833E-08 0.18335E-08 0.18837E-08 0.19338E-08 0.19838E-08 0.20335E-08 0.20829E-08 0.21317E-08 0.21800E-08 0.22275E-08 0.22742E-08 0.23200E-08 0.23646E-08 0.24080E-08 0.24499E-08 0.24903E-08 0.25289E-08 0.2S656E-08 0.26002E-08 0.2632SE-08 0.26624E-08 0.26895E-08 0.271 36E-08 0.27347E-08 0.27523E-08 0.27663E-08 0.27764E-08 TUT 004 2248 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 0.19393E-03 0.19404E-03 0.19382E-03 0.19326E-03 0.19232E-03 0.19100E-03 0.18927E-03 0. 187106-03 I 60.000 Cgas(g/cu.ft) 0.82052E-07 0.17616E-06 0.28249E-06 0.40121E-06 0.53250E-06 0.67658E-06 0.83366E-06 0.100406-05 0.118776-05 0.13852E-05 0.15967E-05 0.182246-05 0.206276-05 0.231776-05 0.258796-05 0.287346-05 0.317476-05 0.349196-05 0.382556-05 0.417566-05 0.454276-05 0.492696-05 0.532876-05 0.574836-05 0.618596-05 0.664206-05 0.711676-05 0.761036-05 0.812326-05 0.865546-05 0.920736-05 0.977926-05 0.103716-04 0.109836-04 0.116166-04 0.122696-04 0.129436-04 0.136386-04 0.143536-04 0.150906-04 0.158476-04 0.166266-04 0.174256-04 0.182456-04 0.190866-04 0.199476-04 0.208286-04 0.217296-04 0.226506-04 0.235906-04 0.245496-04 0.255276-04 0.265226-04 0.275346-04 0.285636-04 0.296086-04 0.306686-04 0.317416-04 0.328286-04 0.339276-04 0.350376-04 0.361576-04 0.372846-04 0.384196-04 0.395596-04 0.407036-04 0.418496-04 0.429966-04 0.441406-04 0.452816-04 0.464156-04 0.475416-04 0.486566-04 0.497586-04 0.508446-04 0.51910E-04 0.529546-04 0.539736-04 0.210116-03 0.210236-03 0.209996-03 0.209386-03 0.208376-03 0.206936-03 0.205056-03 0.202706-03 CliqCg/cu.ft) 0.888976-07 0.190866-06 0.306066-06 0.434686-06 0.576936-06 0.733026-06 0.903206-06 0.108776-05 0.128686-05 0.150086-05 0.172996-05 0.197456-05 0.223476-05 0.251116-05 0.280386-05 0.311326-05 0.343956-05 0.378326-05 0.414466-05 0.452406-05 0.492166-05 0.533796-05 0.577326-05 0.622786-05 0.670206-05 0.719616-05 0.771046-05 0.824526-05 0.880086-05 0.937756-05 0.997556-05 0.105956-04 0.112366-04 0.119006-04 0.125856-04 0.132936-04 0.140236-04 0.147766-04 0.155516-04 0.163496-04 0.171706-04 0.180136-04 0.188796-04 0.197676-04 0.206786-04 0.216116-04 0.225666-04 0.235426-04 0.245406-04 0.255586-04 0.265976-04 0.276566-04 0.287346-04 0.298316-04 0.309466-04 0.320786-04 0.332266-04 0.343896-04 0.355676-04 0.367586-04 0.379606-04 0.391736-04 0.403956-04 0.416246-04 0.428606-04 0.440996-04 0.453416-04 0.465836-04 0.478226-04 0.490586-04 0.502876-04 0.515076-04 0.527166-04 0.539096-04 0.550856-04 0.56241E-04 0.573726-04 0.584766-04 0.278246-08 0.278406-08 0.278096-08 0.277286-08 0.275946-08 0.274046-08 0.271556-08 0.268446-08 Csol(g/g) 0.117736-11 0.252756-11 0.405316-11 0.575646-11 0.764026-11 0.970746-11 0.119616-10 0.144056-10 0.170416-10 0.198756-10 0.229096-10 0.261486-10 0.295956-10 0.332546-10 0.371306-10 0.412276-10 0.455496-10 0.501016-10 0.548876-10 0.599106-10 0.651776-10 0.706906-10 0.764546-10 0.824746-10 0.887546-10 0.952976-10 0.102116-09 0.109196-09 0.116556-09 0.124196-09 0.132106-09 0.140316-09 0.148806-09 0.157586-09 0.166666-09 0.176036-09 0.185706-09 0.195676-09 0.205946-09 0.216516-09 0.227376-09 0.238546-09 0.250016-09 0.261776-09 0.273846-09 0.286196-09 0.298836-09 0.311776-09 0.324986-09 0.338476-09 0.352236-09 0.366256-09 0.380536-09 0.395056-09 0.409826-09 0.424816-09 0.440016-09 0.455426-09 0.471016-09 0.486786-09 0.502706-09 0.518766-09 0.534956-09 0.551236-09 0.567596-09 0.584006-09 0.600446-09 0.616896-09 0.633316-09 0.649676-09 0.665956-09 0.682116-09 0.698116-09 0.713926-09 0.729496-09 0.74479E-09 0.759776-09 0.774396-09 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tiwe: Cell 1234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 0.54963E-04 0.55921E-04 0.56843E-04 0.577266-04 0.58564E-04 0.59355E-04 0.60093E-04 0.60774E-04 0.61394E-04 0.61947E-04 0.62429E-04 0.62833E-04 0.63155E-04 0.63388E-04 0.63527E-04 0.63566E-04 0.63498E-04 0.63316E-04 0.63014E-04 0.62584E-04 0.62020E-04 0.61314E-04 I 70.000 Cgas(g/cu.ft) 0.26872E-07 0.57693E-07 0.92515E-07 0.13139E-06 0.17439E-06 0.22158E-06 0.27302E-06 0.328806-06 0.38898E-06 0.45366E-06 0.52292E-06 0.59684E-06 0.67552E-06 0.75905E-06 0.84753E-06 0.94105E-06 0.10397E-05 0.11436E-05 0.12528E-05 0.13675E-05 0.14877E-05 0.16136E-05 0.17451E-05 0.18825E-05 0.20259E-05 0.21752E-05 0.23307E-05 0.24924E-05 0.26603E-05 0.28346E-05 0.30154E-05 0.32027E-05 0.33965E-05 0.3S970E-05 0.38042E-05 0.40181E-05 0.42388E-05 0.44664E-05 0.47007E-05 0.49419E-05 0.51900E-05 0.54449E-05 0.57067E-05 0.59752E-05 0.62505E-05 0.6S32SE-05 0.68211E-05 0.71163E-05 0.74179E-05 0.772S8E-05 0.80399E-05 0.83599E-05 0.86859E-05 0.90174E-05 0.93544E-05 0.96965E-05 0.10044E-04 0.10395E-04 0.10751E-04 0.11111E-04 0.11475E-04 0.11841E-04 0.12211E-04 0.12582E-04 0.59549E-04 0.60586E-04 0.61585E-04 0.62541E-04 0.63450E-04 0.64306E-04 0.65106E-04 0.65844E-04 0.66516E-04 0.67115E-04 0.67637E-04 0.68075E-04 0.68423E-04 0.68676E-04 0.68827E-04 0.68869E-04 0.68795E-04 0.68598E-04 0.68271E-04 0.67805E-04 0.67194E-04 0.66429E-04 CliqCg/cu.ft) 0.291 13E-07 0.62506E-07 0.10023E-06 0.14236E-06 0.18894E-06 0.24006E-06 0.29S80E-06 0.35622E-06 0.42143E-06 0.49150E-06 0.56654E-06 0.64663E-06 0.73187E-06 0.82237E-06 0.91823E-06 0.10196E-05 0.11264E-05 0.12390E-05 0.13573E-05 0.14816E-05 0.16118E-05 0.17482E-05 0.18907E-05 0.20396E-05 0.21949E-05 0.23567E-05 0.25251E-05 0.27003E-05 0.28822E-05 0.3071 1E-05 0.32669E-05 0.34698E-05 0.36799E-05 0.38971E-05 0.41215E-05 0.43533E-05 0.45924E-05 0.48390E-05 0.50929E-05 0.53542E-05 0.56230E-OS 0.58992E-05 0.61828E-05 0.64737E-OS 0.67720E-05 0.70775E-05 0.73902E-05 0.77100E-05 0.80367E-05 0.83703E-05 0.87106E-05 0.90574E-05 0.94105E-05 0.97697E-05 0.10135E-04 0.10505E-04 0.10881E-04 0.11262E-04 0.11648E-04 0.12038E-04 0.12432E-04 0.12829E-04 0.13229E-04 0.13632E-04 0. 788606-09 0.80234E-09 0.81557E-09 0.82823E-09 0.84026E-09 0.8S161E-09 0.862206-09 0.871976-09 0.88087E-09 0.888806-09 0.895716-09 0.90151E-09 0.90613E-09 0.909486-09 0.911476-09 0.912026-09 0.911046-09 0.908446-09 0.90410E-09 0.897946-09 0.889856-09 0.879716-09 csol<g/g> 0.38SSS6-12 0.82776E-12 0.132746-11 0.188526-11 0.250216-11 0.317916-11 0.391726-11 0.471756-11 0.558106-11 0.650906-11 0.750266-11 0.856336-11 0.969226-11 0. 108916-10 0.121606-10 0. 135026-10 0.149176-10 0.164086-10 0.179756-10 0.196216-10 0.213456-10 0.231516-10 0.250396-10 0.270106-10 0.290676-10 0.312106-10 0.334406-10 0.357606-10 0.381696-10 0.406706-10 0.432646-10 0.459516-10 0.487326-10 0.516096-10 0.545816-10 0.576516-10 0.608176-10 0.640826-10 0.674456-10 0.709056-10 0.744656-10 0.781226-10 0.818786-10 0.857316-10 0.896816-10 0.937276-10 0.978686-10 0.102106-09 0.10643E-09 0.11085E-09 0.11535E-09 0.11995E-09 0.12462E-09 0.12938E-09 0.134216-09 0.139126-09 0.14410E-09 0.14915E-09 0.15425E-09 0.15942E-09 0.164636-09 0.169896-09 0.17519E-09 0.18053E-09 TUT OO4 2250 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0.129566-04 0.13330E-04 0.13706E-04 0.14081E-04 0.14456E-04 0.14829E-04 0.15201E-04 0.15570E-04 0.15935E-04 0.162966-04 0.16651E-04 0. 170006-04 0.17342E-04 0.176766-04 0.180006-04 0.183146-04 0.186166-04 0.18905E-04 0.191796-04 0. 194386-04 0.196806-04 0.199036-04 0.201066-04 0.202876-04 0.204456-04 0.205786-04 0.206836-04 0.207596-04 0.208056-04 0.208186-04 0.20795E-04 0.207366-04 0. 206376-04 0.204966-04 0.203126-04 0. 200816-04 I 80.000 Cgu(g/cu.ft) 0.880046-08 0.188946-07 0.302986-07 0.430316-07 0.571136-07 0.725666-07 0.894146-07 0.107686-06 0.127396-06 0. 148576-06 0.171256-06 0.195466-06 0.221236-06 0.248596-06 0.277566-06 0.308196-06 0.340506-06 0.374536-06 0. 410306-06 0.447856-06 0.487226-06 0.528436-06 0.571536-06 0.616536-06 0.663476-06 0.712386-06 0.763306-06 0.816246-06 0.871256-06 0.928336-06 0.987536-06 0.104896-05 0.111236-05 0.117806-05 0.124596-05 0.131596-05 0.138826-05 0.146276-05 0.153956-05 0.161856-05 0.169976-05 0.178326-05 0.186896-05 0.195696-05 0.20470E-OS 0.213946-05 0.223396-05 0.233066-05 0.242936-05 0.253026-05 0.140366-04 0.144426-04 0.148496-04 0.152566-04 0.156626-04 0.160666-04 0.164696-04 0.168686-04 0.172646-04 0.176556-04 0.180406-04 0.184196-04 0.187896-04 0.191516-04 0.195026-04 0.198426-04 0.201696-04 0.204826-04 0.207796-04 0.210606-04 0.213226-04 0.215646-04 0.217846-04 0.219806-04 0.221516-04 0.222946-04 0.224086-04 0.224916-04 0.225416-04 0.225546-04 0.225306-04 0.224666-04 0.223596-04 0.222066-04 0.220066-04 0.217566-04 Clig(g/cu.ft) 0.953466-08 0.204706-07 0.328266-07 0.466216-07 0.618786-07 0.786206-07 0.968736-07 0.116666-06 0.138026-06 0.160976-06 0. 185546-06 0.211776-06 0.239696-06 0.269336-06 0.300726-06 0.333906-06 0.368916-06 0.405776-06 0.444536-06 0.485226-06 0.527876-06 0.572526-06 0.619206-06 0.667966-06 0.718826-06 0.771816-06 0.826976-06 0.884346-06 0.943936-06 0.100586-05 0.106996-05 0.113646-05 0.120516-05 0.127636-05 0.134986-05 0.142576-05 0.150406-05 0.158476-05 0.166796-05 0.175356-05 0.184156-05 0.193206-05 0.202486-05 0.212016-05 0.221786-05 0.231796-05 0.242036-05 0.252506-05 0.263206-05 0.274126-05 0.185886-09 0.191266-09 0.196646-09 0.202036-09 0.207416-09 0.212776-09 0.218106-09 0.223396-09 0.228636-09 0.233806-09 0.238906-09 0.243926-09 0.24882E-09 0.253616-09 0.258266-09 0.262766-09 0.267106-09 0.271246-09 0.275186-09 0.278906-09 0.282376-09 0.285576-09 0.288486-09 0.291086-09 0.293346-09 0.295246-09 0.296756-09 0.297856-09 0.298506-09 0.298696-09 0.298376-09 0.297516-09 0.296096-09 0.294086-09 0.291436-09 0.288116-09 Csol(g/g) 0.126276-12 0.271096-12 0.434716-12 0.617406-12 0.819446-12 0.104126-11 0.128296-11 0.154506-11 0.182786-11 0.213176-11 0.245716-11 0.280446-11 0.317426-11 0.356676-11 0.398246-11 0.442186-11 0.488546-11 0.537366-11 0.588696-11 0.642576-11 0.699056-11 0.758186-11 0.820016-11 0.884576-11 0.951936-11 0.102216-10 0.109526-10 0.117116-10 0.125006-10 0.133196-10 0.141696-10 0.150496-10 0.159606-10 0.169026-10 0.178756-10 0.188806-10 0.199186-10 0.209876-10 0.220886-10 0.232216-10 0.243876-10 0.2S58S6-10 0.268156-10 0.280776-10 0.293706-10 0.306956-10 0.320516-10 0.334386-10 0.348556-10 0.363026-10 TUT 004 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 1234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 0.26330E-05 0.27379E-05 0.28446E-05 0.29532E-05 0.30635E-05 0.31756E-05 0.32892E-05 0.34044E-05 0.35210E-05 0.36388E-05 0.37579E-05 0.38779E-05 0.39989E-05 0.41206E-05 0.42429E-05 0.43656E-05 0.44885E-05 0.461 15E-05 0.47342E-05 0.48565E-05 0.49782E-05 0.50990E-05 0.52186E-05 0.53368E-05 0.54532E-05 0.55676E-05 0.56795E-05 0.57888E-05 0.58950E-05 0.59978E-05 0.60966E-05 0.61913E-05 0.62812E-05 0.636606-05 0.64452E-05 0.65183E-05 0.65847E-05 0.66441E-05 0.66957E-05 0.67391E-05 0.67736E-05 0.67986E-05 0.68136E-05 0.68177E-05 0.68104E-05 0.67909E-05 0.67586E-05 0.67125E-05 0.66520E-05 0.65763E-05 I 90.000 Cgas(gXcu.ft) 0.28821E-08 0.61878E-08 0.99226E-08 0.14093E-07 0.18704E-07 0.23765E-07 0.29283E-07 0.35265E-07 0.41720E-07 0.48657E-07 0.56085E-07 0.64014E-07 0.72452E-07 0.81412E-07 0.90901E-07 0.10093E-06 0.11151E-06 0.12266E-06 0.13437E-06 0.14667E-06 0.15956E-06 0.17306E-06 0.18717E-06 0.20191E-06 0.21728E-06 0.23330E-06 0.24998E-06 0.26732E-06 0.28S33E-06 0.30403E-06 0.32341E-06 0.34350E-06 0.36429E-06 0.38579E-06 0.40802E-06 0.43096E-06 0.28527E-05 0.29663E-05 0.30819E-05 0.31995E-05 0.33191E-05 0.34405E-05 0.35636E-05 0.36884E-05 0.38147E-05 0.39424E-05 0.40714E-05 0.42015E-05 0.4332SE-OS 0.44644E-05 0.45969E-05 0.47298E-05 0.48630E-05 0.49962E-05 0.51291E-05 0.52617E-05 0.53935E-05 0.55244E-05 0.56539E-05 0.57820E-05 0.59081E-05 0.60320E-05 0.61534E-05 0.6271 7E-05 0.63868E-05 0.64981E-05 0.66053E-05 0.67078E-05 0.68052E-05 0.68971E-05 0.69829E-05 0.70621E-05 0.71341E-05 0.71983E-05 0.72543E-05 0.73013E-05 0.73387E-05 0.73658E-05 0.73820E-05 0.73865E-05 0.73786E-05 0.73575E-05 0.73224E-05 0.72725E-05 0.72070E-05 0.71250E-05 CliqCg/cu.ft) 0.31225E-08 0.67040E-08 0.10750E-07 0.15268E-07 0.20265E-07 0.25748E-07 0.31726E-07 0.38207E-07 0.45200E-07 0.52716E-07 0.60764E-07 0.69354E-07 0.78497E-07 0.88203E-07 0.98484E-07 0.10935E-06 0.12082E-06 0.13289E-06 0.14558E-06 0.15891E-06 0.17287E-06 0.18750E-06 0.20279E-06 0.21876E-06 0.23541E-06 0.25277E-06 0.27083E-06 0.28962E-06 0.30913E-06 0.32939E-06 0.35039E-06 0.37216E-06 0.39468E-06 0.41798E-06 0.44205E-06 0.46691E-06 0.37778E-10 0.39282E-10 0.40813E-10 0.42371E-10 0.43955E-10 0.45562E-10 0.47193E-10 0.48845E-10 0.50518E-10 0.52209E-10 0.53917E-10 0.55640E-10 0.57375E-10 0.59121E-10 0.60876E-10 0.62636E-10 0.644006-10 0.66164E-10 0.67925E-10 0.69680E-10 0.71426E-10 0.73159E-10 0.74875E-10 0.76570E-10 0.78241E-10 0.79882E-10 0.81488E-10 0.83056E-10 0.84580E-10 0.86054E-10 0.87473E-10 0.88831E-10 0.90121E-10 0.91338E-10 0.92474E-10 0.93522E-10 0.94476E-10 0.95327E-10 0.96068E-10 0.96690E-10 0.97186E-10 0.97545E-10 0.97759E-10 0.97819E-10 0.97714E-10 0.97434E-10 0.96970E-10 0.96309E-10 0.95442E-10 0.94355E-10 Csol(g/g) 0.41352E-13 0.88781E-13 0.14237E-12 0.20220E-12 0.26837E-12 0.34098E-12 0.42014E-12 0.50597E-12 0.59858E-12 0.69812E-12 0.80469E-12 0.91845E-12 0.10395E-11 0.11681E-11 0.13042E-11 0.14481E-11 0. 160006-11 0.17598E-11 0.19279E-11 0.21044E-11 0.22894E-11 0.24830E-11 0.26855E-11 0.28970E-11 0.31175E-11 0.33474E-11 0.35866E-11 0.38354E-11 0.40938E-11 0.43621E-11 0.46402E-11 0.49284E-11 0.52267E-11 0.55353E-11 0.58541E-11 0.61833E-11 TUT 004 2252 37 38 39 40 41 42 43 44 45 46 47 48 49 SO 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.45463E-06 0. 479046-06 0.50417E-06 0.53004E-06 0.55665E-06 0.58399E-06 0.61207E-06 0.64087E-06 0.67040E-06 0.70064E-06 0.73160E-06 0.7632SE-06 0.79560E-06 0.82862E-06 0.86231E-06 0.89664E-06 0.93160E-06 0.96716E-06 0.10033E-05 0.10400E-05 0.10772E-05 0.11149E-05 0.11531E-05 0.11917E-05 0.12307E-05 0.12700E-05 0.13096E-05 0.13495E-05 0.13895E-05 0.14297E-05 0.14700E-05 0.15102E-05 0.15504E-05 0.15905E-OS 0.16303E-05 0.16699E-05 0.17091E-05 0.17478E-05 0.17859E-05 0.18234E-05 0.18600E-05 0.18958E-05 0.19306E-05 0.19642E-05 0.19966E-05 0.20276E-05 0. 20571 E -05 0. 208486-05 0.21108E-05 0.21347E-05 0.21565E-05 0.217596-05 0.219286-05 0.220706-05 0.221836-05 0.222656-05 0.22314E-05 0.22328E-05 0.223046-05 0.222406-05 0.221346-05 0.219836-05 0.217856-05 0.215376-05 0.492566-06 0.519006-06 0.54623E-06 0.574266-06 0.60309E-06 0.63271E-06 0.663136-06 0.694336-06 0.726326-06 0.759096-06 0.792636-06 0.826936-06 0.861976-06 0.897756-06 0.934256-06 0.971446-06 0.100936-05 0.104786-05 0.108706-05 0.112686-05 0.116716-05 0.120796-05 0.124936-05 0.12911E-05 0.13334E-05 0.13760E-05 0.14189E-05 0.146216-05 0.150556-05 0.154906-05 0.159266-05 0.163626-05 0.167986-05 0.17232E-05 0.17664E-05 0.180926-05 0.185176-05 0.18936E-05 0.193496-05 0.197556-05 0.20152E-05 0.205406-05 0.209176-05 0.212816-05 0.216326-05 0.219686-05 0.222876-05 0.225886-05 0.228696-05 0.23128E-05 0.23364E-05 0.23574E-05 0.237586-05 0.239116-05 0.240346-05 0.241236-05 0.24176E-05 0.24190E-05 0.241656-05 0.240956-05 0.239816-05 0.23817E-05 0.23603E-05 0.233346-05 0.652296-11 0.687316-11 0.72337E-11 0.760496-11 0.798676-11 0.837906-11 0.878176-11 0.919506-11 0.961866-11 0.100536-10 0.104976-10 0.109516-10 0.114156-10 0.11889E-10 0.123726-10 0.128656-10 0.133666-10 0.138766-10 0.143956-10 0.149226-10 0.154566-10 0.15997E-10 0.165446-10 0.170986-10 0.176586-10 0.182226-10 0.187906-10 0.19362E-10 0.199376-10 0.205136-10 0.210916-10 0.216686-10 0.222456-10 0.228206-10 0.233926-10 0.239596-10 0.245216-10 0.250776-10 0.256246-10 0.261616-10 0.266876-10 0.272016-10 0.277006-10 0.281826-10 0.286476-10 0.290926-10 0.29514E-10 0.29913E-10 0.302856-10 0.306286-10 0.309416-10 0.312196-10 0.31462E-10 0.31666E-10 0.318286-10 0.319466-10 0.320166-10 0.320356-10 0.32001E-10 0.319096-10 0.317576-10 0.315416-10 0.312576-10 0.309016-10 POLYGON Tine: Cell 1 23 45 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 I 100.000 Cgas(g/cu.ft) 0.943886-09 0.202656-08 0.324966-08 0.461536-08 0.612576-08 0.778316-08 0.959006-08 0.115496-07 0.136636-07 0.159356-07 0.183686-07 0.209646-07 0.237286-07 0.26662E-07 0.297706-07 0.330556-07 0.365206-07 0.401696-07 0.440066-07 0.480346-07 0.522576-07 0.566776-07 Cliq(g/cu.ft> 0.102266-08 0.21955E-08 0.352076-08 0.500036-08 0.663676-08 0.843246-08 0.10390E-07 0.125136-07 0.148036-07 0.172646-07 0.19900E-07 0.227136-07 0.257076-07 0.288866-07 0.322536-07 0.358126-07 0.395676-07 0.435216-07 0.476786-07 0.52041E-07 0.566166-07 0.61405E-07 Csol(g/g) 0.13543E-13 0.29075E-13 0.466256-13 0.662196-13 0.878896-13 0.111676-12 0.137596-12 0.165706-12 0.196036-12 0.228636-12 0.263536-12 0.300796-12 0.340446-12 0.382546-12 0.427136-12 0.474266-12 0.523986-12 0.576346-12 0.631396-12 0.689186-12 0.749766-12 0.81318E-12 TUT 004 23 24 25 26 27 28 29 30 31 32 33 34 35 36 '37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 234 5678 0.61299E-07 0.66125E-07 0.71160E-07 0.76406E-07 0.81867E-07 0.87546E-07 0.93445E-07 0.99568E-07 0.10592E-06 0.11249E-06 0.11930E-06 0.12635E-06 0.13362E-06 0.14114E-06 0.14889E-06 0.15688E-06 0.16512E-06 0.17359E-06 0.18230E-06 0.19126E-06 0.20045E-06 0.20988E-06 0.21955E-06 0. 229466-06 0.23960E-06 0.24996E-06 0.26056E-06 0.27137E-06 0.28240E-06 0.29365E-06 0.30510E-06 0.31674E-06 0.32858E-06 0.34060E-06 0.35279E-06 0.36514E-06 0.37764E-06 0.39028E-06 0.40305E-06 0.41593E-06 0.428906-06 0.441966-06 0.45507E-06 0.46823E-06 0.481416-06 0.494606-06 0.507766-06 0.520886-06 0.533936-06 O.S46896-06 0.55972E-06 0.572396-06 0.584886-06 0.597146-06 0.609166-06 0.620886-06 0.632276-06 0.643296-06 0.65389E-06 0.66404E-06 0.673696-06 0.682786-06 0.691276-06 0.699116-06 0.706246-06 0.712616-06 0.718146-06 0.72280E-06 0.72650E-06 0.72918E-06 0.730786-06 0.731236-06 0.73045E-06 0.72836E-06 0.72488E-06 0.71995E-06 0.71346E-06 0.70534E-06 I 110.000 Cgas(g/cu.ft) 0.30912E-09 0.66367E-09 0.106426-08 0.151156-08 0.200616-08 0.254896-08 0.31407E-08 0.378236-08 0.664126-07 0.716426-07 0.77096E-07 0.827806-07 0.88697E-07 0.948496-07 0.101246-06 0.107876-06 0.11475E-06 0.12188E-06 0.12926E-06 0.136896-06 0.144776-06 0.152916-06 0.16131E-06 0.16997E-06 0.178896-06 0.188076-06 0.197516-06 0.207216-06 0.217176-06 0.227396-06 0.23787E-06 0.248606-06 0.25958E-06 0.270826-06 0.28229E-06 0.29401E-06 0.305966-06 0.318146-06 0.330556-06 0.343166-06 0.355996-06 0.369016-06 0.382226-06 0.39560E-06 0.40914E-06 0.42284E-06 0.43667E-06 0.450626-06 0.464686-06 0.47882E-06 0.49304E-06 0.50729E-06 0.521586-06 0.53586E-06 0.55012E-06 0.56434E-06 0.57848E-06 0.592516-06 0.606416-06 0.62014E-06 0.63367E-06 0.646966-06 0.65997E-06 0.67267E-06 0.68501E-06 0.69695E-06 0.708446-06 0.719446-06 0.729896-06 0.739746-06 0.748946-06 0.757446-06 0.76516E-06 0.77205E-06 0.77805E-06 0.783096-06 0.787116-06 0.79002E-06 0.791756-06 0.792236-06 0.791386-06 0.789126-06 0.785366-06 0.78001E-06 0.77298E-06 0.76418E-06 Cliq(g/cu.ft) 0.334916-09 0.71903E-09 0.115306-08 0.163766-08 0.21735E-08 0.276166-08 0.34027E-08 0.409786-08 0.87950E-12 0.94875E-12 0.102106-11 0.109636-11 0.117466-11 0.125616-11 0.134076-11 0.142866-11 0.15197E-11 0.161406-11 0.171176-11 0.181286-11 0.191726-11 0.202506-11 0.213626-11 0.225096-11 0.236906-11 0.249066-11 0.261566-11 0.27441E-11 0.287606-11 0.301136-11 0.315016-11 0.329226-11 0.343776-11 0.358646-11 0.373846-11 0.389366-11 0.405186-11 0.421326-11 0.437746-11 0.454456-11 0.471436-11 0.488686-11 0.50617E-11 0.523896-11 0.541836-11 0.559966-11 0.578286-11 0.596766-11 0.615376-11 0.634106-11 0.652926-11 0.671806-11 0.690726-11 0.709646-11 0.728526-11 0.747356-11 0.766076-11 0.784666-11 0.803076-11 0.821256-11 0.839166-11 0.856766-11 0.87400E-11 0.89081E-11 0.90716E-11 0.92297E-11 0.938186-11 0.952756-11 0.966596-11 0.979646-11 0.99182E-11 0.100316-10 0.10133E-10 0.102246-10 0.103046-10 0.103706-10 0.104246-10 0.104626-10 0.104856-10 0.104916-10 0.104806-10 0.10450E-10 0.10400E-10 0.103306-10 0.102376-10 0.101206-10 Csol<g/g) 0.443526-14 0.952216-14 0.152696-13 0.216866-13 0.287836-13 0.36571E-13 0.450626-13 0.542676-13 TUT OO4 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 0.44746E-08 0.52187E-08 0.60154E-08 0.68657E-08 0.77708E-08 0.87317E-08 0.97495E-08 0.10825E-07 0.11960E-07 0.13155E-07 0.14412E-07 0.15731E-07 0.17114E-07 0.18562E-07 0.2007SE-07 0.21656E-07 0.23305E-07 0.2S023E-07 0.26811E-07 0.28671E-07 0.30603E-07 0.32608E-07 0.34688E-07 0.36842E-07 0.39072E-07 0.41378E-07 0.43761E-07 0.46222E-07 0.48761E-07 0.51379E-07 0.54075E-07 0.56850E-07 0.59703E-07 0.62636E-07 0.65647E-07 0.68736E-07 0.71903E-07 0.75147E-07 0.78467E-07 0.81862E-07 0.85332E-07 0.88874E-07 0.92486E-07 0.96169E-07 0.99918E-07 0.10373E-06 0.10761E-06 0.11154E-06 0.11554E-06 0.11958E-06 0.12368E-06 0.12782E-06 0.13200E-06 0.13621E-06 0.14046E-06 0.14474E-06 O.U903E-06 0.15334E-06 0.15766E-06 0.16198E-06 0.16629E-06 0.17059E-06 0.17486E-06 0.17910E-06 0.18331E-06 0.18746E-06 0.19155E-06 0.19556E-06 0.19950E-06 0.20334E-06 0.20707E-06 0.21067E-06 0.21415E-06 0.21747E-06 0.22063E-06 0.22361E-06 0.22639E-06 0.22896E-06 0.23129E-06 0.23338E-06 0.23519E-06 0.23671E-06 0.23793E-06 0.23881E-06 0.23933E-06 0.23948E-06 0.23922E-06 0.23853E-06 0.23740E-06 0.23578E-06 0.48479E-08 0.56540E-08 0.65172E-08 0.74385E-08 0.84191E-08 0.94602E-08 0.10563E-07 0.11728E-07 0.12958E-07 0.14253E-07 0.15614E-07 0.17043E-07 0.18542E-07 0.20110E-07 0.21750E-07 0.23462E-07 0.25249E-07 0.271 10E-07 0.29048E-07 0.31063E-07 0.33156E-07 0.35328E-07 0.37581E-07 0.39915E-07 0.42331E-07 0.44830E-07 0.47412E-07 0.50078E-07 0.52829E-07 0.55665E-07 O.S8586E-07 0.61592E-07 0.64684E-07 0.67861E-07 0.71123E-07 0.74470E-07 0.77901E-07 0.81416E-07 0.8S013E-07 0.88692E-07 0.92450E-07 0.96288E-07 0.10020E-06 0.10419E-06 0.10825E-06 0.11239E-06 0.11659E-06 0.12085E-06 0.12517E-06 0.12956E-06 0.13399E-06 0.13848E-06 0.14301E-06 0.14758E-06 0.15218E-06 0.15681E-06 0.16147E-06 0.16614E-06 0.17081E-06 0.17549E-06 0.18016E-06 0.18482E-06 0.18945E-06 0.19405E-06 0.19860E-06 0.20309E-06 0.20753E-06 0.21188E-06 0.21614E-06 0.22030E-06 0.22434E-06 0.22825E-06 0.23201E-06 0.23561E-06 0.23904E-06 0.24226E-06 0.24528E-06 0.24806E-06 0.25059E-06 0.2528SE-06 0.25481E-06 0.2S646E-06 0.25777E-06 0.25873E-06 0.25930E-06 0.25945E-06 0.25918E-06 0.25843E-06 0.25720E-06 0.25545E-06 0.64201E-13 0.74876E-13 0.86307E-13 0.98508E-13 0.11149E-12 0.12528E-12 0.13988E-12 0.15532E-12 0.17160E-12 0.18875E-12 0.20678E-12 0.22570E-12 0.24555E-12 0.26632E-12 0.28803E-12 0.31071E-12 0.33437E-12 0.35902E-12 0.38468E-12 0.41136E-12 0.43908E-12 0.46785E-12 0.49769E-12 0.52859E-12 0.56059E-12 0.59368E-12 0.62788E-12 0.66319E-12 0.69961E-12 0.7371 7E-12 0.77585E-12 0.81566E-12 0.85661E-12 0.89868E-12 0.94188E-12 0.98620E-12 0.10316E-11 0.10782E-11 0.11258E-11 0.11745E-11 0.12243E-11 0.12751E-11 0.13270E-11 0.13798E-11 0.14336E-11 O.U883E-11 0.15439E-11 0.16004E-11 0.16577E-11 0.17157E-11 0.17745E-11 0.18339E-11 0.18939E-11 0.19544E-11 0.20153E-11 0.20767E-11 0.21383E-11 0.22001E-11 0.22621E-11 0.23240E-11 0.23859E-11 0.2447SE-11 0.25089E-11 0.25697E-11 0.26300E-11 0.26896E-11 0.27482E-11 0.28059E-11 0.28623E-11 0.29174E-11 0.29709E-11 0.30227E-11 0.30725E-11 0.31202E-11 0.31655E-11 0.32083E-11 0.32482E-11 0.32850E-11 0.33185E-11 0.33484E-11 0.33744E-11 0.33963E-11 0.34137E-11 0.34263E-11 0.34338E-11 0.34359E-11 0.34322E-11 0.34224E-11 0.34061E-11 0.33829E-11 TUT 004 2255 99 100 POLYGON TIM: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 0.23366E-06 0.23100E-06 I 120.000 Cgas(g/cu.ft) 0.10124E-09 0.21735E-09 0.34854E-09 0.49501E-09 0.65700E-09 0.83477E-09 0.10286E-08 0.12387E-08 0.14654E-08 0.17091E-08 0.1 97006-08 0.22485E-08 0.25449E-08 0.28596E-08 0.31929E-08 0.35453E-08 0.39169E-08 0.43084E-08 0.471 99E-08 0.51519E-08 0.56048E-08 0.60788E-08 0.65746E-08 0.70922E-08 0.76322E-08 0.81949E-08 0.87806E-08 0.93897E-08 0.10022E-07 0.10679E-07 0.1 13606-07 0.120666-07 0.12796E-07 0.13551E-07 0.14332E-07 0.15138E-07 0.15969E-07 0.16826E-07 0.17709E-07 0.18618E-07 0.195536-07 0.20513E-07 0.21499E-07 0.22511E-07 0.23S48E-07 0.24610E-07 0.2S698E-07 0.26810E-07 0.279466-07 0.29106E-07 0.30289E-07 0.31495E-07 0.32723E-07 0.33972E-07 0.35241E-07 0.36530E-07 0.37838E-07 0.39163E-07 0.40504E-07 0.41859E-07 0.43229E-07 0.44610E-07 0.460026-07 0.47402E-07 0.488086-07 0.50220E-07 0.51634E-07 0.53048E-07 0.544606-07 0.558676-07 0.572676-07 0.586566-07 0.600326-07 0.613916-07 0.62731E-07 0.640466-07 0.653356-07 0.665926-07 0.678136-07 0.689956-07 0.701336-07 0.71221E-07 0.722566-07 0.73231E-07 0.25315E-06 0.25027E-06 Cliq(g/cu.ft) 0.10968E-09 0.23548E-09 0.37761E-09 0.53631E-09 0.711816-09 0.904416-09 0.111446-08 0.134206-08 0.158776-08 0.185176-08 0.21344E-08 0.24361E-08 0.27572E-08 0.309826-08 0.345936-08 0.384106-08 0.42437E-08 0.466786-08 0.511366-08 0.55817E-08 0.607236-08 0.658606-08 0.712306-08 0.76839E-08 0.82689E-08 0.887856-08 0.951316-08 0.10173E-07 0.108586-07 0.115706-07 0.12308E-07 0.13072E-07 0.13863E-07 0.14682E-07 0.15527E-07 0.164016-07 0.17301E-07 0.182306-07 0.19187E-07 0.20171E-07 0.211846-07 0.22224E-07 0.23293E-07 0.243896-07 0.255126-07 0.266636-07 0.278426-07 0.290466-07 0.30277E-07 0.31534E-07 0.328166-07 0.34122E-07 0.354536-07 0.368066-07 0.381816-07 0.395786-07 0.409946-07 0.42430E-07 0.43883E-07 0.453516-07 0.46835E-07 0.48332E-07 0.498396-07 0.513566-07 0.528806-07 0.54409E-07 0.559416-07 0.574736-07 0.59003E-07 0.605286-07 0.620446-07 0.635506-07 0.650406-07 0.665136-07 0.679646-07 0.693896-07 0.70785E-07 0.72147E-07 0.73471E-07 0.747516-07 0.759846-07 0.77163E-07 0.78284E-07 0.79341E-07 0.33524E-11 0.331436-11 CsoKg/g) 0.145256-14 0.311856-14 0.500076-14 0.710236-14 0.94265E-14 0.11977E-13 0.147586-13 0.17772E-13 0.210266-13 0.24522E-13 0.28265E-13 0.322616-13 0.365146-13 0.410296-13 0.458116-13 0.50866E-13 0.561996-13 0.618156-13 0.67719E-13 0.73918E-13 0.804156-13 0.872186-13 0.943306-13 0.101766-12 0.109506-12 0.117586-12 0.125986-12 0.13472E-12 0.143806-12 0.15322E-12 0.162996-12 0.173116-12 0.183596-12 0.194436-12 0.205636-12 0.217196-12 0.229126-12 0.241426-12 0.254096-12 0.267136-12 0.280546-12 0.29432E-12 0.308466-12 0.32298E-12 0.337866-12 0.353106-12 0.368706-12 0.38466E-12 0.400966-12 0.417606-12 0.43458E-12 0.45188E-12 0.469506-12 0.487426-12 0.505636-12 0.524136-12 0.54288E-12 0.561896-12 0.581136-12 0.600596-12 0.620236-12 0.640056-12 0.660026-12 0.680106-12 0.700296-12 0.720546-12 0.740836-12 0.76112E-12 0.781376-12 0.801566-12 0.821656-12 0.84158E-12 0.861326-12 0.880836-12 0.900046-12 0.918926-12 0.937406-12 0.955446-12 0.97297E-12 0.989926-12 0.100626-11 0.102196-11 0.103676-11 0.105076-11 TUT OO4 2256 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 0.74142E-07 0.74983E-07 0.75748E-07 0.76430E-07 0.77024E-07 0.77523E-07 0.77920E-07 0.78208E-07 0.78380E-07 0.784281-07 0.78344E-07 0.78119E-07 0.77747E-07 0.77217E-07 0.76522E-07 0.75651E-07 I 130.000 Cgas(g/cu.ft> 0.33154E-10 0.71181E-10 0.11414E-09 0.16211E-09 0.21517E-09 0.27338E-09 0.33685E-09 0.40567E-09 0.47992E-09 0.55973E-09 0.64517E-09 0.73638E-09 0.83346E-09 0.93652E-09 0.10457E-08 0.11611E-08 0.12828E-08 0.14110E-08 0.15457E-08 0.16872E-08 0.18355E-08 0.19908E-08 0.21531E-08 0.23227E-08 0.24995E-08 0.26838E-08 0.28756E-08 0.30751E-08 0.32823E-08 0.34974E-08 0.37204E-08 0.39514E-08 0.41906E-08 0.44380E-08 0.46936E-08 0.49576E-08 0.52299E-08 0.55106E-08 0.57998E-08 0.60974E-08 0.64034E-08 0.67180E-08 0.70409E-08 0.73722E-08 0.771 19E-08 0.80598E-08 0.84159E-08 0.87801E-08 0.91522E-08 0.95321E-08 0.99196E-08 0.10314E-07 0.1071 7E-07 0.11126E-07 0.11541E-07 0.11964E-07 0.12392E-07 0.12826E-07 0.13265E-07 0.13709E-07 0.14157E-07 0.14610E-07 0.15065E-07 0.15524E-07 0.15985E-07 0.16447E-07 0.16910E-07 0.17373E-07 0.17835E-07 0.18296E-07 0.80327E-07 0.81238E-07 0.82067E-07 0.82806E-07 0.83450E-07 0.83990E-07 0.84420E-07 0.84733E-07 0.84919E-07 0.84970E-07 0.84879E-07 0.84636E-07 0.84233E-07 0.83659E-07 0.82906E-07 0.81962E-07 CliqCg/cu.ft) 0.35920E-10 0.77120E-10 0.12367E-09 0.17564E-09 0.23312E-09 0.29619E-09 0.36496E-09 0.43951E-09 0.51996E-09 0.60642E-09 0.69900E-09 0.79781E-09 0.90299E-09 0.10146E-08 0.11329E-08 0.12579E-08 0.13898E-08 0.15287E-08 0.16747E-08 0.18280E-08 0.19887E-08 0.21569E-08 0.23328E-08 0.25164E-08 0.27080E-08 0.29077E-08 0.31155E-08 0.33316E-08 0.35561E-08 0.37891E-08 0.40308E-08 0.4281 IE-08 0.45402E-08 0.48082E-08 0.50852E-08 0.53711E-08 0.56662E-08 0.59703E-08 0.62836E-08 0.66060E-08 0.69376E-08 0.72784E-08 0.76283E-08 0.79873E-08 0.83553E-08 0.87322E-08 0.91180E-08 0.95126E-08 0.99157E-08 0.10327E-07 0.10747E-07 0.11175E-07 0.11611E-07 0.12054E-07 0.12504E-07 0.12962E-07 0.13426E-07 0.13896E-07 0.14371E-07 0.14852E-07 0.15338E-07 0.1S828E-07 0.16322E-07 0.16819E-07 0.17318E-07 0.17819E-07 0.18321E-07 0.18822E-07 0.19323E-07 0.19823E-07 0.10638E-11 0.10758E-11 0.10868E-11 0.10966E-11 0.11051E-11 0.111236-11 0.11180E-11 0.11221E-11 0.11246E-11 0.11253E-11 0.11240E-11 0.11208E-11 0.11155E-11 0.11079E-11 0.10979E-11 0.10854E-11 CsoUg/g) 0.47569E-15 0.10213E-14 0.16377E-14 0.23260E-14 0.30871E-14 0.39224E-14 0.48331E-14 0.58204E-14 0.68858E-14 0.80308E-14 0.92568E-U 0.10565E-13 0.11958E-13 0.13437E-13 0.15003E-13 0.16659E-13 0.18405E-13 0.20244E-13 0.22178E-13 0.24208E-13 0.26336E-13 0.28S63E-13 0.30893E-13 0.33325E-13 0.35863E-13 0.38506E-13 0.41259E-13 0.44120E-13 0.47D93E-13 0.50179E-13 0.53379E-13 0.56694E-13 0.60126E-13 0.63675E-13 0.67343E-13 0.71130E-13 0.75037E-13 0.79064E-13 0.83213E-13 0.87483E-13 0.91875E-13 0.96387E-13 0.10102E-12 0.10577E-12 0.11065E-12 0.11564E-12 0.12075E-12 0.12597E-12 0.13131E-12 0.13676E-12 0.14Z32E-12 0.14799E-12 0.15376E-12 0.15963E-12 0.16559E-12 0.17165E-12 0.17779E-12 0.18402E-12 0.19032E-12 0.19669E-12 0.20312E-12 0.20961E-12 0.21615E-12 0.22273E-12 0.22934E-12 0.23597E-12 0.24262E-12 0.24926E-12 0.2S590E-12 0.26251E-12 TUT OO4 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 23456789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 0.18755E-07 0.19210E-07 0.196606-07 0.20106E-07 0.20544E-07 0.20975E-07 0.21397E-07 0.21809E-07 0.22209E-07 0.22S96E-07 0.22968E-07 0.23325E-07 0.23664E-07 0.23983E-07 0.24281E-07 0.24557E-07 0.24807E-07 0.25031E-07 0.2S225E-07 0.2S389E-07 0.25519E-07 0.25613E-07 0.2S669E-07 0.25685E-07 0.25657E-07 0.25584E-07 0.25462E-07 0.25288E-07 0.25061E-07 0.24775E-07 t140.000 Cga«<g/cu.ft) 0.10858E-10 0.23312E-10 0.37382E-10 0.53092E-10 0.70466E-10 0.89532E-10 0.11032E-09 0.13286E-09 0.15717E-09 0.18331E-09 0.21129E-09 0.241 16E-09 0.27295E-09 0.30671E-09 0.34246E-09 0.38024E-09 0.42011E-09 0.46209E-09 0.50623E-09 0.55256E-09 0.601 13E-09 0.65198E-09 0.70515E-09 0.76067E-09 0.81859E-09 0.87894E-09 0.94176E-09 0.10071E-08 0.10749E-08 0.11454E-08 0.12184E-08 0.12941E-08 0.13724E-08 0.14534E-08 0.15371E-08 0.16236E-08 0.17128E-08 0.18047E-08 0.18994E-08 0.19969E-08 0.20971E-08 0.22001E-08 O.Z3059E-08 0.24144E-08 0.25256E-08 0.26396E-08 0.27562E-08 0.28755E-08 0.29973E-08 0.31217E-08 0.32486E-08 0.33780E-08 0.35097E-08 0.36436E-08 0.37798E-08 0.39180E-08 0.20319E-07 0.20812E-07 0.21300E-07 0.21783E-07 0.22258E-07 0.22725E-07 0.23182E-07 0.23628E-07 0.24061E-07 0.24481E-07 0.24884E-07 0.25271E-07 0.25638E-07 0.25984E-07 0.26307E-07 0.26605E-07 0.26877E-07 0.27119E-07 0.27330E-07 0.27507E-07 0.27647E-07 0.27750E-07 0.27811E-07 0.27828E-07 0.27798E-07 0.27718E-07 0.27586E-07 0.27398E-07 0.27151E-07 0.26842E-07 Cliq(g/cu.ft> 0.11764E-10 0.25256E-10 0.40501E-10 0.57521E-10 0.76345E-10 0.97002E-10 0.11952E-09 0.14394E-09 0.17029E-09 0.19860E-09 0.22892E-09 0.26128E-09 0.29573E-09 0.33229E-09 0.37103E-09 0.41197E-09 0.45516E-09 0.50064E-09 0.54846E-09 0.59866E-09 0.65128E-09 0.70637E-09 0.76398E-09 0.82413E-09 0.88688E-09 0.95226E-09 0.10203E-08 0.10911E-08 0.11646E-08 0.12409E-08 0.13201E-08 0.14020E-08 0.14869E-08 0.15747E-08 0.16654E-08 0.17590E-08 0.18557E-08 0.19553E-08 0.20579E-08 0.21635E-08 0.22721E-08 0.23837E-08 0.24982E-08 0.26158E-08 0.27363E-08 0.28598E-08 0.29861E-08 0.31153E-08 0.32474E-08 0.33822E-08 0.35196E-08 0.36598E-08 0.38025E-08 0.39476E-08 0.40951E-08 0.42449E-08 0.26909E-12 0.27562E-12 0.28208E-12 0.28847E-12 0.29476E-12 0.30094E-12 0.30700E-12 0.31290E-12 0.31864E-12 0.32420E-12 0.32954E-12 0.33466E-12 0.33952E-12 0.34410E-12 0.34838E-12 0.35233E-12 0.35593E-12 0.35913E-12 0.36192E-12 0.36427E-12 0.36613E-12 0.36749E-12 0.36829E-12 0.36852E-12 0.36812E-12 0.36707E-12 0.36532E-12 0.36283E-12 0.35956E-12 0.3S547E-12 Csol(g/g) 0.15579E-15 0.33447E-15 0.53635E-15 0.76175E-15 0.101106-14 0.12846E-14 0.15828E-14 0.19062E-14 0.22551E-14 0.26301E-14 0.30316E-14 0.34601E-14 0.39163E-14 0.44005E-14 0.49135E-14 0.54556E-14 0.60276E-14 0.66299E-14 0.72632E-14 0.79280E-14 0.86249E-14 0.93545E-14 0.10117E-13 0.10914E-13 0.11745E-13 0.12611E-13 0.13512E-13 0.14449E-13 0.15423E-13 0.16434E-13 0.17481E-13 0.18567E-13 0.19691E-13 0.20853E-13 0.22054E-13 0.23295E-13 0.24574E-13 0.25893E-13 0.27252E-13 0.28651E-13 0.30089E-13 0.31567E-13 0.33084E-13 0.34641E-13 0.36237E-13 0.37872E-13 0.39545E-13 0.41256E-13 0.43005E-13 0.44790E-13 0.46610E-13 0.48466E-13 0.50356E-13 0.52278E-13 0.54231E-13 0.56215E-13 TUT 004 2258 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 0.40583E-08 0.42004E-08 0.43442E-08 0.44896E-08 0.46365E-08 0.47846E-08 0.49339E-08 0.50840E-08 0.52349E-08 0.53863E-08 0.55379E-08 0.56896E-08 0.58411E-08 0.59920E-08 0.61421E-08 0.62911E-08 0.64387E-08 0.65845E-08 0.67281E-08 0.68693E-08 0.70074E-08 0.71423E-08 0.72733E-08 0.74000E-08 0.75220E-08 0.76388E-08 0.77498E-08 0.78544E-08 0.79521E-08 0.80423E-08 0.81243E-08 0.81975E-08 0.82612E-08 0.83147E-08 0.83573E-08 0.83882E-08 0.84066E-08 0.84117E-08 0.84027E-08 0.83787E-08 0.83387E-08 0.82819E-08 0.82073E-08 0.81139E-08 I 150.000 Cgas(g/cu.ft> 0.35560E-11 0.76345E-11 0.12243E-10 0.17387E-10 0.23078E-10 0.29322E-10 0.36129E-10 0.43510E-10 0.51474E-10 0.60033E-10 0.69198E-10 0.78980E-10 0.89392E-10 0.10045E-09 0.11215E-09 0.12453E-09 0.13758E-09 0.15133E-09 0.16579E-09 0.18096E-09 0.19687E-09 0.21352E-09 0.23093E-09 0.24912E-09 0.26809E-09 0.2878SE-09 0.30842E-09 0.32982E-09 0.35204E-09 0.37511E-09 0.39903E-09 0.42381E-09 0.44946E-09 0.47599E-09 0.50341E-09 0.53172E-09 0.56093E-09 0.59104E-09 0.62205E-09 0.65397E-09 0.68680E-09 0.72053E-09 0.43968E-08 0.45508E-08 0.47066E-08 0.48641E-08 0.50233E-08 0.51838E-08 0.53455E-08 0.55082E-08 0.56716E-08 0.58356E-08 0.59999E-08 0.61643E-08 0.63283E-08 0.64919E-08 0.66545E-08 0.68160E-08 0.69758E-08 0.71338E-08 0.72894E-08 0.74423E-08 0.75920E-08 0.77381E-08 0.78800E-08 0.80174E-08 0.8U96E-08 0.82761E-08 0.83963E-08 0.85096E-08 O.B6155E-08 0.87132E-08 0.88020E-08 0.88813E-08 0.89504E-08 0.90083E-08 0.90545E-08 0.90879E-08 0.91079E-08 0.91134E-08 0.91037E-08 0.90776E-08 0.90343E-08 0.89728E-08 0.889206-08 0.87908E-08 Cliq(g/cu.ft) 0.38526E-11 0.82714E-11 0.13264E-10 0.18838E-10 0.25003E-10 0.31768E-10 0.39143E-10 0.47139E-10 0.55768E-10 0.65041E-10 0.74970E-10 0.8S569E-10 0.96849E-10 0.10883E-09 0.12151E-09 0.13492E-09 0.14906E-09 0.16396E-09 0.17962E-09 0.19606E-09 0.21329E-09 0.23134E-09 0.25020E-0? 0.26990E-09 0.29045E-09 0.31186E-09 0.33415E-09 0.35733E-09 0.38141E-09 0.40640E-09 0.43232E-09 0.45917E-09 0.48696E-09 0.51570E-09 0.54541E-09 0.57608E-09 0.60772E-09 0.64034E-09 0.67394E-09 0.70853E-09 0.74409E-09 0.78064E-09 0.58227E-13 0.60265E-13 0.62329E-13 0.64416E-13 0.66523E-13 0.68648E-13 0.70790E-13 0.72944E-13 0.75109E-13 0.77281E-13 0.79457E-13 0.81633E-13 0.83806E-13 0.85971E-13 0.88125E-13 0.90263E-13 0.92381E-13 0.94472E-13 0.96533E-13 0.98558E-13 0.10054E-12 0.10247E-12 0.10435E-12 0.10617E-12 0.10792E-12 0.10960E-12 0.11119E-12 0.11269E-12 0.11409E-12 0.11539E-12 0.11656E-12 0.11761E-12 0.11853E-12 0.11930E-12 0.11991E-12 0.12035E-12 0.12062E-12 0.12069E-12 0.12056E-12 0.12021E-12 0.11964E-12 0.11883E-12 0.11776E-12 0.11642E-12 CsoUg/g) 0.51020E-16 0.10954E-15 0.17565E-15 0.24947E-15 0.33111E-15 0.42070E-15 0.51837E-15 0.62426E-15 0.73853E-15 0.86134E-15 0.99283E-15 0.11332E-14 0.12826E-14 0.14412E-14 0.16091E-14 0.17867E-14 0.19740E-14 0.21713E-14 0.23787E-14 0.25964E-14 0.28246E-14 0.30636E-14 0.33134E-14 0.35743E-14 0.38464E-14 0.41300E-14 0.44252E-14 0.47321E-14 0.50510E-14 0.53819E-14 0.57251E-14 0.60807E-14 0.64487E-14 0.68294E-14 0.72228E-14 0.76290E-14 0.80480E-14 0.84800E-14 0.89250E-14 0.93830E-14 0.98540E-14 0.10338E-13 TUT 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 0.75517E-09 0.79071E-09 0.82714E-09 0.86445E-09 0.90265E-09 0.941706-09 0.98161E-09 0.10224E-08 0.10639E-08 0.11063E-08 0.11494E-08 0.11933E-08 0.12379E-08 0.12831E-08 0.13291E-08 0.13756E-08 0.14227E-08 0.14703E-08 0.15184E-08 0.15669E-08 0.16158E-08 0.16650E-08 0.17144E-08 0.17640E-08 0.18137E-08 0.18633E-08 0.19129E-08 0.19624E-08 0.201 15E-08 0.20603E-08 0.21087E-08 0.21564E-08 0.22034E-08 0.22497E-08 0.22949E-08 0.23391E-08 0.238206-08 0.24235E-08 0.24634E-08 0.25017E-08 0.25380E-08 0.25723E-08 0.26043E-08 0.263386-08 0.26607E-08 0.26846E-08 0.27055E-08 0.27230E-08 0.27370E-08 0.27471E-08 0.27531E-08 0.275486-08 0.27519E-08 0.27440E-08 0.27309E-08 0.27123E-08 0.26879E-08 0.26573E-08 I160.000 Cgas(gXcu.ft) 0.11646E-11 0.25003E-11 0.40094E-11 0.569436-11 0.75578E-11 0.960286-11 0.118326-10 0.142496-10 0.16858E-10 0.19661E-10 0.22662E-10 0.258666-10 0.292766-10 0.32896E-10 0.36730E-10 0.40783E-10 0.45059E-10 0.49561E-10 0.54295E-10 0.59265E-10 0.64474E-10 0.69928E-10 0.75630E-10 0.81585E-10 0.87797E-10 0.94270E-10 0.101016-09 0.10801E-09 0.818176-09 0.856676-09 0.896146-09 0.936576-09 0.977956-09 0.10203E-08 0.1063SE-08 0.11076E-08 0.115276-08 0.11986E-08 0.12453E-08 0.129286-08 0.134116-08 0.139026-08 0.143996-08 0.149046-08 0.154146-08 0.159306-08 0.164516-08 0.169776-08 0.17506E-08 0.180396-08 0.18574E-08 0.19112E-08 0.196506-08 0.20188E-08 0.20725E-08 0.21261E-08 0.21793E-08 0.22322E-08 0.22846E-08 0.23363E-08 0.23873E-08 0.243736-08 0.24864E-08 0.2S342E-08 0.25807E-08 0.262S7E-08 0.26690E-08 0.27104E-08 0.27498E-08 0.27869E-08 0.28215E-08 0.28535E-08 0.28826E-08 0.29086E-08 0.293126-08 0.295026-08 0.296536-08 0.297636-08 0.298286-08 0.298466-08 0.29814E-08 0.29729E-08 0.29S87E-08 0.29386E-08 0.29121E-08 0.287906-08 Cliq(g/cu.ft) 0.12617E-11 0.27089E-11 0.434396-11 0.61694E-11 0.81883E-11 0.10404E-10 0.12819E-10 0.154386-10 0.18264E-10 0.21301E-10 0.24S53E-10 0.280246-10 0.31718E-10 0.356406-10 0.397946-10 0.441856-10 0.48817E-10 0.53696E-10 0.58825E-10 0.642096-10 0.698536-10 0.757626-10 0.819406-10 0.883926-10 0.951226-10 0. 102136-09 0.10943E-09 0.117026-09 0.108356-13 0.113456-13 0.118676-13 0.124036-13 0.129516-13 0.13511E-13 0.140846-13 0.146686-13 0.152656-13 0.158736-13 0.164916-13 0.17121E-13 0.177616-13 0.184106-13 0.190696-13 0.197376-13 0.204136-13 0.210966-13 0.21786E-13 0.22482E-13 0.23183E-13 0.23889E-13 0.245986-13 0.253096-13 0.26022E-13 0.267356-13 0.274466-13 0.281556-13 0.288616-13 0.295616-13 0.30254E-13 0.309396-13 0.316146-13 0.322776-13 0.329276-13 0.335606-13 0.341766-13 0.347726-13 0.353456-13 0.358936-13 0.364156-13 0.369066-13 0.373656-13 0.377896-13 0.381756-13 0.385186-13 0.388186-13 0.390696-13 0.39269E-13 0.394156-13 0.395016-13 0.395256-13 0.39483E-13 0.393 TOE- 13 0.39182E-13 0.389156-13 0.38565E-13 0.38126E-13 CsoUg/g) 0.167096-16 0.358736-16 0.575266-16 0.817016-16 0.10844E-15 0.13778E-15 0.16976E-15 0.204446-15 0.24187E-15 0.28208E-15 0.32515E-15 0.37111E-15 0.42004E-15 0.471986-15 0.526996-15 0.58514E-15 0.64649E-15 0.71109E-15 0.779016-15 0.8S031E-15 0.925066-15 0.100336-14 0.108516-14 0.117066-14 0.125976-14 0.13526E-14 0.144926-14 0.154986-14 TUT 004 226O 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.11529E-09 0.12285E-09 0.13068E-09 0.13880E-09 0.14720E-09 0.15589E-09 0.16487E-09 0.174146-09 0.183706-09 0.193566-09 0.20372E-09 0.214176-09 0.22492E-09 0.235976-09 0.24732E-09 0.258956-09 0.270886-09 0.283116-09 0.295616-09 0.308416-09 0.321486-09 0.334826-09 0.348436-09 0.362306-09 0.376436-09 0.390806-09 0.405406-09 0.420236-09 0.435276-09 0.450516-09 0.465936-09 0.481536-09 0.497286-09 0.513176-09 0.529186-09 0.545286-09 0.561476-09 0.577706-09 0.593976-09 0.610246-09 0.626486-09 0.642676-09 0.658776-09 0.674756-09 0.690586-09 0.706226-09 0.721626-09 0.736766-09 0.751586-09 0.766046-09 0.780096-09 0.793696-09 0.806776-09 0.819306-09 0.831206-09 0.842426-09 0.852906-09 0.862576-09 0.871366-09 0.879216-09 0.886056-09 0.891796-09 0.896356-09 0.899676-09 0.901646-09 0.902196-09 0.901226-09 0.898656-09 0.894366-09 0.888276-09 0.880276-09 0.870256-09 0.124916-09 0.133106-09 0.141586-09 0.150386-09 0.159486-09 0.168896-09 0.178626-09 0.188666-09 0.199036-09 0.209716-09 0.220716-09 0.232046-09 0.243696-09 0.255666-09 0.267956-09 0.280566-09 0.293486-09 0.306726-09 0.320286-09 0.33413E-09 0.348296-09 0.362756-09 0.377506-09 0.392536-09 0.407836-09 0.423406-09 0.439226-09 0.455286-09 0.471586-09 0.488096-09 0.504806-09 0.521706-09 0.538776-09 0.555986-09 0.573326-09 0.590776-09 0.608316-09 0.625906-09 0.643526-09 0.661156-09 0.678746-09 0.696286-09 0.713736-09 0.731046-09 0.748196-09 0.765136-09 0.781826-09 0.798226-09 0.814286-09 0.829946-09 0.845176-09 0.859906-09 0.874086-09 0.887646-09 0.900546-09 0.912696-09 0.924056-09 0.934536-09 0.944056-09 0.952566-09 0.959966-09 0.966186-09 0.971136-09 0.974726-09 0.976866-09 0.977466-09 0.976416-09 0.973626-09 0.968976-09 0.962376-09 0.953706-09 0.942856-09 0.165426-14 0.176266-14 0.187506-14 0.199146-14 0.211196-14 0.223666-14 0.236546-14 0.249856-14 0.263576-14 0.277726-14 0.292296-14 0.307296-14 0.322716-14 0.338576-14 0.354846-14 0.371546-14 0.388666-14 0.406196-14 0.424146-14 0.442496-14 0.461246-14 0.480396-14 0.499926-14 0.519826-14 0.540096-14 0.560706-14 0.581656-14 0.602936-14 0.624516-14 0.646376-14 0.668516-14 0.690886-14 0.713486-14 0.736286-14 0.759256-14 0.782366-14 0.805586-14 0.828876-14 0.852216-14 0.875556-14 0.898856-14 0.922086-14 0.945186-14 0.968116-14 0.990826-14 0.101336-13 0.103546-13 0.105716-13 0.107836-13 0.109916-13 0.111936-13 0.113886-13 0.115756-13 0.117556-13 0.119266-13 0.120876-13 0.122376-13 0.123766-13 0.125026-13 0.126156-13 0.127136-13 0.127956-13 0.128616-13 0.129086-13 0.129376-13 0.129446-13 0.129316-13 0.128946-13 0.128326-13 0.127456-13 0.126306-13 0.124866-13 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 I 170.000 CgasCg/cu.ft) 0.381396-12 0.818846-12 0.131316-11 0.186496-11 0.247526-11 0.314496-11 0.387506-11 0.466666-11 0.552086-11 0.643886-11 0.742186-11 0.847106-11 0.958776-11 0.107736-10 CliqCg/cu.ft) 0.413216-12 0.887156-12 0.142266-11 0.202056-11 0.268176-11 0.340726-11 0.419836-11 0.505596-11 0.598146-11 0.697596-11 0.804096-11 0.917766-11 0.103886-10 0.116726-10 CsoUg/g) 0.547216-17 0.117486-16 0.188396-16 0.267576-16 0.355136-16 0.451226-16 0.555976-16 0.669556-16 0.792116-16 0.923826-16 0.106496-15 0.121546-15 0.137566-15 0.154576-15 TUT 004 261 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.12029E-10 0.13356E-10 0.14757E-10 0.16231E-10 0.17781E-10 0.19409E-10 0.21115E-10 0.22901E-10 0.24769E-10 0.26719E-10 0.28753E-10 0.30873E-10 0.330806-10 0.35374E-10 0.37758E-10 0.40232E-10 0.42797E-10 0.45455E-10 0.48207E-10 0.51052E-10 0.53993E-10 0.57029E-10 0.60162E-10 0.63391E-10 0.66718E-10 0.70141E-10 0.73662E-10 0.77280E-10 0.80995E-10 0.84807E-10 0.88714E-10 0.92716E-10 0.96813E-10 0.10100E-09 0.10528E-09 0.10965E-09 0.1U11E-09 0.11865E-09 0.12328E-09 0.12798E-09 0.13277E-09 0.13762E-09 0.14255E-09 0.14754E-09 0.15259E-09 0.15770E-09 0.16286E-09 0.16806E-09 0.17330E-09 0.17858E-09 0.18388E-09 0.18920E-09 0.19452E-09 0.19985E-09 0.20517E-09 0.21047E-09 0.21575E-09 0.22098E-09 0.22616E-09 0.23128E-09 0.23633E-09 0.24129E-09 0.24614E-09 0.25088E-09 0.25548E-09 0.25993E-09 0.26422E-09 0.26832E-09 0.27221E-09 0.27589E-09 0.27932E-09 0.28249E-09 0.28537E-09 0.28794E-09 0.29018E-09 0.29206E-09 0.29355E-09 0.29464E-09 0.29529E-09 0.29547E-09 0.29515E-09 0.29430E-09 0.29290E-09 0.29091E-09 0.28829E-09 0.28500E-09 0.13032E-10 0.14471E-10 0.15988E-10 0.17585E-10 0.19265E-10 0.21028E-10 0.22877E-10 0.24812E-10 0.26835E-10 0.28948E-10 0.31152E-10 0.33449E-10 0.35839E-10 0.38325E-10 0.40908E-10 0.43588E-10 0.46368E-10 0.49247E-10 0.52228E-10 0.55311E-10 0.58497E-10 0.61787E-10 0.65181E-10 0.68679E-10 0.72283E-10 0.75993E-10 0.79807E-10 0.83727E-10 0.87752E-10 0.91881E-10 0.96115E-10 0.10045E-09 0.10489E-09 0.10943E-09 0.11407E-09 0.11880E-09 0.12363E-09 0.12855E-09 0.13356E-09 0.13866E-09 0.14384E-09 0.14910E-09 0.15444E-09 0.15985E-09 0.16532E-09 0.17086E-09 0.17644E-09 0.18208E-09 0.18776E-09 0.19348E-09 0.19922E-09 0.20498E-09 0.21075E-09 0.21652E-09 0.22229E-09 0.22803E-09 0.23374E-09 0.23941E-09 0.24503E-09 0.25058E-09 0.25604E-09 0.26141E-09 0.26667E-09 0.27180E-09 0.27679E-09 0.28161E-09 0.28626E-09 0.29070E-09 0.29492E-09 0.29891E-09 0.30262E-09 0.30605E-09 0.30918E-09 0.31196E-09 0.31439E-09 0.31642E-09 0.31804E-09 0.31922E-09 0.31992E-09 0.3201 IE-09 0.31977E-09 0.31886E-09 0.31734E-09 0.31517E-09 0.31234E-09 0.30878E-09 0.17259E-15 0.19163E-15 0.21172E-15 0.23288E-15 0.25512E-15 0.27847E-15 0.30295E-1S 0.32858E-15 0.35537E-15 0.38336E-15 0.41254E-15 0.44296E-15 0.47462E-15 0.50754E-15 0.54174E-15 0.57724E-15 0.61405E-15 0.65218E-15 0.69166E-15 0.73248E-15 0.77467E-15 0.81824E-15 0.86318E-15 0.90952E-15 0.95724E-15 0.10064E-14 0.10569E-14 0.11088E-14 0.11621E-14 0.12168E-14 0.12728E-14 0.13303E-14 0. 138906-14 0.14491E-14 0.15106E-14 0.15733E-14 0.16372E-14 0.17024E-14 0.17688E-14 0.18363E-14 0.19049E-14 0.19746E-14 0.20452E-14 0.21169E-14 0.21893E-14 0.22626E-14 0.23366E-14 0.241 13E-14 0.24865E-14 0.2S622E-14 0.26382E-14 0.27145E-14 0.27910E-14 0.28674E-14 0.29437E-14 0.30198E-14 0.30954E-14 0.31705E-14 0.32449E-14 0.33184E-14 0.33908E-14 0.34619E-14 0.35315E-U 0.35995E-14 0.36655E-14 0.37294E-14 0.37909E-14 0.38497E-14 0.39057E-14 0.39584E-14 0.40076E-14 0.40531E-14 0.40944E-14 0.41313E-14 0.41634E-14 0.41904E-14 0.421 18E- 14 0.42274E-14 0.42367E-14 0.42392E-14 0.42347E-14 0.42226E-14 0.42025E-14 0.41738E-14 0.41362E-14 0.40892E-14 POLYGON Ti«e: Cell 180.000 Cgas(g/cu.ft> Cliq(g/cu.ft) Csol(s/g> TUT O04 1 2 3 4 5 6 7 8 9 10 11 12 13U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 0.12490E-12 0.26817E-12 0.43002E-12 0.61074E-12 0.81061E-12 0.10299E-11 0.12691E-11 0.15283E-11 0.18081E-11 0.21087E-11 0.24306E-11 0.27742E-11 0.31399E-11 0.35282E-11 0.39395E-11 0.43741E-11 0.48327E-11 0.53157E-11 0.58234E-11 0.63564E-11 0.69151E-11 0.75001E-11 0.81117E-11 0.87504E-11 0.94166E-11 0.10111E-10 0.10834E-10 0.11585E-10 0.12366E-10 0.13176E-10 0.14016E-10 0.14887E-10 0.15788E-10 0.16719E-10 0.17683E-10 0.18677E-10 0.19703E-10 0.20760E-10 0.21850E-10 0.22971E-10 0.24124E-10 0.25309E-10 0.26526E-10 0.27774E-10 0.29054E-10 0.30364E-10 0.31706E-10 0.33078E-10 0.34480E-10 0.35911E-10 0.37371E-10 0.38858E-10 0.40373E-10 0.4191 5E-10 0.43481E-10 0.45071E-10 0.46684E-10 0.48319E-10 0.49973E-10 0.51646E-10 0.53336E-10 0.55040E-10 0.56757E-10 0.58484E-10 0.602206-10 0.61961E-10 0.63706E-10 0.65451E-10 0.67193E-10 0.68929E-10 0.70656E-10 0.72370E-10 0.74068E-10 0.75745E-10 0.77397E-10 0.79020E-10 0.80610E-10 0.82161E-10 0.83668E-10 0.85126E-10 0.86530E-10 0.87873E-10 0.89149E-10 0.90353E-10 0.91477E-10 0.925 UE-10 0.93457E-10 0.94300E-10 0.95032E-10 0.95648E-10 0.13532E-12 0.29054E-12 0.46590E-12 0.66169E-12 0.87824E-12 0.11159E-11 0.13749E-11 0.16558E-11 0.19589E-11 0.22846E-11 0.26334E-11 0.30056E-11 0.34019E-11 0.38225E-11 0.42681E-11 0.47391E-11 0.523S9E-11 0.57591E-11 0.63092E-11 0.68867E-11 0.74920E-11 0.81258E-11 0.87884E-11 0.94804E-11 0.10202E-10 0.10954E-10 0.11737E-10 0.12551E-10 0.13397E-10 0.14275E-10 0.15185E-10 0.16128E-10 0.171 05E-10 0.18114E-10 0.19158E-10 0.20235E-10 0.21347E-10 0.22492E-10 0.23673E-10 0.24887E-10 0.26137E-10 0.274206-10 0.287396-10 0.300916-10 0.31477E-10 0.32897E-10 0.34351E-10 0.35837E-10 0.37356E-10 0.38907E-10 0.40488E-10 0.421006-10 0.43741E-10 0.454116-10 0.47108E-10 0.488316-10 0.505796-10 0.523SOE-10 0.54142E-10 0.559556-10 0.57785E-10 0.59631E-10 0.614926-10 0.633636-10 0.652446-10 0.671306-10 0.690206-10 0.709116-10 0.72798E-10 0.746796-10 0.765506-10 0.78407E-10 0.802476-10 0.820646-10 0.838546-10 0.856136-10 0.873356-10 0.89015E-10 0.906486-10 0.92228E-10 0.937496-10 0.95204E-10 0.96587E-10 0.978916-10 0.991086-10 0.100236-09 0.10125E-09 0.10217E-09 0.10296E-09 0.10363E-09 0.17921E-17 0.38476E-17 0.61699E-17 0.876286-17 0.116306-16 0.14777E-16 0.182086-16 0.219286-16 0.259416-16 0.302556-16 0.34874E-16 0.39804E-16 0.45051E-16 0.50622E-16 0.56522E-16 0.62759E-16 0.69339E-16 0.762676-16 0.835526-16 0.912006-16 0.992166-16 0.107616-15 0.11638E-15 0.12555E-15 0.13511E-15 0.145076-15 0.155446-15 0.16622E-15 0.177426-15 0.18904E-15 0.20110E-15 0.21359E-15 0.226526-15 0.239896-15 0.253706-15 0.26797E-15 0.28269E-15 0.29786E-15 0.31349E-15 0.32958E-15 0.34613E-15 0.36313E-15 0.380586-15 0.398496-15 0.416856-15 0.43566E-15 0.45491E-15 0.47459E-15 0.494706-15 0.515246-15 0.536186-15 0.55753E-15 0.579276-15 0.601386-15 0.62385E-15 0.646676-15 0.669816-15 0.69326E-15 0.717006-15 0.741006-15 0.765246-15 0.789706-15 0.81433E-15 0.8391 1E-15 0.864026-15 0.88900E-15 0.91403E-15 0.93907E-15 0.96406E-15 0.988976-15 0.10137E-14 0.10383E-14 0.10627E-14 0.108686-14 0.111056-14 0.11338E-14 0.115666-14 0.117886-14 0.120046-14 0.12214E-14 0.12415E-U 0.126086-14 0.12791E-14 0.12964E-14 0.13125E-14 0.13274E-14 0.134096-14 0.135306-14 0.136356-14 0.137236-14 TUT 004 91 0.96138E-10 0.1M16E-09 0.13794E-U 92 0.96493E-10 0.104S4E-09 0.13845E-U 93 0.96705E-10 0.10477E-09 0.13875E-H 94 0.96764E-10 0.10484E-09 0.13883E-U 95 0.96660E-10 0.10472E-09 0.13869E-U 96 0.96384E-10 0.10442E-09 0.13829E-U 97 0.9S924E-10 0.10393E-09 0.13763E-H 98 0.95271E-10 0.10322E-09 0.13669E-U 99 0.94413E-10 0.10229E-09 0.13546E-U 100 0.93338E-10 0.10112E-09 0.13392E-H TUT O04 2264 G r o u n d w a t e r Impoct( ug/L) I\D CO -^ -> -t> ' 7 > *-• *ti ^ j i— <r> 3 > f • • o /-^ L? i M . t T * « o> L^^ y -H P 5 , <=x^ J » P = ^ ^S ^ ~z> ^ ^ V ^ ? cnl ^: <5>- (S- - - _x - <sr ®: • (S~ ®I - - ^^ CJT ?- Q- ®: - ~. IV) 1 (S 1 <SJ Q G) b ~ \l ,} ^ 6 mo i— in H mo o 33o m n m 30 COc V) VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (DynatMC) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LHENRI SIMULATION 6 1 polygons. Timestep = 1.00 years. Simulation length « 180.00 years. Printout every 10.00 years. Vertical profile stored every 10.00 years. Koc - 375.00 Hl/g, 0.13243E-01cu.ft./g Kh = 0.92300 (diMnsionless). Aqueous solubility * 150.00 ng/l, 4.2476 g/cu.ft Free air diffusion coefficient * .66000 sq. ft/day, 2593.1 sq.ft./yr Polygon 1 POLYGON I Polygon area * 1.0000 sq. ft. 100 cells, each cell 0.200 ft. thick. Soil Properties: Bulk density * 1.3500 a/ml, 38228. g/cu.ft. Porosity = 0.3000 volumetric water content = 0.2000 Organic carbon content = 0.00020000 Recharge Rate * 0.46000001 ft/yr Cone, in recharge Mater = 0.00000 «g/l, 0.00000 g/cu.ft Atmospheric concentration * 0.00000 ng/l. 0.00000 g/cu.ft Water table has a fixed concentration of 0.00000 ag/l, 0.00000 g/cu.ft. with respect to gas diffusion. TUT 004 2266 VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynamac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 LNENRI SIMULATION 6 Polygon 1 At time = 0.00, total Mass in gas phase = Mass in liquid phase * Mass sorbed = Bass in vadose zone > 0.12024E-01g/sq.ft. 0.26055E-01g/sq.ft. 0.13190E-01g/sq.ft. 0.51270E-01g/sq.ft. Polyoon 1 At time = 10.00, total Mass in gas phase * Mass in liquid phase = Mass sorbed * in vadose zone < 0.40698E-02g/sq.ft. 0.88186E-02g/sq.ft. 0.44644E-02g/sq.ft. 0.00 0.17353E-01g/sq.ft. Since last printout at time * Change in Total Mass = -0.33917E-01g/sq.ft. Advection in fro* atmosphere * 0.00000 g/sq.ft. Advection in fro* Mater table * -0.12425E-01g/sq.ft. Diffusion in fro* atmosphere « -0.84818E-02g/sq.ft. Diffusion in fro* Mater table * -0.13010E-01g/sq.ft. Total inflow at boundaries * -0.33917E-01g/sq.ft. Mass discrepancy = -0.59605E-07g/sq.ft. Since beginning of run at tine * 0.0 Change in Total Mass = -0.33917E-01g/sq.ft. Advection in fro* atmosphere * 0.00000 g/sq.ft. Advection in fro* Mater table * -0.1242SE-01g/sq.ft. Diffusion in fro* atmosphere = -0.84818E-02g/sq.ft. Diffusion in from Mater table * -0.13010E-01g/sq.ft. Total inflow at boundaries - -0.33917E-01g/sq.ft. Mass discrepancy = -0.59605E-07g/sq.ft. Polygon 1 At time = 20.00, total mass in vadose zone = Mass in gas phase = 0.37703E-03g/sq.ft. Mass in liquid phase * 0.81696E-03g/sq.ft. Mass sorbed * 0.4T359E-03g/sq.ft. 0.16076E-02g/sq.ft. Since last printout at time * 10.00 Change in Total Mass * -0.1574SE-01g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from Mater table = -0.92356E-02g/sq.ft. Diffusion in from atmosphere = -0.64899E-03g/sq.ft. Diffusion in from Mater table = -0.58607E-02g/sq.ft. Total inflow at boundaries = -0.15745E-01g/sq.ft. Mass discrepancy = -0.27940E-07g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -0.49662E-01g/sq.ft. Advection in fro* atmosphere * 0.00000 g/sq.ft. Advection in fron Mater table > -0.21661E-01g/sq.ft. Diffusion in from atmosphere * -0.91308E-02g/sq.ft. Diffusion in from Mater table * -0.18870E-01g/sq.ft. Total inflow at boundaries = -0.49662E-01g/sq.ft. Mass discrepancy = -0.93132E-07g/sq.ft. Polygon 1 At time = 30.00. total Mass in gas phase * Mass in liquid phase * Mass sorbed in vadose zone > 0.33793E-04g/sq.ft. 0.73223E-04g/sq.ft. 0.37069E-04g/sq.ft. 20.00 0.14409E-03g/sq.ft. Since last printout at time = Change in Total Mass = -0.14635E-02g/sq.ft. Advection in fron atmosphere = 0.00000 g/sq.ft. Advection in from Mater table & -0.86S54E-03g/sq.ft. Diffusion in from atmosphere = -0.58180E-04g/sq.ft. Diffusion in from water table * •0.53978E-03g/sq.ft. Total inflow at boundaries = -0.14635E-02g/sq.ft. Mass discrepancy = -0.23283E-08g/sq.ft. Since beginning of run at time - 0.0 TUT OO4 2267 joojo y (roooo • u i i i ui w * 8* o >- a L. " L. II «<*••».••-'•- 3 I c c c cl JT .- :sr 8'°?<?<?i*: i II H «- ' (UN .. II .._.J s ui iu •IT M 7000OI • W I I I UJ 4-1 * »* ? » 8 * • • ., ooo —• H • I o «•> N U H 8 « *> C H X C C C Cj , ||S558s] t- £ S M S 6 I 4-" U U 3 3— I • c * *•?*:*. i S8.E.5 S*-M M8 T E c 8"^S >• UJ UJ IU • 835 8* •-NV- . ooo «•> i i i «i- <r-IoK) If CTOOOO i • (TO OOO i • W i i l U J * * M > i i | 4 l V 3 Si s r.W S|^|^H| dVi|fe«g * UJ UJ UJ •KMtnKj i P IS o " 8 8 8 8 - • M k U U L. I C C C II * C C C «6 8" ^t-ww'aao! & ^cCC^J^b «c 88-2.2?! *> n n II — J>3>«4->4- C r * * . . . - • = . § s 111 C £ O W I CL<! ]... ._ .Z — c T Coo -a g «J 5§ -Si Qi| £ (Toooo i • croooo i • A I I I UJ 4-1 M I I I UJ 4-* S in IT T- o « o H eB «) »)0«^ ^ " « . " * > O N T . • . jj( ti—• «)—' i «- S «»—• «i—• i o ZZZZ Stit^ ^ 2titi Jj "lisrj ^^^^^ «*^*- _ iooo 8 B i l l • t- t. L. t- C < M (_ l_ (.. L. »#-*#-«*-H- 3 O OIH-«K«^**- c c c c 5 " u l c c c c . ooo — o *• c S *-t«ti ' ' H U H •—>>••-'•- I 1 8 5S4 O «-• 0.< "*-£ 8 I.E.E8 ; (A U I I • i I «-• II II H 8 CD -C W f-J i— ID H- ) Since last printout at time = 60.00 Change in Total Mass * -0.94457E-07g/sq.ft. Advection in fro* atmosphere * 0.00000 g/sq.ft. Advection in fro» water table * -O.SS863E-07g/sq.ft. Diffusion in fro* atmosphere * -0.37S52E-08g/sq.ft. Diffusion in fro* water table * -0.34839E-07g/sq.ft. Total inflow at boundaries * -0.94457E-07g/sq.ft. Mass discrepancy - -0.14211E-12g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass = -O.S1270E-01g/sq.ft. Advection in fro* atmosphere = 0.00000 g/sq.ft. Advection in fro* water table * -0.22612E-01g/sq.ft. Diffusion in fro* atmosphere « -0.91947E-02g/*q.ft. Diffusion in fro* water table * -0.19463E-01g/sq.ft. Total inflow at boundaries = -0.51269E-01g/sq.ft. Mass discrepancy * -0.93132E-07g/sq.ft. Polygon 1 At time * 80.00, total Mass in vadose zone * 0.83358E-09g/sq.ft. Mass in gas phase - 0.19550E-09g/sq.ft. Mass in liquid phase « 0.42362E-09g/sq.ft. Mass sorbed - 0.21446E-09g/sq.ft. Since last printout at time * 70.00 Change in Total Mass = -0.84664E-08g/sq.ft. Advection in from atmosphere * 0.00000 g/sq.ft. Advection in from water table = -0.50071E-08g/sq.ft. Diffusion in from atmosphere « -0.336S9E-09g/sq.ft. Diffusion in from water table = -0.31227E-08g/sq.ft. Total inflow at boundaries = -0.846646-08g/sq.ft. Mass discrepancy = -0.13323E-13g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass * -0.51270E-01g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table * -0.22612E-01g/sq.ft. Diffusion in from atmosphere = -0.91947E-02g/sq.ft. Diffusion in from water table « -0.19463E-01g/sq.ft. Total inflow at boundaries * -O.S1269E-01g/sq.ft. Mass discrepancy * -0.968S8E-07g/sq.ft. Polygon 1 At time = 90.00, total mass in vadose zone * 0.74716E-10g/sq.ft. Mass in gas phase * 0.17523E-10g/sq.ft. Mass in liquid phase = 0.37970E-10g/sq.ft. Mass sorbed * 0.19222E-10g/sq.ft. Since last printout at time * 80.00 Change in Total Mass > -0.7S887E-09g/sq.ft. Advection in from atmosphere * 0.00000 g/sq.ft. Advection in from water table * -0.44880E-09g/sq.ft. Diffusion in from atmosphere * -0.30169E-10g/sq.ft. Diffusion in from water table * •0.27989E-09g/sq.ft. Total inflow at boundaries = -0.7S887E-09g/sq.ft. Mass discrepancy = -0.13878E-14g/sq.ft. Since beginning of run at time = 0.0 Change in Total Mass * -0.51270E-01g/sq.ft. Advection in from atmosphere * 0.00000 g/sq.ft. Advection in from water table = -0.22612E-01g/sq.ft. Diffusion in from atmosphere = -0.91947E-02g/sq.ft. Diffusion in from water table * -0.19463E-01g/sq.ft. Total inflow at boundaries = -O.S1269E-01g/sq.ft. Mass discrepancy = -0.96858E-07g/sq.ft. Polyoon 1 At time = 100.00, total mass in vadose zone * 0.66970E-11g/sq.ft. Mass in gas phase = 0.15707E-11g/sq.ft. Mass in liquid phase = 0.34034E-11g/sq.ft. Mass sorbed * 0.17230E-11g/sq.ft. Since last printout at time * 90.00 Change in Total Mass - -0.68019E-10g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table * -0.40227E-10g/sq.ft. Diffusion in from atmosphere * -0.27042E-11g/sq.ft. Diffusion in from water table = -0.2S087E-10g/sq.ft. Total inflow at boundaries * -0.68019E-10g/sq.ft. Mass discrepancy > -0.11796E-1Sg/sq.ft. Since beginning of run at time * 0.0 Change in Total Mass - -0.51270E-01g/sq.ft. Advection in from atmosphere * 0.00000 g/sq.ft. Advection in from water table * -0.22612E-01g/sq.ft. Diffusion in from atmosphere = -0.91947E-02g/sq.ft. Diffusion in from water table * -0.19463E-01g/sq.ft. TUT OO4 C-4 STSTST 7£ oI • N aV =5l "2I? • c 88- Is •~ •*• TJ!i sr^ <M OOO «-> I I I * . ^Hlr- . »-^»- v* * i i «•- sfSIIsS' Src^Kjp; OUJMCO 8 a*"!*1* * • OON^^ •O^O*«v'St 4->S<a^rj a vo<\]^o> n t-SPjrSKjj-; *;SKio>£r? grooooT . g-oodo? • W i I i III V M i i i ul V* * sh * sh - 88" 5 J2S" '••si?> A-'.:jt • SH-l-o^ ^"-"ioiS • • • ^ W—• W—* I ^ K W^ •1'^ I G |l*ifri*i X fn t.« , N 2.4) L.D i C*"*•*- «5 «••!!• 41 ™«*«iil u Ss-ffff •i*'i*' ? «<*'<*' « g«| ?8fc|S;llg ? |^^ o Islss^ JJTTT . •"•*>j;o >JUIUUI O II ••• • S ' H _PiC" ° ooo oil o cKo-^ <- (^ <- i. i. i. c • « _ c c c c 5 " N J ! C C C C J N • • • *^ !»• *^- 1^ >k !(• 1^ t^t ••• >» >OO —- 4-* U 11-^ ** U " 3 S 5 S S - S J2S888-S -^ »i o-^——— » o. *< o ••-—•—••-» a. • ih-witwair i-fwnMStr w .1- u u 3 3—• i. «j u u 3 9—• L. O V> C V * •*-*.*. U • C * VI H M II ..'-ii*-*- C * _'-i 8 Sgl 2fi • •.^^oo^-b 3 I sl II»] >o •b 3o - fh * H 5-1 S c K c c o — *."""" M Xw W M <• U isii3 * I «l8 in o ITOOOO i • <TOOOO*V A i i i uiv 9 i i i ui S Sf1^ ^ * pi ** • at « IM <A IT «- <\I T" .. * * O .. «- 'ysrsf rtioro «SS£ST ^5252 !fc?fc"i r^'ro ro O P « P « C ^^^" O 0 M 9 3'~ *#iktt 2 " 8 S S 8 l .ssas ^9»>.m i8*: o , • « t, I. L. t. I o <»•*••»-•*-•»- ; H £ C C C CJ o V II N N 8 " §sl ""•fi""i - a.?i "*-{ sl.£.£j 2 c c c cJJ ;1.S|.5S;| -528888-| I-scssJg v^sasijJ? -c^H-,-^0 .ejjj;,.^.. »s*i Coo frill I a.<jE2i M ^Sfiw^S w 1°???'^ l»???iJ - §? o J I M " , , " * > I 5«»—ti—?* 5 Ititi'Z ?5iii-3 •*<*'•«*• in m«2«2 ssr .."M 1""^ . « _ WON. S3 S31? ^Sfc^fc" 1 224 8 SS§S.2o' iilslo _, S:8!88|" sZZHM — Min5 v>*-*-•«-*. 3 o ««•>•-«-<*• 9 ^~ *^ CJ A a II fl ai «*^S^ icccci" H i c c c c j ! Sooo -^ *> o tt-^" ** ** ] :58SS8«| I28S88-! —* t| O *^ »*•«•» «^ X Ck ** O '^ -^ ••••*• S I 2 1^553852 v|-?SSS5! S H . . H *-.£||tfS8 ?5|I«ti 1 •»• t^ IM tm* C (00 T> 9 U li «j ?1 II 6,-^ » » j|.£.£S " * ITS33 I 2 % f COO TJ 2o S ** *• ** •»••»-«^ P!£ O S"L. 8" 8 f si ctss s'zisi lininu )»-<r-« i i i •E5*£ sr^*: • ooo V> II H N 8 S 3$ft "Is .c c c :|sss ft O-^ •*-••- .••-tt^g S.8^ *-j : c c | - ^ 3 8 8 £5lll N Lis-si i VI S3 \ Diffusion in fro* water table * -0.16193E-14g/sq.ft. Total inflow at boundaries = -0.43903E-Ug/sq.ft. Mass discrepancy = -0.71998E-20g/sq.ft. Since beginning of run at time * 0.0 Change in Total Mass * -0.51270E-01g/sq.ft. Advection in from atmosphere * 0.00000 g/aq.ft. Advection in froai water table * -0.22612E-01g/sq.ft. Diffusion in fro» atmosphere « -0.91947E-02g/sq.ft. Diffusion in fro* water table * -0.19463E-01g/sq.ft. Total inflow at boundaries * -0.51269E-01g/sq.ft. Mass discrepancy * -0.96858E-07g/sq.ft. Polygon 1 At tiae * 150.00, total BBSS in vadose zone * 0.387UC-log/sq.ft. Mass in gas phase * 0.90868E-17g/sq.ft. Mass in liquid phase * 0.19690E-16g/sq.ft. Mass sorbed « 0.99679E-17g/sq.ft. Since last printout at time * 140.00 Change in Total Mass * -0.39351E-15g/sq.ft. Advection in fro* atmosphere * 0.00000 g/sq.ft. Advection in from water table * -0.23273E-15g/sq.ft. Diffusion in from atmosphere « -0.15644E-16g/sq.ft. Diffusion in fro* water table * -O.U514E-15g/sq.ft. Total inflow at boundaries * -0.39351E-15g/sq.ft. Mass discrepancy * -0.63527E-21g/sq.ft. Since beginning of run at time * 0.0 Change in Total Mass * -O.S1270E-01g/sq.ft. Advection in from atmosphere * 0.00000 g/sq.ft. Advection in from water table = -0.22612E-01g/sq.ft. Diffusion in from atmosphere = -0.91947E-02g/sq.ft. Diffusion in from water table * -0.19463E-01g/sq.ft. Total inflow at boundaries » -0.51269E-01g/sq.ft. Mass discrepancy = -0.96858E-07g/sq.ft. Polygon 1 At time = 160.00, total mass in vadose zone * 0.34728E-17g/sq.ft. Mass in gas phase * 0.81447E-18g/sq.ft. Mass in liquid phase * 0.17648E-17g/sq.ft. Mass sorbed * 0.89345E-18g/sq.ft. Since last printout at time * 150.00 Change in Total Mass - -0.35272E-16g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.20860E-16g/sq.ft. Diffusion in from atmosphere * -0.14023E-17g/sq.ft. Diffusion in from water table = -0.13009E-16g/sq.ft. Total inflow at boundaries = •0.35272E-16g/sq.ft. Mass discrepancy = -0.59557E-22g/sq.ft. Since beginning of run at time * 0.0 Change in Total Mass = -0.51270E-01g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table = -0.22612E-01g/sq.ft. Diffusion in from atmosphere = -0.91947E-02g/sq.ft. Diffusion in from water table = -0.19463E-01g/sq.ft. Total inflow at boundaries = -0.51269E-01g/sq.ft. Mass discrepancy * -0.96858E-07g/sq.ft. Polygon 1 At time = 170.00, total mass in vadose zone = 0.31127E-18g/sq.ft. Mass in gas phase = 0.73003E-19g/sq.ft. Mass in liquid phase = 0.15819E-18g/sq.ft. Mass sorbed = 0.80082E-19g/sq.ft. Since last printout at time = 160.00 Change in Total Mass = -0.31615E-17g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table * -0.18697E-17g/sq.ft. Diffusion in from atmosphere * -0.12569E-18g/sq.ft. Diffusion in from water table = -0.11660E-17g/sq.ft. Total inflow at boundaries * -0.31615E-17g/sq.ft. Mass discrepancy * -0.45495E-23g/sq.ft. Since beginning of run at time * 0.0 Change in Total Mass = -0.51270E-01g/sq.ft. Advection in from atmosphere = 0.00000 g/sq.ft. Advection in from water table * -0.22612E-01g/sq.ft. Diffusion in from atmosphere * -0.91947E-02g/sq.ft. Diffusion in from water table * -0.19463E-01g/sq.ft. Total inflow at boundaries * -0.51269E-01g/sq.ft. Mass discrepancy - -0.96858E-07g/sq.ft. Polygon 1 TUT 004 At ti*e * 180.00, total BBSS in vadose zone * 0.27900E-19g/sq.ft. Mass in gas phase * 0.65435E-20g/sq.ft. Mass in liquid phase = 0.14179E-19g/sq.ft. Mass sorted - 0.71780E-20g/sq.ft. Since last printout at time * 170.00 __ Change in Total Mass = -0.28337E-18g/sq.ft. AoVection in fro* atmosphere « 0.00000 g/sq.ft. Advection in fro» water table « -0.167S9E-18g/sq.ft. Diffusion in fro» atmosphere * -0.11266E-19g/sq.ft. Diffusion in fro* water table » -0.10452E-18g/sq.ft. Total inflow at boundaries = -0.28337E-18g/sq.ft. Mass discrepancy = -0.43944E-24g/sq.ft. Since beginning of run at time * 0.0 Change in Total Mass « -0.51270E-01g/sq.ft. Advection in fro* atmosphere = 0.00000 g/sq.ft. Advection in fro* water table * -0.22612E-01g/sq.ft. Diffusion in fro* atmosphere = -0.91947E-02g/sq.ft. Diffusion in from water table * -0.19463E-01g/sq.ft. Total inflow at boundaries = -O.S1269E-01g/sq.ft. Mass discrepancy - -0.96858E-07g/sq.ft. GROUNDUATER IMPACT OF POLYGON 1 Time Mass 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 per area (g/sq.ft. 0.25435E-01 0.15096E-01 0.14053E-02 0.12596E-03 0.11290E-04 0.10119E-05 0.90702E-07 0.81298E-08 0.72870E-09 0.65315E-10 0.58543E-11 0.52474E-12 0.47034E-13 0.42158E-14 0.37787E-15 0.33869E-16 0.30358E-17 0.27211E-18 > Total Mass (g) 0.2S435E-01 0.15096E-01 0.14053E-02 0.12S96E-03 0.11290E-04 0.10119E-05 0.90702E-07 0.81298E-08 0.72870E-09 0.65315E-10 0.58543E-11 0.52474E-12 0.47034E-13 0.42158E-14 0.37787E-15 0.33869E-16 0.30358E-17 0.27211E-18 «»•««•««««*•««««*«««•«««»*«««•«««•«««»««•«*««««»«>«« TOTAL GROUNOUATER IMPACT Tilie (yr) 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 Mass (g) 0.25435E-01 0.15096E-01 0.14053E-02 0.12S96E-03 0.11290E-04 0.10119E-05 0.90702E-07 0.81298E-08 0.72870E-09 0.65315E-10 0.58543E-11 0.52474E-12 0.47034E-13 0.42158E-14 0.37787E-15 0.33869E-16 0.30358E-17 0.27211E-18 Cumulative Mass (g) 0.25435E-01 0.40531E-01 0.41936E-01 0.42062E-01 0.42074E-01 0.42075E-01 0.42075E-01 0.42075E-01 0.42075E-01 0.42075E-01 0.42075E-01 0.42075E-01 0.42075E-01 0.42075E-01 0.42075E-01 0.42075E-01 0.42075E-01 0.42075E-01 TUT OO4 VLEACH version 2.0, 1993. Developed by : Varadhan Ravi and Jeffrey A. Johnson (Dynaaac) Center for Subsurface Modeling Support Robert S. Kerr Environmental Research Laboratory U.S. Environmental Protection Agency P.O. Box 1198 Ada, OK 74820 POLYGON Tise: Cell1 2 3 4 5 6 7 8 9 10 11 12 13U IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 I 0.000 CgasCg/cu.ft) 0.26896E-02 0.26896E-02 0.26896E-02 0.26896E-02 0.26896E-02 0.26896E-02 0.26896E-02 0.268966-02 0.26896E-02 0.26896E-02 0.26896E-02 0.26896E-02 0.26896E-02 0. 268966-02 0.268966-02 0.268966-02 0.26896E-02 0.268966-02 0.268966-02 0.268966-02 0.268966-02 0.268966-02 0.26896E-02 0.268966-02 0.26896E-02 0.294066-01 0.294066-01 0.294066-01 0. 294066-01 0.294066-01 0.29406E-01 0.294066-01 0.294066-01 0.294066-01 0.294066-01 0.294066-01 0.294066-01 0.29406E-01 0.294066-01 0.294066-01 0.294066-01 0.294066-01 0.294066-01 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 0.896546-04 Cliq(g/cu.ft) 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.291406-02 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.318606-01 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.97133E-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 0.971336-04 CsoUg/g) 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.771796-08 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.843836-07 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.2S7266-09 0.2S7266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 TUT 004 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.896546-04 0.89654E-04 0.896S4E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.89654E-04 0.00000 0.00000 0.00000 0.00000 0.00000 I 10.000 Cgas(g/cu.ft) 0.604746-05 0. 129846-04 0.20821E-04 0.29572E-04 0.39250E-04 0.49872E-04 0.61452E-04 0.74009E-04 0.87560E-04 0.10212E-03 0.11772E-03 0.13437E-03 0.15210E-03 0. 170916-03 0.19085E-03 0.21193E-03 0.23417E-03 0.257596-03 0.28222E-03 0.30809E-03 0.33521E-03 0.36361E-03 0.39331E-03 0.42433E-03 0.4567DE-03 0.49044E-03 0.52556E-03 0.56210E-03 0.60007E-03 0.63949E-03 0.68038E-03 0.72277E-03 0.76667E-03 0.81210E-03 0.85908E-03 0.90762E-03 0.95774E-03 0.10095E-02 0.10628E-02 0.11177E-02 0.11742E-02 0.12323E-02 0.12920E-02 0.13533E-02 0.14161E-02 0.14805E-02 0.15465E-02 0.16138E-02 0.168266-02 0.17527E-02 0.18242E-02 0.18968E-02 0.19707E-02 0.20456E-02 0.21215E-02 0.21984E-02 0.22762E-02 0.23547E-02 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.97133E-04 0.00000 0.00000 0.00000 0.00000 0.00000 CliqCg/cu.ft) 0.65S19E-05 0.14067E-04 0.22558E-04 0.32039E-04 0.42S25E-04 0.54032E-04 0.66579E-04 0.80183E-04 0.94865E-04 0.11064E-03 0.12754E-Q3 0.14558E-03 0. 164786-03 0.18517E-03 0.206776-03 0.22961E-03 0.2S370E-03 0.27908E-03 0.30577E-03 0.33379E-03 0.36317E-03 0.39394E-03 0.42612E-03 0.45973E-03 0.49480E-03 0.53135E-03 0.569416-03 0.60899E-03 0.65013E-03 0.69284E-03 0.73714E-03 0.78306E-03 0.830636-03 0.87985E-03 0.93074E-03 0.98334E-03 0.103766-02 0.10937E-02 0.11514E-02 0.12109E-02 0.12721E-02 0.13351E-02 0.139986-02 0.146626-02 0.1S343E-02 0.16041E-02 0.16755E-02 0.17484E-02 0.18230E-02 0.18990E-02 0.197646-02 0.205516-02 0.213516-02 0.22162E-02 0.229856-02 0.23818E-02 0.24660E-02 0.25512E-02 0.25726E-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.2S726E-09 0.257266-09 0.257266-09 0.257266-09 0.25726E-09 0.257266-09 0.257266-09 0.25726E-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.257266-09 0.2S7266-09 0.25726E-09 0.257266-09 0.257266-09 0.00000 0.00000 0.00000 0.00000 0.00000 CsoUg/g) 0.173536-10 0.372586-10 0.597476-10 0.848576-10 0.112636-09 0.143116-09 0.176346-09 0.212376-09 0.25126E-09 0.29305E-09 0.33781E-09 0.38558E-09 0.436446-09 0.490456-09 0.547656-09 0.608136-09 0.671956-09 0.739166-09 0.809856-09 0.884076-09 0.961896-09 0.104346-08 0.112866-08 0.121766-08 0.131056-08 0.14073E-08 0.150816-08 0.161306-08 0.17219E-08 0. 183506-08 0.19524E-08 0.20740E-08 0.220006-08 0.233036-08 0.246526-08 0.260446-08 0.274836-08 0.28967E-08 0.304966-08 0.32072E-08 0.33693E-08 0.35361E-08 0.37074E-08 0.38833E-08 0.406376-08 0.424856-08 0.44376E-08 0.46309E-08 0.48283E-08 0.502966-08 0.52345E-08 0.54431E-08 0.56549E-08 0.58699E-08 0.608786-08 0.630846-08 0.653156-08 0.67570E-08 TUT OO4 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 7* 75 76 77 78 79 80 81 82 83 86 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON lime: Cell 1234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 0.24341E-02 0.25141E-02 0.25947E-02 0.26758E-02 0.27574E-02 0.28394E-02 0.29218E-02 0.30043E-02 0.30869E-02 0.31694E-02 0.32518E-02 0.33338E-02 0.34152E-02 0.34959E-02 0.35754E-02 0.36S36E-02 0.37301E-02 0.38044E-02 0.38763E-02 0.39452E-02 0.40107E-02 0.40723E-02 0.41294E-02 0.41816E-02 0.42283E-02 0.42690E-02 0.43031E-02 0.43301E-02 0.43495E-02 0.43607E-02 0.43634E-02 0.43571E-02 0.43413E-02 0.43157E-02 0.42799E-02 0.42338E-02 0.41769E-02 0.41091E-02 0.40303E-02 0.39402E-02 0.38388E-02 0.37260E-02 I 20.000 Cg«s(g/cu.ft) 0.54219E-06 0.11641E-05 0.18666E-05 0.26511E-05 0.35187E-05 0.44707E-OS 0.55087E-05 0.66340E-05 0.78484E-05 0.91534E-05 0.10551E-04 0.12042E-04 0.13630E-04 0.15315E-04 0.17100E-04 0.18987E-04 0.20978E-04 0.23074E-04 0.25278E-04 0.27592E-04 0.30017E-04 0.32S56E-04 0.3521 IE-04 0.37983E-04 0.40875E-04 0.43889E-04 0.47026E-04 0.50288E-04 0.53676E-04 0.57193E-04 0. 608406-04 0.64619E-04 0.68530E-04 0.72575E-04 0.76756E-04 0.81072E-04 0.85525E-04 0.90116E-04 0.94845E-04 0.99711E-04 0.10472E-03 0.10986E-03 0.11514E-03 0.12056E-03 0.26371E-02 0.27Z38E-02 0.2811 IE-02 0.28990E-02 0.29875E-02 0.30763E-02 0.31655E-02 0.32S49E-02 0.33444E-02 0.34338E-02 0.35231E-02 0.361 19E-02 0.37002E-02 0.3787SE-02 0.38737E-02 0.39584E-02 0.40412E-02 0.41218E-02 0.41996E-02 0.42743E-02 0.43453E-02 0.44120E-02 0.44739E-02 0.45305E-02 0.45811E-02 0.46251E-02 0.46621E-02 0.46913E-02 0.47123E-02 0.47245E-02 0.47274E-02 0.47205E-02 0.47034E-02 0.46757E-02 0.46370E-02 0.45870E-02 0.45253E-02 0.44519E-02 0.43665E-02 0.42689E-02 0.41590E-02 0.40369E-02 Cliq(g/cu.ft> 0.58742E-06 0.12612E-05 0.20224E-05 0.28723E-05 0.38122E-05 0.48437E-05 0.59682E-05 0.71875E-05 0.85031E-05 0.991 TOE-05 0.11431E-04 0.13047E-04 0.14767E-04 0.16593E-04 0.18527E-04 0.20571E-04 0.22728E-04 0.24999E-04 0.27387E-04 0.29894E-04 0.32521E-04 0.35272E-04 0.38148E-04 0.411S2E-04 0.44285E-04 0.47550E-04 0.50949E-04 0.54483E-04 0.58154E-04 0.61965E-04 0.65916E-04 0.70010E-04 0.74247E-04 0.78630E-04 0.83159E-04 0.87835E-04 0.92660E-04 0.97634E-04 0.10276E-03 0.10803E-03 0.11345E-03 0.11903E-03 0.12475E-03 0.13062E-03 0.69846E-08 0.72142E-08 0.74455E-08 0.76784E-08 0.79126E-08 0.81479E-08 0.83841E-08 0.86209E-08 0.88579E-08 0.90948E-08 0.93312E-08 0.95665E-08 0.98002E-08 0.10032E-07 0.10260E-07 0.10484E-07 0.10704E-07 0.10917E-07 0.11123E-07 0.11321E-07 0.11509E-07 0.11686E-07 0.11850E-07 0.11999E-07 0.12133E-07 0.12250E-07 0.12348E-07 0.1242SE-07 0.12481E-07 0.12513E-07 0.12521E-07 0.12503E-07 0.12457E-07 0.12384E-07 0.12281E-07 0.12149E-07 0.11986E-07 0.11791E-07 0.11565E-07 0.11307E-07 0.11016E-07 0.10692E-07 Csol(fl/9) 0.15558E-11 0.33403E-11 0.53564E-11 0.76075E-11 0.10097E-10 0.12829E-10 0.15807E-10 0.19037E-10 0.22521E-10 0.26266E-10 0.30276E-10 0.34556E-10 0.39111E-10 0.43948E-10 0.49070E-10 0.54485E-10 0.60197E-10 0.66212E-10 0.72536E-10 0.79176E-10 0.86135E-10 0.93421E-10 0.10104E-09 0.10900E-09 0.11729E-09 0.12594E-09 0.13494E-09 0.14430E-09 0.15403E-09 0.16412E-09 0.17458E-09 0.18543E-09 0.19665E-09 0.20826E-09 0.22025E-09 0.23264E-09 0.24542E-09 0.25859E-09 0.27216E-09 0.28613E-09 0.30049E-09 0.31525E-09 0.33040E-09 0.34595E-09 TUT OO4 2275 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 0.12611E-03 0.13180E-03 0.13763E-03 0.14358E-03 0.14967E-03 0.15588E-03 0.16222E-03 0.16868E-03 0.17525E-03 0.18194E-03 0.18874E-03 0.19564E-03 0.20265E-03 0.20974E-03 0.21692E-03 0.22418E-03 0.23152E-03 0.23892E-03 0.24637E-03 0.25387E-03 0. 261406-03 0.26896E-03 0.27653E-03 0.28411E-03 0.29167E-03 0.29921E-03 0.30671E-03 0.3141SE-03 0.321S2E-03 0.32880E-03 0.33597E-03 0.34302E-03 0.34992E-03 0.35666E-03 0.36320E-03 0.369S3E-03 0.37563E-03 0.38146E-03 0.38700E-03 0.39223E-03 0.3971 1E-03 0.40161E-03 0.40571E-03 0.40937E-03 0.41255E-03 0.41523E-03 0.41736E-03 0.41890E-03 0.41983E-03 0.42008E-03 0.41964E-03 0.41844E-03 0.41644E-03 0.41361E-03 0.40988E-03 0.40522E-03 I 30.000 Cgas(g/cu.ft) 0.48598E-07 0.10434E-06 0.16731E-06 0.23763E-06 0.31539E-06 0.40073E-06 0.49376E-06 0.59463E-06 0.70347E-06 0.82044E-06 0.94569E-06 0.10794E-05 0.12217E-05 0.13727E-05 0.15328E-05 0.17019E-05 0.18803E-05 0.20682E-05 0.22657E-05 0.24731E-05 0.26905E-05 0.29181E-OS 0.31561E-05 0.34046E-05 0.36638E-05 0.39339E-05 0.42151E-05 0.45074E-05 0.48112E-05 0.51264E-05 0.13664E-03 0.14280E-03 0.1491 IE-03 0.15556E-03 0.16215E-03 0.16888E-03 0.17575E-03 0.18275E-03 0.18987E-03 0.19712E-03 0.20448E-03 0.21196E-03 0.21955E-03 0.22724E-03 0.23502E-03 0.24289E-03 0.2S083E-03 0.2S885E-03 0.26692E-03 0.27505E-03 0.28321E-03 0.29140E-03 0.29960E-03 0.30781E-03 0.31600E-03 0.32417E-03 0.33229E-03 0.34036E-03 0.34834E-03 0.3S623E-03 0.36400E-03 0.37164E-03 0.37911E-03 0.38641E-03 0.39350E-03 0.40036E-03 0.40696E-03 0.41328E-03 0.41929E-03 0.42495E-03 0.43024E-03 0.43512E-03 0.43956E-03 0.44352E-03 0.44697E-03 0.44987E-03 0.45218E-03 0.45385E-03 0.45485E-03 0.45513E-03 0.45464E-03 0.45335E-03 0.45118E-03 0.44811E-03 0.44408E-03 0.43902E-03 Cliq(g/cu.ft) 0.52652E-07 0.11304E-06 0.18127E-06 0.25745E-06 0.34170E-06 0.43416E-06 0.53495E-06 0.64423E-06 0.76216E-06 0.88889E-06 0.10246E-05 0.11694E-05 0.13236E-05 0.14873E-05 0.16606E-05 0.18439E-05 0.20372E-05 0.22407E-05 0.24548E-05 0.26795E-05 0.29150E-05 0.31616E-OS 0.34194E-05 0.36886E-05 0.39694E-05 0.42621E-05 0.45667E-05 0.48835E-05 0.52126E-05 0.55541E-05 0.36189E-09 0.37822E-09 0.39493E-09 0.41202E-09 0.42948E-09 0.44730E-09 0.46549E-09 0.48402E-09 0.50289E-09 0.52209E-09 0.54160E-09 0.56141E-09 0.58150E-09 0.60186E-09 0.62247E-09 0.64331E-09 0.66435E-09 0.68558E-09 0.70697E-09 0.72848E-09 0.75010E-09 0.77180E-09 0.793S3E-09 0.81526E-09 0.83696E-09 0.85859E-09 0.8801 1E-09 0.90146E-09 0.92261E-09 0.94350E-09 0.96409E-09 0.98431E-09 0.10041E-08 0.10234E-08 0.10422E-08 0.10604E-08 0.10779E-08 0.10946E-08 0.11105E-08 0.11255E-08 0.11395E-08 0.11524E-08 0.11642E-08 0.11747E-08 0.11838E-08 0.11915E-08 0.11976E-08 0.12021E-08 0.12047E-08 0.12055E-08 0.12042E-08 0.12007E-08 0.11950E-08 0.11869E-08 0.11762E-08 0.11628E-08 Csol(g/g) 0.13945E-12 0.29940E-12 0.4801 1E- 12 0.68188E-12 0.90S03E-12 0.11499E-11 0.14169E-11 0.17063E-11 0.20186E-11 0.23543E-11 0.27137E-11 0.30973E-11 0.35057E-11 0.39391E-11 0.43983E-11 0.48836E-11 0.53956E-11 0.59348E-11 0.65017E-11 0.70968E-11 0.77206E-11 0.83737E-11 0.90565E-11 0.97696E-11 0.10513E-10 0.11289E-10 0.12095E-10 0.12934E-10 0.13806E-10 0.14711E-10 TIT OO4 !76 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0.54533E-05 0.57920E-05 0.61426E-05 0.65052E-05 0.68799E-05 0.72668E-05 0.76659E-OS 0.80774E-OS 0.85013E-05 0.89375E-05 0.93861E-05 0.98472E-05 0.10321E-04 0.10806E-04 0.11304E-04 0.11814E-04 0.12336E-04 0.12870E-04 0.1341SE-04 0.13972E-04 0.145406-04 0.15119E-04 0.15708E-04 0.16308E-04 0.16917E-04 0.17536E-04 0.18164E-04 0.18800E-04 0.19443E-04 0.20094E-04 0.20752E-04 0.21415E-04 0.22083E-04 0.2275SE-04 0.23430E-04 0.24108E-04 0.24786E-04 0.25465E-04 0.26143E-04 0.26819E-04 0.27491E-04 0.28158E-04 0.28818E-04 0.29471E-04 0.301 13E-04 0.30745E-04 0.31364E-04 0.31967E-04 0.32553E-04 0.33121E-04 0.33667E-04 0.34189E-04 0.34686E-04 0.35154E-04 0.35592E-04 0.35995E-04 0.36362E-04 0.36690E-04 0.36975E-04 0.37215E-04 0.37405E-04 0.37543E-04 0.37626E-04 0.37649E-04 0.37608E-04 0.37501E-04 0.37322E-04 0.37068E-04 0.36734E-04 0.36316E-04 I 40.000 Cgas(g/cu.ft) 0.43559E-08 0.93520E-08 0.14997E-07 0.21299E-07 0.28269E-07 0.35918E-07 0.44257E-07 0.53298E-07 0.63054E-07 0.73538E-07 0.84765E-07 0.96748E-07 0.10950E-06 0.12304E-06 0.13738E-06 0.152S4E-06 0.59083E-05 0.62752E-05 0.66550E-05 0.70479E-05 0.74538E-05 0. 787306-05 0.830S4E-05 0.87513E-05 0.92105E-05 0.96831E-05 0.10169E-04 0.10669E-04 0.11182E-04 0.11708E-04 0.12247E-04 0.12800E-04 0.13365E-04 0.13943E-04 0.14534E-04 0.15138E-04 0.15753E-04 0.16380E-04 0.17019E-04 0.17668E-04 0.18329E-04 0.18999E-04 0.196796-04 0.20368E-04 0.21066E-04 0.21771E-04 0.22483E-04 0.23201E-04 0.23925E-04 0.24653E-04 0.25385E-04 0.261196-04 0.26854E-04 0.275906-04 0.28324E-04 0.29056E-04 0.29784E-04 0.30507E-04 0.31222E-04 0.31929E-04 0.326266-04 0.33310E-04 0.33980E-04 0.346346-04 0.3S269E-04 0.3S884E-04 0.36475E-04 0.37042E-04 0.375806-04 0.38087E-04 0.38561E-04 0.38998E-04 0.393966-04 0.397516-04 0.400606-04 0.40319E-04 0.40526E-04 0.40675E-04 0.40765E-04 0.40790E-04 0.40746E-04 0.406296-04 0.40436E-04 0.401606-04 0.397986-04 0.39345E-04 Cliq<g/cu.ft) 0.471936-08 0.10132E-07 0.162486-07 0.230766-07 0.306286-07 0.38914E-07 0.47949E-07 0.57744E-07 0.68314E-07 0.79673E-07 0.91836E-07 0.10482E-06 0.11864E-06 0.13331E-06 0.14885E-06 0.16527E-06 0.156496-10 0.166206-10 0.17626E-10 0.186676-10 0.19742E-10 0.20852E-10 0.219986-10 0.231786-10 0.24395E-10 0.2S647E-10 0.26934E-10 0.282576-10 0.296156-10 0.310096-10 0.32438E-10 0.33901E-10 0.35399E-10 0.36931E-10 0.38496E-10 0.400936-10 0.41723E-10 0.43384E-10 0.45076E-10 0.467966-10 0.485456-10 0.503216-10 0.521226-10 0.53947E-10 0.557946-10 0.57662E-10 0.59548E-10 0.61451E-10 0.63367E-10 0.65296E-10 0.67234E-10 0.691786-10 0.711266-10 0.73074E-10 0.750196-10 0.76957E-10 0.7888SE-10 0.807996-10 0.82695E-10 0.84567E-10 0.864126-10 0.88224E-10 0.89999E-10 0.917306-10 0.93413E-10 0.95041E-10 0.966086-10 0.981086-10 0.99533E-10 0.100886-09 0.102136-09 0.103296-09 0. 104346-09 0.105286-09 0.106106-09 0.10679E-09 0.10734E-09 0.10773E-09 0.10797E-09 0.108036-09 0.10792E-09 0.10761E-09 0.1071 OE-09 0.10637E-09 0. 105416-09 0.104216-09 CsoUg/g) 0.125006-13 0.26836E-13 0. 430346-13 0.611196-13 0.811206-13 0.103076-12 0.127006-12 0.15294E-12 0.180946-12 0.211026-12 0.24324E-12 0.277626-12 0.314226-12 0.35308E-12 0.394236-12 0.43773E-12 TUT 004 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 12 0.16854E-06 0.185386-06 0.20308E-06 0.22167E-06 0.24116E-06 0.26156E-06 0.28289E-06 0.30516E-06 0.32840E-06 0.35261E-06 0.37781E-06 0.40401E-06 0.43124E-06 0.45950E-06 0.48880E-06 0.51915E-06 0.55058E-06 0.58308E-06 0.61666E-06 0.65134E-06 0.68712E-06 0.72400E-06 0.76199E-06 0.80109E-06 0.84130E-06 0.88263E-06 0.92506E-06 0.96859E-06 0.10132E-05 0.10589E-05 0.11057E-05 0.11536E-OS 0.12024E-05 0.12524E-05 0.13033E-05 0.13552E-05 0.14080E-05 0.14617E-05 0.15163E-05 0.15718E-05 0.16281E-05 0.16851E-05 0.17428E-05 0.18011E-05 0.18600E-05 0.19195E-05 0.19793E-05 0.20396E-05 0.21001E-05 0.21608E-05 0.22217E-05 0.22825E-05 0.23433E-05 0.24038E-05 0.24641E-05 0.2S238E-05 0.25830E-05 0.26415E-05 0.26991E-05 0.27558E-05 0.28112E-05 0.28653E-05 0.29178E-05 0.29687E-05 0.30176E-05 0.30645E-05 0.31090E-05 0.31510E-05 0.31902E-05 0.32263E-05 0.32592E-05 0.32886E-05 0.33142E-05 0.33356E-05 0.33527E-05 0.33651E-05 0.33725E-05 0.33746E-05 0.33709E-05 0.33613E-05 0.33453E-05 0.33225E-05 0.32925E-05 0.32551E-05 I 50.000 C9as(g/cu.ft) 0.39043E-09 0.83825E-09 0.18260E-06 0.20084E-06 0.22003E-06 0.24017E-06 0.26128E-06 0.28338E-06 0.30649E-06 0.33062E-06 0.35579E-06 0.38202E-06 0.40933E-06 0.43772E-06 0.46721E-06 0.49783E-06 0.52957E-06 0.56246E-06 0.59651E-06 0.63172E-06 0.66810E-06 0.70568E-06 0.74444E-06 0.78440E-06 0.82556E-06 0.86792E-06 0.91149E-06 0.95626E-06 0.10022E-05 0.10494E-05 0.10977E-05 0.11473E-05 0.119806-05 0.12498E-05 0.13028E-05 0.13568E-05 0.14120E-OS 0.14682E-05 0.15254E-05 0.15837E-05 0.16428E-05 0.17029E-05 0.17639E-05 0.18256E-05 0.18882E-05 0.19514E-05 0.20152E-05 0.20796E-05 0.21445E-05 0.22097E-05 0.22753E-05 0.23411E-OS 0.24070E-05 0.24729E-05 0.25388E-05 0.26044E-05 0.26696E-05 0.27344E-05 0.27985E-OS 0.28619E-05 0.29243E-05 0.29857E-05 0.30457E-05 0.31043E-05 0.31613E-05 0.32164E-05 0.32694E-05 0.33201E-05 0.33684E-05 0.34138E-05 0.34563E-OS 0.34955E-05 0.3531 1E-05 0.35629E-05 0.35906E-05 0.36139E-05 0.36324E-05 0.36458E-05 0.36538E-05 0.36561E-05 0.36521E-05 0.36417E-05 0.36243E-05 0.35997E-05 0.35672E-05 0.35266E-05 Cliq(g/cu.ft) 0.42300E-09 0.90818E-09 0.48362E-12 0.53195E-12 0.58276E-12 0.63610E-12 0.69202E-12 0.75055E-12 0.81176E-12 0.87567E-12 0.94235E-12 0.10118E-11 0.10841E-11 0.11593E-11 0.12375E-11 0.1318SE-11 0.14026E-11 0.14897E-11 0.15799E-11 0.16732E-11 0.17695E-11 0.18690E-11 0.19717E-11 0.20775E-11 0. 218666-11 0.22988E-11 0.241426-11 0.25327E-11 0.26545E-11 0.27794E-11 0.290756-11 0.30386E-11 0.31729E-11 0.331026-11 0.34505E-11 0.35937E-11 0.37398E-11 0.38887E-11 0.40403E-11 0.41945E-11 0.43512E-11 0.45104E-11 0.4671 8E-11 0.48354E-11 0.50009E-11 0.516846-11 0.53374E-11 0.550806-11 0.56798E-11 0.585266-11 0.602636-11 0.620066-11 0.63752E-11 0.65498E-11 0.67241E-11 0.68979E-11 0.70707E-11 0.72422E-11 0.741216-11 0.758006-11 0.77453E-11 0.790786-11 0.806686-11 0.822206-11 0.83729E-11 0.851886-11 0.865936-11 0.87937E-11 0.892146-11 0.904186-11 0.91543E-11 0.925816-11 0.935256-11 0.94368E-11 0.951016-11 0.95717E-11 0.962086-11 0.96563E-11 0.96775E-11 0.96834E-11 0.96730E-11 0.96454E-11 0.95994E-11 0.953406-11 0.944816-11 0.934066-11 Csol(g/g) 0.112046-14 0.240546-14 TUT O04 2278 34 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 0.13442E-08 0.19091E-08 0.25338E-08 0.32194E-08 0.39669E-08 0.47772E-08 0.56517E-08 0.65914E-08 0.75977E-08 0.86718E-08 0.98150E-08 0.11029E-07 0.12314E-07 0.13673E-07 0.15106E-07 0.16616E-07 0.18203E-07 0.19669E-07 0.21616E-07 0.23444E-07 0.25356E-07 0.27352E-07 0.29435E-07 0.31605E-07 0.33864E-07 0.36213E-07 0.38653E-07 0.41186E-07 0.43812E-07 0.46533E-07 0.49350E-07 0.52263E-07 0.55273E-07 0.58381E-07 0.61588E-07 0.64894E-07 0.68299E-07 0.71804E-07 0.75408E-07 0.79112E-07 0.82915E-07 0.86817E-07 0.90817E-07 0.94914E-07 0.99108E-07 0.10340E-06 0.10778E-06 0.11225E-06 0.11681E-06 0.12147E-06 0.12620E-06 0.13102E-06 0.13591E-06 O.U089E-06 0.14593E-06 0.15104E-06 0.15621E-06 0.16144E-06 0.16672E-06 0.17205E-06 0.17741E-06 0.18281E-06 0.18824E-06 0.19368E-06 0.19913E-06 0.20459E-06 0.21003E-06 0.21546E-06 0.22086E-06 0.22622E-06 0.23152E-06 0.23677E-06 0.24193E-06 0.24701E-06 0.25197E-06 0.25682E-06 0.26153E-06 0.26609E-06 0. 270486-06 0.27468E-06 0.27867E-06 0.28243E-06 0.28594E-06 0.28918E-06 0.29213E-06 0.29477E-06 0.29706E-06 0.29898E-06 0.30051E-06 0.30162E-06 0.14563E-08 0.20684E-08 0.27452E-08 0.34880E-08 0.42978E-08 0.51758E-08 0.61232E-08 0.71413E-08 0.82315E-08 0.93952E-08 0.10634E-07 0.11949E-07 0.13341E-07 0.14814E-07 0.16367E-07 0.18002E-07 0.19722E-07 0.21527E-07 0.23419E-07 0.25400E-07 0.27471E-07 0.29634E-07 0.31891E-07 0.34242E-07 0.36689E-07 0.39234E-07 0.41878E-07 0.44622E-07 0.47467E-07 0.50415E-07 0.53466E-07 0.56622E-07 O.S9884E-07 0.63252E-07 0.66726E-07 0.70308E-07 0.73997E-07 0.77794E-07 0.81699E-07 0.85712E-07 0.89832E-07 0.94060E-07 0.98393E-07 0.10283E-06 0.10738E-06 0.11202E-06 0.11677E-06 0.12162E-06 0.12656E-06 0.13160E-06 0.13673E-06 0.14195E-06 0.14725E-06 0.15264E-06 0.15810E-06 0.16364E-06 0.16924E-06 0.17491E-06 0.18063E-06 0.18640E-06 0.19221E-06 0. 198066-06 0.20394E-06 0.20984E-06 0.21S7SE-06 0.22166E-06 0.22756E-06 0.23344E-06 0.23928E-06 0.24509E-06 0.25084E-06 0.256S2E-06 0.262116-06 0.267616-06 0.27299E-06 0.27825E-06 0.283356-06 0.28829E-06 0.29304E-06 0.29759E-06 0.301916-06 0.305996-06 0.309806-06 0.313316-06 0.31650E-06 0.31936E-06 0.32184E-06 0.32392E-06 0.32558E-06 0.32679E-06 0.38572E-14 0.54782E-14 0.7271 OE-14 0.923836-14 0.113836-13 0.137086-13 0.162186-13 0.189146-13 0.218026-13 0.24884E-13 0.281646-13 0.31647E-13 0.35336E-13 0.39235E-13 0.43348E-13 0.47680E-13 0.52234E-13 0.57015E-13 0.62027E-13 0.67274E-13 0.727606-13 0.78489E-13 0.84465E-13 0.90692E-13 0.97174E-13 0.10391E-12 0.11092E-12 0.118186-12 0.125726-12 0.133536-12 0.141616-12 0.14997E-12 0.158616-12 0.167536-12 0.17673E-12 0.186226-12 0.19599E-12 0.206046-12 0.216396-12 0.227026-12 0.23793E-12 0.249126-12 0.260606-12 0.27236E-12 0.28439E-12 0.296706-12 0.30927E-12 0.322116-12 0.335216-12 0.34855E-12 0.362146-12 0.37596E-12 0.390016-12 0.40428E-12 0.418756-12 0.433416-12 0.44825E-12 0.46325E-12 0.478416-12 0.49369E-12 0.509096-12 0.52459E-12 0.540166-12 0.55578E-12 0.571426-12 0.587076-12 0.602706-12 0.618276-12 0.63377E-12 0.649146-12 0.66437E-12 0.67941E-12 0.69423E-12 0.708796-12 0.72305E-12 0.73696E-12 0.75048E-12 0.763S6E-12 0.77615E-12 0.788206-12 0.79965E-12 0.810446-12 0.82052E-12 0.82983E-12 0.83829E-12 0.845846-12 0.852426-12 0.85794E-12 0.86233E-12 0.86552E-12 TUT 004 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 0.30229E-06 0.30247E-06 0.302156-06 0.30128E-06 0.29984E-06 0.29780E-06 0.29S12E-06 0.291766-06 I 60.000 Cgas(g/cu.ft) 0.349956-10 0.751346-10 0.12048E-09 0.17112E-09 0.22712E-09 0.28857E-09 0.35S56E-09 0.42820E-09 0.50658E-09 0.59081E-09 0. 681006-09 0.77727E-09 0.87974E-09 0.98852E-09 0.11037E-08 0. 122556-08 0.135406-08 0.14893E-08 0.163166-08 0.178096-08 0.193756-08 0.210146-08 0.227276-08 0.245176-08 0.263836-08 0.283286-08 0.303536-08 0.324586-08 0.346466-08 0.369166-08 0.392706-08 0.417096-08 0.442336-08 0.468446-08 0.495426-08 0.523296-08 0.552036-08 0.581666-08 0.612186-08 0.643606-08 0.675906-08 0.709106-08 0.743196-08 0.778166-08 0.814026-08 0.850746-08 0.888336-08 0.92677E-08 0.966046-08 0.100616-07 0.104706-07 0.108876-07 0.113126-07 0.117446-07 0.121826-07 0.126286-07 0.130806-07 0.135386-07 0.140016-07 0.144706-07 0.149436-07 0.154216-07 0.159026-07 0.163866-07 0.168726-07 0.173606-07 0.178496-07 0.183386-07 0.188266-07 0.193126-07 0.197966-07 0.202766-07 0.207526-07 0.212226-07 0.216856-07 0.221406-07 0.225856-07 0.230206-07 0.327506-06 0.327706-06 0.327356-06 0.326416-06 0.324866-06 0.322656-06 0.319746-06 0.316106-06 Clig(g/cu.ft) 0.379156-10 0.814026-10 0.130536-09 0.185396-09 0.246066-09 0.312646-09 0.385226-09 0.463926-09 0.548846-09 0.640096-09 0.737816-09 0.842126-09 0.953136-09 0.107106-08 0.119586-08 0.132786-08 0.146706-08 0.161366-08 0.176776-08 0.192956-08 0.209916-08 0.227676-08 0.246236-08 0.265626-08 0.285846-08 0.306926-08 0.328856-08 0.351666-08 0.375366-08 0.399956-08 0.425466-08 0.451886-08 0.479236-08 0.507526-08 0.536766-08 0.566946-08 0.598086-08 0.630186-08 0.663256-08 0.697296-08 0.732296-08 0.768266-08 0.805196-08 0.843086-08 0.881926-08 0.921716-08 0.96244E-08 0.100416-07 0.104666-07 0.109016-07 0.113446-07 0.117966-07 0.122556-07 0.127236-07 0.131996-07 0.136816-07 0.141716-07 0.146676-07 0.151696-07 0.156776-07 0.161906-07 0.167076-07 0.172296-07 0.177536-07 0.182806-07 0.188086-07 0.193386-07 0.198686-07 0.203966-07 0.209236-07 0.214486-07 0.219686-07 0.224836-07 0.229926-07 0.234946-07 0.23987E-07 0.244696-07 0.249406-07 0.867426-12 0.867956-12 0.867026-12 0.864546-12 0.860426-12 0.854566-12 0.846866-12 0.837226-12 CsoUg/g) 0.100426-15 0.215606-15 0.345736-15 0.491036-15 0.651726-15 0.828056-15 0.102036-14 0.122876-14 0.145366-14 0.169536-14 0.195426-14 0.223046-14 0.252446-14 0.283666-14 0.316726-14 0.351676-14 0.388546-14 0.427376-14 0.468196-14 0.511046-14 0.555966-14 0.602996-14 0.652166-14 0.703516-14 0.757086-14 0.812896-14 0.870996-14 0.931416-14 0.994176-14 0.105936-13 0.112696-13 0.119686-13 0.126936-13 0.134426-13 0.142166-13 0.150166-13 0.158416-13 0.166916-13 0.175676-13 0.184686-13 0.193956-13 0.203486-13 0.213266-13 0.223306-13 0.233596-13 0.244126-13 0.2S4916-13 0.265946-13 0.277216-13 0.288726-13 0.300456-13 0.312416-13 0.324596-13 0.336986-13 0.349586-13 0.362366-13 0.375336-13 0.388476-13 0.401786-13 0.415236-13 0.428816-13 0.442516-13 0.456316-13 0.470206-13 0.484166-13 0.498166-13 0.512186-13 0.526216-13 0.540226-13 0.554186-13 0.568066-13 0.581846-13 0.595496-13 0.608976-13 0.622266-13 0.635316-13 0.648096-13 0.66056E-13 TUT 004 2280 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 0.23442E-07 0.23850E-07 0.24244E-07 0. 246206-07 0.24978E-07 0.25315E-07 0.256306-07 0.25920E-07 0.26185E-07 0.26421E-07 0.26626E-07 0.26798E-07 0.26936E-07 0.27035E-07 0.27095E-07 0.2711 IE-07 0. 270826-07 0.270056-07 0.26876E-07 0.26693E-07 0.26452E-07 0.261516-07 I 70.000 Cgas(g/cu.ft> 0.31367E-11 0.67345E-11 0.107996-10 0.153386-10 0.20357E-10 0.2S865E-10 0.318706-10 0.383806-10 0.4S406E-10 0.52956E-10 0.610406-10 0.69669E-10 0.78853E-10 0.886046-10 0.98932E-10 0.10985E-09 0.121366-09 0.13349E-09 0.146246-09 0.15963E-09 0.173666-09 0.18835E-09 0.203716-09 0.21975E-09 0.23648E-09 0.25391E-09 0.27206E-09 0.290936-09 0.31054E-09 0.330896-09 0.35199E-09 0.3738SE-09 0.39647E-09 0.41988E-09 0.444066-09 0.469036-09 0.494806-09 0.52136E-09 0.54871E-09 0.57687E-09 0.605836-09 0.63559E-09 0.66614E-09 0.69749E-09 0.72962E-09 0.76254E-09 0.79623E-09 0.830686-09 0.86589E-09 0.901836-09 0.93849E-09 0.97585E-09 0.101396-08 0.10526E-08 0.109196-08 0.113196-08 0.117246-08 0.121346-08 0.12550E-08 0.129706-08 0.13394E-08 0.13822E-08 0.14253E-08 0.14687E-08 0.25398E-07 0.25840E-07 0.26266E-07 0.26674E-07 0.270616-07 0.274276-07 0.27768E-07 0.280836-07 0.283696-07 0.28625E-07 0.28847E-07 0.290346-07 0.291836-07 0.292916-07 0.293556-07 0.293736-07 0.293416-07 0.2925 7E-07 0.291186-07 0.28920E-07 0.286596-07 0.28333E-07 Cliq(g/cu.ft) 0.339846-11 0.72963E-11 0.117006-10 0.166176-10 0.220556-10 0.280236-10 0.345286-10 0.415826-10 0.491946-10 0.57373E-10 0.661326-10 0.754816-10 0.85432E-10 0.95996E-10 0.107186-09 0.119016-09 0.131496-09 0.14463E-09 0.15844E-09 0.17295E-09 0.188156-09 0.20406E-09 0.220706-09 0.238086-09 0.256216-09 0.275106-09 0.294766-09 0.315206-09 0.336446-09 0.358496-09 0.38135E-09 0.40503E-09 0.429556-09 0.454906-09 0.481116-09 0.50816E-09 0.536086-09 0.56485E-09 0.594496-09 0.625006-09 0.656376-09 0.68861E-09 0.72171E-09 0.755676-09 0.790496-09 0.826156-09 0.862666-09 0.899986-09 0.93812E-09 0.977066-09 0.101686-08 0.105736-08 0.109856-08 0.114046-08 0.118306-08 0.122636-08 0.127026-08 0.131476-08 0.135976-08 0. 140526-08 0.145126-08 0.14975E-08 0.15442E-08 0.159126-08 0.672686-13 0.684406-13 0.69568E-13 0.706486-13 0.71674E-13 0.726426-13 0.73546E-13 0.743806-13 0.751386-13 0.758156-13 0.764046-13 0.76899E-13 0.77293E-13 0.775796-13 0.777496-13 0.777966-13 0.77713E-13 0.774916-13 0.77121E-13 0.76596E-13 0.759066-13 0.750426-13 CsoUg/g) 0.900106-17 0.193256-16 0.309896-16 0.440126-16 0.584156-16 0.74220E-16 0.914516-16 0.110136-15 0.130296-15 0.15196E-15 0.175166-15 0.199926-15 0.226276-15 0.25425E-15 0.283896-15 0.315216-15 0.34826E-15 0.383066-15 0.419656-15 0.458066-15 0.498336-15 0.54048E-15 0.584556-15 0.630586-15 0.678596-15 0.728626-15 0.780696-15 0.83484E-15 0.891106-15 0.949496-15 0.101006-14 0.107286-14 0.113776-14 0.120496-14 0.127436-14 0.134596-14 0.141986-14 0.149616-14 0.157466-14 0.165546-14 0.173856-14 0.182386-14 0.191156-14 0.200156-14 0.209376-14 0.218816-14 0.228486-14 0.238376-14 0.248476-14 0.25878E-14 0.269306-14 0.280036-14 0.290946-14 0.302056-14 0.313346-14 0.324806-14 0.336426-14 0.348206-14 0.360126-14 0.372186-14 0.38435E-14 0.39663E-14 0.409016-14 0.421456-14 TUT 004 2281 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON TIM: Cell 1234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0.15123E-08 0.15560E-08 0.15998E-08 0.16437E-08 0.16874E-08 0.17310E-08 0.17744E-08 0.18174E-08 0.18601E-08 0.19022E-08 0.19437E-08 0.19844E-08 0.20244E-08 0.20633E-08 0.21012E-08 0.21378E-08 0.21730E-08 0.22068E-08 0.22388E-08 0.22690E-08 0.22973E-08 0.23233E-08 0.23470E-08 0.23681E-08 0.23866E-08 0.24020E-08 0.24143E-08 0.24232E-08 0.24286E-08 0.24300E-08 0.24274E-08 0.24205E-08 0.24089E-08 0.23925E-08 0.23710E-08 0.23440E-08 I 80.000 Cgas(g/cu.ft) 0.281 15E-12 0.60363E-12 0.96796E-12 0.13747E-11 0.18246E-11 0.23183E-11 0.28566E-11 0.34401E-11 0.406988*11 0.47465E-11 0.54712E-11 0.62446E-11 0.70678E-11 0.79418E-11 0.88675E-11 0. 984606-11 0.10878E-10 0.11965E-10 0.13108E-10 0.14308E-10 0.15566E-10 0.16882E-10 0.18259E-10 0.19697E-10 0.21196E-10 0.22759E-10 0.24386E-10 0.26077E-10 0.27834E-10 0.29658E-10 0.31549E-10 0.33509E-10 0.35537E-10 0.37635E-10 0.39802E-10 0.42041E-10 0.44350E-10 0.46731E-10 0.49183E-10 0.51706E-10 0.54302E-10 0.56969E-10 0.59708E-10 0.62518E-10 0.65398E-10 0.68348E-10 0.71368E-10 0.74456E-10 0.77612E-10 0.80833E-10 0.16385E-08 0.16858E-08 0.17333E-08 0.17808E-08 0.18282E-08 0.18754E-08 0.19224E-08 0.19690E-08 0.20152E-08 0.20609E-08 0.21058E-08 0.21500E-08 0.21932E-08 0.22354E-08 0.22764E-08 0.23161E-08 0.23543E-08 0.23909E-08 0.24256E-08 0.24583E-08 0.24889E-08 0.25171E-08 0.2S428E-08 0.25657E-08 0.25856E-08 0.26024E-08 0.26157E-08 0.26254E-08 0.26312E-08 0.26328E-08 0.26299E-08 0.26224E-08 0.26099E-08 0.25921E-08 0.25688E-08 0.25395E-08 Cliq(g/cu.ft> 0.30461E-12 0.65398E-12 0.10487E-11 0.14894E-11 0.19769E-11 0.25117E-11 0.30949E-11 0.37271E-11 0.44093E-11 0.51425E-11 0.59276E-11 0.67655E-11 0.76574E-11 0.86043E-11 0.96073E-11 0.10667E-10 0.11786E-10 0.12963E-10 0.14202E-10 0.15502E-10 0.16864E-10 0.18291E-10 0.19782E-10 0.21340E-10 0.22965E-10 0.24658E-10 0.26420E-10 0.28253E-10 0.30156E-10 0.32132E-10 0.34181E-10 0.36304E-10 0.38502E-10 0.40774E-10 0.43123E-10 0.45548E-10 0.48050E-10 0.50629E-10 0.53286E-10 0.56020E-10 0.58832E-10 0.61722E-10 0.64689E-10 0.67733E-10 0.70854E-10 0.74050E-10 0.77322E-10 0.80668E-10 0.84086E-10 0.87577E-10 0.43396E-14 0.44651E-14 0.45908E-14 0.471 66E- 14 0.48421E-14 0.49672E-14 0.50917E-14 0.52152E-14 0.53375E-14 0.54584E-14 0.55775E-14 0.56944E-14 0.58090E-14 0.59207E-14 0.60294E-14 0.61344E-14 0.62356E-14 0.63324E-14 0.64244E-14 0.65111E-14 0.65921E-U 0.66668E-14 0.67348E-14 0.67955E-14 0.68483E-14 0.68927E-14 0.69280E-14 0.69536E-14 0.69688E-14 0.69731E-14 0.69656E-14 0.69457E-14 0.69126E-14 0.68655E-14 0.68036E-14 0.67262E-14 Csol(g/g) 0.80678E-18 0.17321E-17 0.27776E-17 0.39449E-17 0.52359E-17 0.66525E-17 0.81970E-17 0.98716E-17 0.11679E-16 0. 136206-16 0. 157006-16 0.17919E-16 0. 20281 E- 16 0.22789E-16 0.25446E-16 0.28253E-16 0.31215E-16 0.34335E-16 0.37614E-16 0.41057E-16 0.44666E-16 0.48444E-16 0.52395E-16 0.56520E-16 0.60824E-16 0.65308E-16 0.69976E-16 0.74829E-16 0.79872E-16 0.85105E-16 0.90532E-16 0.96155E-16 0.10197E-15 0.10799E-15 0.11421E-15 0.120646-15 0. 127266-15 0.13410E-15 0.14113E-15 0.14837E-15 0.15582E-15 0.16348E-15 0.17133E-15 0.17940E-15 0.18766E-15 0.196136-15 0.20479E-15 0.21366E-15 0.22271E-15 0.23195E-15 TUT O04 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 0.84119E-10 0.87468E-10 0.9087BE-10 0.94347E-10 0.97873E-10 0.10145E-09 0.10508E-09 0.10876E-09 0.11249E-09 0.1162SE-09 0.12006E-09 0.12389E-09 0.12776E-09 0.13164E-09 0.13555E-09 0.13947E-09 0.14340E-09 0.14733E-09 0.15125E-09 0.15516E-09 0.15904E-09 0.16290E-09 0.16672E-09 0.17050E-09 0.17422E-09 0.17787E-09 0.18145E-09 0.18494E-09 0.18833E-09 0.19161E-09 0.19477E-09 0.19780E-09 0.20067E-09 0.20338E-09 0.20591E-09 0.20824E-09 0.21037E-09 0.21226E-09 0.21391E-09 0.21530E-09 0.21640E-09 0.217206-09 0.21768E-09 0.21781E-09 0.21758E-09 0.21695E-09 0.21592E-09 0.21445E-09 0.21252E-09 0.21010E-09 I 90.000 Cgas(g/cu.ft) 0.25200E-13 0.54105E-13 0.86761E-13 0.1Z322E-12 0.16355E-12 0.20780E-12 0.25604E-12 0.30835E-12 0.36479E-12 0.42544E-12 0.49039E-12 0.55972E-12 0.63351E-12 0.71184E-12 0.79482E-12 0.882S2E-12 0.97504E-12 0.10725E-11 0.11749E-11 0.12825E-11 0.13952E-11 0.15132E-11 0.16366E-11 0.17655E-11 0.18999E-11 0.20399E-11 0.218S7E-11 0.23374E-11 0.24949E-11 0.26583E-11 0.28278E-11 0.30035E-11 0.31853E-11 0.33733E-11 0.35676E-11 0.37682E-11 0.91137E-10 0.94765E-10 0.98460E-10 0.10222E-09 0.10604E-09 0.10992E-09 0.11385E-09 0.11784E-09 0.12187E-09 0.12595E-09 0.13007E-09 0.13423E-09 0.13841E-09 0.14263E-09 0.14686E-09 0.15111E-09 0.15536E-09 0.15962E-09 0.16386E-09 0.16810E-09 0.17231E-09 0.17649E-09 0.18063E-09 0.18472E-09 0.18875E-09 0.19271E-09 0.19659E-09 0.20037E-09 0.20404E-09 0.20760E-09 0.21102E-09 0.21430E-09 0.21741E-09 0.22035E-09 0.22309E-09 0.22562E-09 0.22792E-09 0.22997E-09 0.23176E-09 0.23326E-09 0.23445E-09 0.23532E-09 0.23584E-09 0.23598E-09 0.23573E-09 0.23505E-09 0.23393E-09 0.23234E-09 0.23025E-09 0.22763E-09 Clirfg/cu.ft) 0.273036-13 0.58618E-13 0.93999E-13 0.13350E-12 0.17719E-12 0.22S13E-12 0.27740E-12 0.33407E-12 0.39522E-12 0.46094E-12 0.53130E-12 0.60641E-12 0.68636E-12 0.771 23E-12 0.86112E-12 0.9S614E-12 0.10S64E-11 0.11619E-11 0.12729E-11 0.13894E-11 0.15116E-11 0.16394E-11 0.17731E-11 0.19127E-11 0.20584E-11 0.22101E-11 0.23681E-11 0.25323E-11 0.27030E-11 0.28801E-11 0.30638E-11 0.32540E-11 0.34510E-11 0.36547E-11 0.38652E-11 0.40826E-11 0.24138E-15 0.25099E-15 0.26078E-15 0.27073E-15 0.28085E-15 0.29112E-15 0.30154E-15 0.31210E-15 0.32279E-15 0.33359E-15 0.34450E-15 0.35551E-15 0. 366606-15 0.37776E-15 0.38897E-15 0.40022E-15 0.41149E-15 0.42276E-15 0.43401E-15 0.44522E-15 0.45638E-15 0.46745E-15 0.47842E-15 0.48925E-15 0.49992E-15 0.51041E-15 0.520676-15 0.530696-15 0.54043E-15 O.S4985E-15 0.55891E-15 0.567596-15 0.575836-15 0.583616-15 0.590866-15 0.597566-15 0.60366E-15 0.609106-15 0.613836-15 0.617816-15 0.620976-15 0.623276-15 0.624646-15 0.625026-15 0.624356-15 0.622566-15 0.619596-15 0.615376-15 0.609836-15 0.60289E-15 C>ol(g/g> 0.723146-19 0.155266-18 0.248966-18 0.353596-18 0.46931E-18 0.596286-18 0.73472E-18 0.88481E-18 0.10468E-17 0.122086-17 0.140726-17 0.160616-17 0.181796-17 0.204276-17 0.228086-17 0.25324E-17 0.27979E-17 0.307756-17 0.337156-17 0.368016-17 0.400356-17 0.43422E-17 0.46963E-17 0.50661E-17 0.54518E-17 0.585376-17 0.627216-17 0.670716-17 0.715916-17 0.762826-17 0.811466-17 0.86186E-17 0.914026-17 0.967986-17 0.10237E-16 0.108136-16 TUT 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.39752E-11 0.418866-11 0.44084E-11 0.46346E-11 0.48672E-11 0.510636-11 0.535186-11 0.560366-11 0.586186-11 0.612626-11 0.639696-11 0.667376-11 0.695656-11 0.724536-11 0.753986-11 0.784006-11 0.814566-11 0.845666-11 0.877266-11 0.909356-11 0.941896-11 0.974876-11 0.100836-10 0.104206-10 0.107616-10 0.111056-10 0.114516-10 0.118006-10 0.121506-10 0.125016-10 0.128536-10 0.132056-10 0.135576-10 0.139076-10 0.142556-10 0.146016-10 0.149446-10 0.152826-10 0.156156-10 0.159436-10 0.162646-10 0.165776-10 0.168816-10 0.171756-10 0.174586-10 0.177296-10 0.179876-10 0.182296-10 0.184566-10 0.186656-10 0.188566-10 0.190266-10 0.191746-10 0.192986-10 0.193976-10 0.194686-10 0.195116-10 0.195236-10 0.195026-10 0.194466-10 0.193536-10 0.192226-10 0.190486-10 0.188326-10 0.430686-11 0.453806-11 0.477616-11 0.502126-11 0.527336-11 0.553236-11 0.579826-11 0.607116-11 0.635086-11 0.663736-11 0.693066-11 0.723056-11 0.753696-11 0.784976-11 0.816886-11 0.849406-11 0.882526-11 0.916216-11 0.950446-11 0.985216-11 0.102056-10 0.105626-10 0.109246-10 0.112896-10 0.116596-10 0.120316-10 0.124066-10 0.127846-10 0.131636-10 0.135446-10 0.139256-10 0.143076-10 0.146886-10 0.150676-10 0.154456-10 0.158196-10 0.161906-10 0.165576-10 0.169186-10 0.172736-10 0.176206-10 0.179596-10 0.182896-10 0.186086-10 0.189156-10 0.192086-10 0.194876-10 0.197506-10 0.199966-10 0.202236-10 0.204296-10 0.206136-10 0.207736-10 0.209086-10 0.210156-10 0.210926-10 0.211396-10 0.211526-10 0.211296-10 0.210686-10 0.209686-10 0.208256-10 0.206386-10 0.204036-10 0.114076-16 0.120196-16 0.126506-16 0.132996-16 0.139676-16 0.146536-16 0.153576-16 0.160806-16 0.168216-16 0.175796-16 0.183566-16 0.191506-16 0.199626-16 0.207916-16 0.216366-16 0.224976-16 0.233746-16 0.242676-16 0.251736-16 0.260946-16 0.270286-16 0.279746-16 0.289326-16 0.299016-16 0.308796-16 0.318656-16 0.328596-16 0.338606-16 0.348646-16 0.358736-16 0.368836-16 0.378936-16 0.389016-16 0.399076-16 0.409066-16 0.418996-16 0.428826-16 0.438536-16 0.448096-16 0.457496-16 0.466696-16 0.475676-16 0.484406-16 0.492846-16 0.500976-16 0.508746-16 0.516136-16 0.523106-16 0.529616-16 0.535616-16 0.541076-16 0.545956-16 0.550196-16 0.553766-16 0.556596-16 0.558656-16 0.559886-16 0.560226-16 0.559626-16 0.558026-16 0.555366-16 0.551576-16 0.546606-16 0.540386-16 POLYGON TIM: Celt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 I 100.000 Cgas(g/cu.ft) 0.225886-14 0.484956-14 0.777666-14 0.110456-13 0.146596-13 0.186256-13 0.229506-13 0.276386-13 0.326976-13 0.381346-13 0.439556-13 0.501696-13 0.567836-13 0.638046-13 0.712416-13 0.791026-13 0.873956-13 0.961296-13 0.105316-12 0.114956-12 0.125056-12 0.135636-12 Cliq(g/cu.ft) 0.244726-14 0.525416-14 0.842536-14 0.119666-13 0.158826-13 0.201796-13 0.248646-13 0.299446-13 0.354256-13 0.413156-13 0.476226-13 0.543546-13 0.615206-13 0.691276-13 0.771856-13 0.857016-13 0.946866-13 0.104156-12 0.114106-12 0.124546-12 0.135496-12 0.146956-12 Csol(g/g) 0.648176-20 0.139166-19 0.223156-19 0.316936-19 0.420656-19 0.534466-19 0.658556-19 0.793086-19 0.938256-19 0.109436-18 0.126136-18 0.143966-18 0.162946-18 0.183096-18 0.204436-18 0.226996-18 0.250786-18 0.275846-18 0.302196-18 0.329856-18 0.358856-18 0.389206-18 TUT OO4 2284 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 0.14669E-12 0.15824E-12 0.17029E-12 0.18285E-12 0.19591E-12 0.209SOE-12 0.22362E-12 0.23827E-12 0.25347E-12 0.26921E-12 0.28550E-12 0.30236E-12 0.31977E-12 0.33775E-12 0.35631E-12 0.37543E-12 0.39513E-12 0.41541E-12 0.43626E-12 0.45769E-12 0.47969E-12 0.50227E-12 0.52541E-12 0.54911E-12 0.57337E-12 0.59818E-12 0.62353E-12 0.64941E-12 0.67581E-12 0.70272E-12 0.73012E-12 0.75798E-12 0.78631E-12 0.81507E-12 0.84424E-12 0.87380E-12 0.90372E-12 0.93397E-12 0.96453E-12 0.99534E-12 0.10264E-11 0.10576E-11 0.10890E-11 0.11205E-11 0.11521E-11 0.11836E-11 0.12151E-11 0.12465E-11 0.12777E-11 0.13087E-11 0.13394E-11 0.13698E-11 0.13997E-11 0.14290E-11 0.14578E-11 0.14858E-11 0.15131E-11 0.15394E-11 0.15648E-11 0.15891E-11 0.16122E-11 0.16339E-11 0.16543E-11 0.16730E-11 0.16901E-11 0.17053E-11 0.17186E-11 0.17297E-11 0.17386E-11 0.17450E-11 0.17488E-11 0.17499E-11 0. 174806-11 0.17430E-11 0.17347E-11 0.17229E-11 0.17074E-11 0.16879E-11 I 110.000 Cgas(g/cu.ft) 0.20246E-15 0.43468E-15 0.69704E-15 0.98997E-15 0.13139E-14 0.16694E-14 0.205 TOE- 14 0.24773E-H 0.15893E-12 0.17144E-12 0.18450E-12 0.19810E-12 0.21226E-12 0.22698E-12 0.24228E-12 0.25815E-12 0.27461E-12 0.29167E-12 0.30932E-12 0.32758E-12 0.34645E-12 0.36593E-12 0.38603E-12 0.40675E-12 0.42810E-12 0.45006E-12 0.47266E-12 0.49587E-12 0.51971E-12 0.54417E-12 0.56924E-12 0.59492E-12 0.62120E-12 0.64808E-12 0.67555E-12 0.70359E-12 0.73219E-12 0.76134E-12 0.79102E-12 0.82122E-12 0.85191E-12 0.88307E-12 0.91467E-12 0.94670E-12 0.97911E-12 0.10119E-11 0.10450E-11 0.10784E-11 0.11120E-11 0.11459E-11 0.11799E-11 0.12140E-11 0.12482E-11 0.12824E-11 0.13165E-11 0.13505E-11 0.13843E-11 0.14179E-11 0.14512E-11 0.14840E-11 0.15164E-11 0.15482E-11 0.15794E-11 0.16098E-11 0.16393E-11 0.16679E-11 0.16954E-11 0.17217E-11 0.17467E-11 0.17703E-11 0.17923E-11 0.18126E-11 0.18311E-11 0.18476E-11 0.18619E-11 0.18740E-11 0.18836E-11 0.18906E-11 0.18947E-11 0.18959E-11 0.18938E-11 0.18884E-11 0.18794E-11 0.18666E-11 0.18498E-11 0.18287E-11 Cliq(g/cu.ft> 0.21935E-15 0.47094E-15 0.75519E-15 0.10726E-14 0.14236E-14 0.18087E-14 0.22286E-14 0.26839E-14 0.42094E-18 0.45408E-18 0.48866E-18 0.52468E-18 0.56218E-18 0.60118E-18 0.64169E-18 0.68373E-18 0.72733E-18 0.77251E-18 0.81926E-18 0.86762E-18 0.91760E-18 0.96920E-18 0.10224E-17 0.10773E-17 0.11339E-17 0.11920E-17 0.12519E-17 0.13134E-17 0.13765E-17 0.14413E-17 0.15077E-17 0.15757E-17 0.16453E-17 0.17165E-17 0.17893E-17 0.18635E-17 0.19393E-17 0.20165E-17 0.20951E-17 0.21751E-17 0.22563E-17 0.23389E-17 0.24226E-17 0.25074E-17 0.25933E-17 0.26801E-17 0.27677E-17 0.28562E-17 0.29453E-17 0.30349E-17 0.31250E-17 0.32154E-17 0.33059E-17 0.33964E-17 0.34868E-17 0.35769E-17 0.36665E-17 0.37555E-17 0.38436E-17 0.39306E-17 0.40164E-17 0.41006E-17 0.41831E-17 0.42636E-17 0.43418E-17 0.44175E-17 0.44903E-17 0.45600E-17 0.46262E-17 0.46887E-17 0.47470E-17 0.48008E-17 0.48498E-17 0.48935E-17 0.49315E-17 0.49635E-17 0.49889E-17 0.50073E-17 0.50183E-17 0.50214E-17 0.50160E-17 0.50016E-17 0.49778E-17 0.49439E-17 0.48994E-17 0.48436E-17 CsoUg/g) 0.58097E-21 0.12473E-20 0.20002E-20 0.28408E-20 0.37704E-20 0.47905E-20 0.59027E-20 0.71086E-20 TUT OO4 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 0.29307E-U 0.34180E-14 0.39398E-14 0.44968E-14 0.50896E-14 0.571 89E-14 0.63856E-14 0.70901E-14 0.78335E-14 0.86163E-14 0.94393E-14 0.10303E-13 0.11209E-13 0.12157E-13 0.13148E-13 0.14184E-13 0.15264E-13 0.16389E-13 0.17560E-13 0.18778E-13 0.20044E-13 0.21357E-13 0.22719E-13 0.24130E-13 0.25590E-13 0.27101E-13 0.28662E-13 0.30274E-13 0.31937E-13 0.33651E-13 0.35417E-13 0.37Z34E-13 0.39103E-13 0.41024E-13 0.42996E-13 0.45019E-13 0.47D94E-13 0.49218E-13 0.51393E-13 0.53617E-13 0.55889E-13 0.58209E-13 0.60575E-13 0.62987E-13 0.65442E-13 0.67940E-13 0.70479E-13 0.73057E-13 0.75671E-13 0.78321E-13 0.81003E-13 0.83714E-13 0.86453E-13 0.89215E-13 0.91998E-13 0.94798E-13 0.97612E-13 0.10043E-12 0.10326E-12 0.10609E-12 0.10891E-12 0.11173E-12 0.11453E-12 0.11731E-12 0.12006E-12 0.12278E-12 0.12545E-12 0.12809E-12 0.13066E-12 0.13318E-12 0.13562E-12 0.13798E-12 0.14026E-12 0.14244E-12 0.14450E-12 0.14645E-12 0.14828E-12 0.14996E-12 0.15149E-12 0.15285E-12 0.15404E-12 0.15504E-12 0.15583E-12 0.15641E-12 0.15675E-12 0.15685E-12 0.15668E-12 0.15623E-12 0.15549E-12 0.15443E-12 0.31752E-14 0.37032E-14 0.42685E-14 0.48719E-14 0.55142E-14 0.61960E-14 0.69183E-14 0.76816E-14 0.84870E-14 0.93351E-14 0.10227E-13 0.11163E-13 0.12144E-13 0.13171E-13 0.14245E-13 0.15367E-13 0.16537E-13 0.17756E-13 0.19025E-13 0.20345E-13 0.21716E-13 0.23139E-13 0.24614E-13 0.26143E-13 0.27725E-13 0.29362E-13 0.31053E-13 0.32799E-13 0.34601E-13 0.36458E-13 0.38371E-13 0.40340E-13 D.42365E-13 0.44446E-13 0.46583E-13 0.48775E-13 0.51022E-13 0.53324E-13 0.55680E-13 0.58089E-13 0.60551E-13 0.63065E-13 0.65628E-13 0.68241E-13 0.70902E-13 0.73608E-13 0.76359E-13 0.79151E-13 0.81984E-13 0.84855E-13 0.87760E-13 0.90698E-13 0.93665E-13 0.96658E-13 0.99673E-13 0.10271E-12 0.10575E-12 0.10881E-12 0.11188E-12 0.11494E-12 0.11800E-12 0.12105E-12 0.12408E-12 0.12709E-12 0.13007E-12 0.13302E-12 0.13592E-12 0.13877E-12 0.14156E-12 0.14429E-12 0.14693E-12 0.14949E-12 0.15196E-12 0.15432E-12 0.15656E-12 0.15867E-12 0.16065E-12 0.16247E-12 0.16412E-12 0.16560E-12 0.16689E-12 0.16797E-12 0.16883E-12 0.16946E-12 0.16983E-12 0.16993E-12 0.16975E-12 0.16926E-12 0.16846E-12 0.16731E-12 0.84098E-20 0.98081E-20 0.11305E-19 0.12904E-19 0.14605E-19 0.16411E-19 0.18324E-19 0.20345E-19 0.22478E-19 0.24725E-19 0.27086E-19 0.29566E-19 0.32164E-19 0.34885E-19 0.37730E-19 0.40701E-19 0.43800E-19 0.47029E-19 0.50390E-19 O.S3885E-19 0.57516E-19 0.61285E-19 0.65193E-19 0.69242E-19 0.73433E-19 0.77767E-19 0.82247E-19 0.86872E-19 0.91644E-19 0.96563E-19 0.10163E-18 0.1068SE-18 0.11221E-18 0.11772E-18 0.12338E-18 0.12918E-18 0.13514E-18 0.14123E-18 0.14747E-18 0.15385E-18 0.16038E-18 0.16703E-18 0.17382E-18 0.18074E-18 0.18779E-18 0.19496E-18 0.20224E-18 0.20964E-18 0.21714E-18 0.22475E-18 0.23244E-18 0.24022E-18 0.248086-18 0.25601E-18 0.26399E-18 0.27203E-18 0.28010E-18 0.28820E-18 0.29631E-18 0.30443E-18 0.31253E-18 0.32061E-18 0.32864E-18 0.33661E-18 0.34451E-18 0.35231E-18 0.36000E-18 0.36755E-18 0.37494E-18 0.3821SE-18 0.38917E-18 0.39595E-18 0.40248E-18 0.40872E-18 0.41466E-18 0.42026E-18 0.42549E-18 0.43031E-18 0.43470E-18 0.43862E-18 O.U202E-18 0.44489E-18 0.4471 7E-18 0.44882E-18 0.44980E-18 0.45008E-18 0.44960E-18 0.44831E-18 0.44617E-18 O.U313E-18 TUT 004 2286 99 100 POLYGON Ti*e: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 0.15304E-12 0.15129E-12 I 120.000 Cgas(g/cu.ft) 0.18U7E-16 0.38961E-16 0.62477E-16 0.88733E-16 0.11777E-15 0.14964E-15 0.18438E-15 0.22204E-15 0.26269E-15 0.30637E-1S 0.35314E-15 0.40306E-15 0.45619E-15 0.51260E-15 0.57235E-15 0.63551E-15 0.70213E-15 0. 772306-15 0.84606E-15 0.92350E-15 0.10047E-U 0.10897E-14 0.11785E-14 0.12713E-14 0.13681E-U 0.14690E-14 0.15740E-14 0.16831E-14 0.17966E-14 0.19143E-14 0.20364E-14 0.21628E-14 0.22937E-14 0.24291E-14 0.2S690E-14 0.27135E-U 0.28626E-14 0.30162E-14 0.31745E-14 0.33374E-14 0.35049E-14 0.36771E-14 0.38538E-14 0.40352E-14 0.42211E-14 0.44116E-14 0.46065E-14 0.48058E-14 0.50095E-14 O.S2174E-14 0.54295E-14 0.56456E-14 0.58657E-14 0.60896E-14 0.63172E-14 0.65483E-14 0.67826E-14 0.70201E-14 0.72605E-U 0.75035E-14 0.77490E-14 0.79966E-14 0.82460E-14 0.84970E-14 0.87492E-14 0.90022E-14 0.92S56E-14 0.95091E-14 0.97622E-14 0.100 HE-13 0.10265E-13 0.10514E-13 0.10761E-13 0.11005E-13 0.11245E-13 0.11481E-13 0.11712E-13 0.11937E-13 0.12156E-13 0.12368E-13 0.12572E-13 0.12767E-13 0.12952E-13 0.13127E-13 0.16580E-12 0.16392E-12 Cliq(g/cu.ft> 0.19661E-16 0.4221 1E- 16 0.67689E-16 0.96136E-16 0.12760E-15 0.16212E-15 0.19976E-15 0.24057E-15 0.28460E-15 0.33192E-15 0.38260E-15 0.43668E-15 0.49425E-15 0.55537E-15 0.62010E-15 0.688S2E-15 0.76071E-15 0.83672E-15 0.91665E-15 0.10005E-14 0.10885E-14 0.11806E-14 0.12768E-14 0.13774E-14 0.14823E-14 0.15915E-14 0.17053E-14 0.18236E-14 0.19464E-14 0.20740E-14 0.22062E-14 0.23433E-14 0.24851E-14 0.26318E-14 0.27834E-14 0.29399E-14 0.31014E-14 0.32678E-14 0.34393E-14 0.36158E-14 0.37973E-14 0.39838E-14 0.41753E-14 0.43718E-14 0.45733E-14 0.47796E-14 0.49907E-14 0.52067E-14 0.54274E-14 0.56526E-14 0.58824E-14 0.61166E-14 0.63551E-14 0.65977E-14 0.68442E-14 0.70945E-14 0.73485E-14 0.76058E-14 0.78662E-14 0.81295E-14 0.83954E-14 0.86637E-14 0.89339E-14 0.92059E-14 0.94791E-14 0.97532E-K 0.10028E-13 0.10302E-13 0.10577E-13 0.10850E-13 0.11122E-13 0.11392E-13 0.11659E-13 0.11923E-13 0.12183E-13 0.12438E-13 0.12689E-13 0.12933E-13 0.13170E-13 0.13400E-13 0.13620E-13 0.13832E-13 0.14033E-13 0.14222E-13 0.43914E-18 0.43414E-18 CsoUg/B) 0.52074E-22 0.11180E-21 0.17928E-21 0.25462E-21 0.33795E-21 0.42939E-21 0.52908E-21 0.6371 6E-21 0.75379E-21 0.87913E-21 0.10133E-20 0.11566E-20 0.13091E-20 0.14709E-20 0.16424E-20 0.18236E-20 0.20148E-20 0.22161E-20 0.24278E-20 0.26500E-20 0.28830E-20 0.31268E-20 0.33818E-20 0.36481E-20 0.39259E-20 0.42153E-20 0.45166E-20 0.48299E-20 0.51553E-20 0.54931E-20 0.58434E-20 0.62063E-20 0.65820E-20 0.69705E-20 0.73720E-20 0.77866E-20 0.82143E-20 0.86552E-20 0.91093E-20 0.95768E-20 0.10058E-19 0.10552E-19 0.11059E-19 0.11579E-19 0.12113E-19 0.12659E-19 0.13218E-19 0.13790E-19 0.14375E-19 0.14971E-19 0.15580E-19 0.16200E-19 0.16832E-19 0.17474E-19 0.18127E-19 0.18791E-19 0.19463E-19 0.20144E-19 0.20834E-19 0.21532E-19 0.22236E-19 0.22947E-19 0.23662E-19 0.24383E-19 0.25106E-19 0.25832E-19 0.26S59E-19 0.27287E-19 0.28013E-19 0.28737E-19 0.29457E-19 0.30172E-19 0.30879E-19 0.31579E-19 0.32267E-19 0.32944E-19 0.33607E-19 0.34254E-19 0.34882E-19 0.35A90E-19 0.36075E-19 0.36635E-19 0.37167E-19 0.37669E-19 TUT 004 2287 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell1 2 3 4 5 6 7 8 9 10 11 12 13U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 0.13290E-13 0.13441E-13 0.13578E-13 0.13701E-13 0.13807E-13 0.13896E-13 0.13968E-13 0.14019E-13 0.14050E-13 0.14059E-13 0.14044E-13 0.14003E-13 0.13937E-13 0.13842E-13 0.13717E-13 0.13561E-13 I 130.000 Cgas(g/cu.ft) 0.16266E-17 0.34922E-17 0.56000E-17 0.79534E-17 0.10556E-16 0.13412E-16 0.16526E-16 0.19902E-16 0.23545E-16 0.27460E-16 0.31652E-16 0.36127E-16 0.40890E-16 0.45946E-16 0.51301E-16 0.56962E-16 0.62934E-16 0.69223E-16 0.75835E-16 0.82776E-16 0.90052E-16 0.97670E-16 0.10563E-15 0.11395E-15 0.12263E-15 0.13167E-15 0.14108E-15 0.15086E-15 0.16103E-15 0.17158E-15 0.18252E-15 0.19386E-15 0.20559E-15 0.21773E-15 0.23027E-15 0.24322E-15 0.2S658E-15 0.27035E-15 0.28454E-15 0.29914E-15 0.31416E-15 0.32959E-15 0.34543E-15 0.36169E-15 0.37835E-15 0.39542E-15 0.41289E-15 0.43075E-15 0.44901E-15 0.46765E-15 0.48666E-15 0.50603E-15 0.52576E-15 0.54583E-15 0.56623E-15 0.58694E-15 0.60794E-15 0.62923E-15 0.65078E-15 0.67256E-1S 0.69456E-15 0.71675E-15 0.73911E-15 0.76161E-15 0.78421E-15 0.80689E-15 0.82961E-15 0.85233E-15 0.87501E-15 0.89762E-1S 0.14399E-13 O.US62E-13 0.1471 IE-13 0.14843E-13 0.14959E-13 0.15056E-13 0.15133E-13 0.15189E-13 0.15222E-13 0.15231E-13 0.15215E-13 0.15172E-13 0.15099E-13 0.14996E-13 0.14861E-13 0.14692E-13 Cliq(g/cu.ft) 0.17623E-17 0.37835E-17 0.60672E-17 0.86169E-17 0.11437E-16 0.14531E-16 0.1790SE-16 0.21563E-16 0.255106-16 0.29751E-16 0.34293E-16 0.39141E-16 0.44301E-16 0.49779E-16 0.55581E-16 0.61714E-16 0.68184E-16 0.74998E-16 0.82161E-16 0.89682E-16 0.97565E-16 0.10582E-15 0.11445E-15 0.12346E-15 0.13286E-15 0.14265E-15 0.15285E-15 0.16345E-15 0.17446E-15 0.18590E-15 0.19775E-15 0.21003E-15 0.22274E-15 0.23589E-15 0.24948E-15 0.26351E-15 0.27798E-15 0.29291E-15 0.30828E-15 0.32409E-15 0.34036E-15 0.35708E-15 0.37425E-15 0.39186E-15 0.40991E-15 0.42841E-15 0.44733E-15 0.46669E-15 0.48647E-15 0.50666E-15 0.52726E-15 0.54825E-15 0.56962E-15 0.59137E-15 0.61346E-15 0.63590E-15 0.65866E-15 0.68172E-15 0.70507E-15 0.72867E-15 0.75250E-15 0.77655E-15 0.80077E-15 0.82S14E-15 0.84963E-15 0.87420E-15 0.89882E-15 0.92343E-15 0.94801E-15 0.97251E-15 0.38137E-19 0.38570E-19 0.38963E-19 0.39314E-19 0.39620E-19 0.39876E-19 0.40081E-19 0.40229E-19 0.40317E-19 0.40342E-19 0.40298E-19 0.40183E-19 0.39992E-19 0.3971 9E- 19 0.39361E-19 0.38913E-19 CsoUg/9) 0.46675E-23 0.10021E-22 0.16069E-22 0.22823E-22 0.30291E-22 0.38487E-22 0.47423E-22 0.57110E-22 0.67564E-22 0.78799E-22 0.90828E-22 0.10367E-21 0.11733E-21 0.13184E-21 0.14721E-21 0.16346E-21 0.18059E-21 0.19864E-21 0.21761E-21 0.23753E-21 0.25841E-21 0.28027E-21 0.30312E-21 0.32699E-21 0.35189E-21 0.37783E-21 0.40483E-21 0.43291E-21 0.46208E-21 0.49236E-21 0.52376E-21 0.55629E-21 0.58996E-21 0.62478E-21 0.66077E-21 0.69793E-21 0.73627E-21 0.77579E-21 0.81649E-21 0.85839E-21 0.90148E-21 0.94576E-21 0.99122E-21 0.10379E-20 0.108S7E-20 0.11347E-20 0.11848E-20 0.12361E-20 0.12885E-20 0.13419E-20 0.13965E-20 0.14521E-20 0.15087E-20 0.15663E-20 0.16248E-20 0.16842E-20 0.17445E-20 0.18056E-20 0.18674E-20 0.19299E-20 0.19931E-20 0.20568E-20 0.21209E-20 0.21855E-20 0.22503E-20 0.23154E-20 0.23806E-20 0.24458E-20 0.25109E-20 0.25758E-20 TUT 004 2288 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1234 56789 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 0.920116-15 0.94244E-15 0.96454E-15 0.98638E-15 0.100796-14 0.10290E-14 0.10497E-14 0.10699E-14 0.10896E-14 0. 110866-14 0.112686-14 0.114436-14 0.116096-14 0.117666-14 0.119136-14 0.120486-14 0.121706-14 0.122806-14 0.123766-14 0.124566-14 0.125206-14 0.125666-14 0.125936-14 0.126016-14 0.125886-14 0.125526-14 0.124926-14 0.124076-14 0.122956-14 0.121556-14 I 140.000 Cgas(g/cu.ft) 0.145796-18 0.313016-18 0.501946-18 0.712886-18 0.946186-18 0.12022E-17 0.148136-17 0.178396-17 0.211046-17 0.246136-17 0.283716-17 0.323826-17 0.366516-17 0.411836-17 0.459836-17 0.510576-17 0.564096-17 0.620466-17 0.679736-17 0.741946-17 0.807166-17 0.875446-17 0.946836-17 0.102146-16 0.109916-16 0.118026-16 0.126456-16 0.135226-16 0.144346-16 0.153796-16 0.163606-16 0.173766-16 0.184286-16 0.195166-16 0.206406-16 0.218006-16 0.229986-16 0.242326-16 0.255046-16 0.268136-16 0.281596-16 0.295426-16 0.309626-16 0.324196-16 0.339126-16 0.354426-16 0.370086-16 0.386106-16 0.402466-16 0.419166-16 0.436206-16 0.453576-16 0.471256-16 0.48924E-16 0.507526-16 0.526096-16 0.996876-15 0.102116-14 0.104506-14 0.106876-14 0.109206-14 0.111496-14 0.113736-14 0.115926-14 0.118056-14 0.120106-14 0.122086-14 0.123986-14 0.125786-14 0.127486-14 0.129066-14 0.130536-14 0.131866-14 0.133056-14 0.134086-14 0.134956-14 0.135646-14 0.13614E-14 0.136446-14 0.136526-14 0.136386-14 0.135996-14 0.135346-14 0.134426-14 0.133216-14 0.131696-14 Clig(g/cu.ft) 0.157966-18 0.339136-18 0.543816-18 0.772356-18 0.102516-17 0.130256-17 0.160496-17 0.193276-17 0.228656-17 0.266676-17 0.307386-17 0.350836-17 0.397086-17 0.446186-17 0.498196-17 0.553166-17 0.611156-17 0.672226-17 0.736436-17 0.803846-17 0.874506-17 0.948476-17 0.102586-16 0.110666-16 0.119086-16 0.127866-16 0.137006-16 0.146506-16 0.156386-16 0.166626-16 0.177256-16 0.188266-16 0.199656-16 0.211446-16 0.223626-16 0.236196-16 0.249166-16 0.262546-16 0.276326-16 0.290496-16 0.305086-16 0.320066-16 0.335456-16 0.351236-16 0.367416-16 0.383996-16 0.400966-16 0.416316-16 0.436036-16 0.454136-16 0.472S96-16 0.491416-16 0.510576-16 0.53006E-16 0.549866-16 0.569986-16 0.264036-20 0.270446-20 0.276786-20 0.283056-20 0.289226-20 0.295296-20 0.301236-20 0.307026-20 0.312666-20 0.318106-20 0.323356-20 0.32837E-20 0.333146-20 0.337646-20 0.341846-20 0.345716-20 0.349246-20 0.352386-20 0.355126-20 0.357426-20 0.359256-20 0.360586-20 0.361376-20 0.361596-20 0.361216-20 0.360176-20 0.358456-20 0.356016-20 0.352816-20 0.348796-20 Csol<fl/g> 0.418366-24 0.898216-24 0.144036-23 0.204566-23 0.271516-23 0.34497E-23 0.425066-23 0.511896-23 0.605606-23 0.706296-23 0.814126-23 0.929216-23 0.105176-22 0.118176-22 0.131956-22 0.146516-22 0.161876-22 0.178046-22 0.195056-22 0.212906-22 0.231626-22 0.251216-22 0.271706-22 0.293096-22 0.315406-22 0.338666-22 0.362866-22 0.388036-22 0.414186-22 0.441326-22 0.469466-22 0.498616-22 0.528796-22 0.560016-22 0.592266-22 0.625576-22 0.659936-22 0.695366-22 0.731846-22 0.769406-22 0.808026-22 0.847716-22 0.888466-22 0.930276-22 0.973136-22 0.101706-21 0.106206-21 0.110796-21 0.115496-21 0.120286-21 0.125176-21 0.130156-21 0.135236-21 0.14039E-21 0.145646-21 0.150966-21 TUT OO4 2289 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Ti«e: Cell1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 0.54492E-16 0. 564006-16 0.58331E-16 0.60283E-16 0.62255E-16 0.64245E-16 0.66249E-16 0.68265E-16 0.70291E-16 0.72323E-16 0.743606-16 0.76396E-16 0.78430E-16 0.80456E-16 0.82472E-16 0.84473E-16 0.86455E-16 0.88412E-16 0.90341E-16 0.92236E-16 0.94091E-16 0.95901E-16 0.97661E-16 0.99363E-16 0.10100E-15 0.10257E-15 0.10406E-15 0.10546E-15 0.10678E-15 0.10799E-15 0.10909E-15 0.11007E-15 0.11093E-15 0.11164E-15 0.11222E-15 0.11263E-15 0.11288E-15 0.11295E-15 0.112836-15 0.11250E-15 0.11197E-15 0. 111206-15 0.110206-15 0.10895E-15 I 150.000 Cgas(g/cu.ft) 0.13068E-19 0.28056E-19 0.449906-19 0.638976-19 0.84808E-19 0.10775E-18 0.132776-18 0.159896-18 0.18916E-18 0.22062E-18 0.254306-18 0.29025E-18 0.328516-18 0.369136-18 0.412166-18 0.457636-18 0.505616-18 0.556146-18 0.60926E-18 0.66502E-18 0.723486-18 0.784686-18 0.848666-18 0.915496-18 0.985196-18 0.105786-17 0.113346-17 0.121206-17 0.129376-17 0.137856-17 0.146646-17 0.155756-17 0.165176-17 0. 174926-17 0.18500E-17 0.195406-17 0.206146-17 0.217206-17 0.228606-17 0.24033E-17 0.252396-17 0.264796-17 0.590376-16 0.61105E-16 0.63197E-16 0.65312E-16 0.67449E-16 0.69604E-16 0.71775E-16 0.739606-16 0.761556-16 0.783576-16 0.805636-16 0.82770E-16 0.84973E-16 0.87168E-16 0.893526-16 0.91520E-16 0.936676-16 0.957886-16 0.978776-16 0.999306-16 0.101946-15 0.103906-15 0.105816-15 0.107656-15 0.109436-15 0.111136-15 0.112746-15 0.114266-15 0.115686-15 0.116996-15 0.118196-15 0.119256-15 0.120186-15 0.120966-15 0.121586-15 0.122036-15 0.12229E-15 0.12237E-15 0.12224E-15 0.121896-15 0.121316-15 0.120486-15 0.119406-15 0.118046-15 Cliq(g/cu.ft> 0.141586-19 0.303976-19 0.487436-19 0.692286-19 0.918836-19 0.116746-18 0.1438SE-18 0.173236-18 0.20494E-18 0.23902E-18 0.27551E-18 0.314466-18 0.35591E-18 0.39992E-18 0.446546-18 0.495816-18 0.547796-18 0.602536-18 0.660086-18 0.720506-18 0.783836-18 0.85014E-18 0.919466-18 0.99186E-18 0.106746-17 0.11461E-17 0.12280E-17 0.131326-17 0.140166-17 0.149356-17 0.158876-17 0.16874E-17 0.17895E-17 0.18952E-17 0.20043E-17 0.21170E-17 0.223336-17 0.235326-17 0.247676-17 0.26038E-17 0.273456-17 0.28688E-17 0.15637E-21 0.161846-21 0.167386-21 0.172996-21 0.178646-21 0.184356-21 0.190106-21 0.195896-21 0.20170E-21 0.207546-21 0.213386-21 0.219226-21 0.225066-21 0.230876-21 0.236666-21 0. 242406-21 0.248086-21 0.253706-21 0.259246-21 0.264676-21 0.270006-21 0.275196-21 0.280246-21 0.28513E-21 0.289836-21 0.294326-21 0.298606-21 0.302636-21 0.306406-21 0.309876-21 0.313036-21 0.315856-21 0.318306-21 0.320376-21 0.322016-21 0.323206-21 0.323916-21 0.324106-21 0.323766-21 0.322836-21 0.321296-21 0.319106-21 0.31623E-21 0.312636-21 Csol(g/g) 0.374996-25 0.805086-25 0. 129106-24 0.183366-24 0.24336E-24 0.30921E-24 0.380996-24 0.458826-24 0.54281E-24 0.633076-24 0.729716-24 0.832876-24 0.942676-24 0.105926-23 0.118276-23 0.131326-23 0.145096-23 0.15959E-23 0.17483E-23 0.190836-23 0.20761E-23 0.225176-23 0.243536-23 0.262706-23 0.282706-23 0.303556-23 0.325246-23 0.347806-23 0.37124E-23 0.39556E-23 0.42079E-23 0.44692E-23 0.473976-23 0.501956-23 0.530866-23 0.560726-23 0.591526-23 0.623276-23 0.655976-23 0.68963E-23 0.72425E-23 0.75982E-23 TUT 004 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 POLYGON Tine: Cell 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 0.27752E-17 0.29058E-17 0.30397E-17 0.3176K-17 0.33171E-17 0.34607E-17 0.36073E-17 0.37571E-17 0.39098E-17 0.40655E-17 0.422406-17 0.43852E-17 0.45491E-17 0.47155E-17 0.48842E-17 0.50552E-17 0.52283E-17 0.54034E-17 0.55801E-17 0.57584E-17 0.59380E-17 0. 611886-17 0.63003E-17 0.64825E-17 0.66651E-17 0.68476E-17 0.70299E-17 0.72115E-17 0.73922E-17 0.75715E-17 0.77491E-17 0.79246E-17 0.80975E-17 0.82673E-17 0.84336E-17 0.85959E-17 0.87536E-17 0.89061E-17 0.90530E-17 0.91935E-17 0.93270E-17 0.94529E-17 0.95705E-17 0.96790E-17 0.97777E-17 0.98658E-17 0.99425E-17 0.10007E-16 0.10058E-16 0.10095E-16 0.10118E-16 0.10124E-16 0.10113E-16 0.10084E-16 0.10036E-16 0.99675E-17 0.98777E-17 0.97653E-17 1 160.000 Cgas(g/cu.ft) 0.11713E-20 0.25147E-20 0.40326E-20 0.57273E-20 0.76016E-20 0.96583E-20 0.11901E-19 0.14332E-19 0.16955E-19 0.19774E-19 0.22793E-19 0.26015E-19 0.29445E-19 0.33086E-19 0.36943E-19 0.41019E-19 0.45319E-19 0.49848E-19 0.54609E-19 O.S9608E-19 0.64847E-19 0.70333E-19 0. 760686-19 0.82057E-19 0.8830SE-19 0.94815E-19 0. 101596-18 0.108646-18 0.30067E-17 0.31482E-17 0.32932E-17 0.344186-17 0.35939E-17 0.37494E-17 0.390836-17 0.40705E-17 0.423606-17 0.440466-17 0.45763E-17 0.47510E-17 0.49286E-17 0.510886-17 0.52917E-17 0.54770E-17 0.56645E-17 0.58541E-17 0.604566-17 0.62388E-17 0.64334E-17 0.66292E-17 0.68259E-17 0.70233E-17 0.72211E-17 0.741896-17 0.76163E-17 0.78131E-17 0.800896-17 0.82032E-17 0.83956E-17 0.85857E-17 0.87730E-17 0.89570E-17 0.91372E-17 0.93130E-17 0.94838E-17 0.96491E-17 0.98082E-17 0.996046-17 0.101056-16 0.102426-16 0.103696-16 0.104876-16 0.105936-16 0.106896-16 0.10772E-16 0.108426-16 0.108976-16 0.109386-16 0.109626-16 0.109686-16 0.109566-16 0.109256-16 0.108736-16 0.107996-16 0.107026-16 0.10580E-16 Cliq<g/cu.ft) 0.126906-20 0.27245E-20 0.436906-20 0.62051E-20 0.823S7E-20 0.104646-19 0.128936-19 0.15527E-19 0.183706-19 0.214246-19 0.2469SE-19 0.281866-19 0.319016-19 0.35846E-19 0.400246-19 0.444416-19 0.491006-19 0.540066-19 0.591656-19 0.645806-19 0.70257E-19 0.762006-19 0.824146-19 0. 889036-19 0.95672E-19 0. 102736-18 0.110076-18 0.11770E-18 0.79635E-23 0.83382E-23 0.87224E-23 0.91159E-23 0.95187E-23 0.993066-23 0.103516-22 0.107816-22 0.112196-22 0.116666-22 0.121216-22 0.12S84E-22 0.13054E-22 0.135316-22 0.140156-22 0.14506E-22 0. 150036-22 0.155056-22 0.160126-22 0.165246-22 0.170396-22 0.175586-22 0.180796-22 0.186026-22 0.191266-22 0.196496-22 0.201726-22 0.206946-22 0.212126-22 0.217276-22 0.222366-22 0.227406-22 0.232366-22 0.237236-22 0.242016-22 0.246666-22 0.251196-22 0.255566-22 0.259786-22 0.263816-22 0.267646-22 0.271266-22 0.274636-22 0.27774E-22 0.280586-22 0.283106-22 0.285306-22 0.287156-22 0.288626-22 0.289696-22 0.290336-22 0.290506-22 0.290196-22 0.289366-22 0.287986-22 0.286026-22 0.283446-22 0. 280226-22 CsoKg/9) 0.336116-26 0.721626-26 0.115726-25 0.164356-25 0.218136-25 0.277156-25 0.341496-25 0.411266-25 0.486536-25 0.567436-25 0.654066-25 0.746526-25 0.844946-25 0.949426-25 0.106016-24 0.117716-24 0.130056-24 0.14304E-24 0.156706-24 0.171056-24 0.186086-24 0.201826-24 0.218286-24 0.235476-24 0.253406-24 0.272086-24 0.29152E-24 0.311746-24 TUT O04 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.115966-18 0.12356E-18 0.131446-18 0.13960E-18 0.14805E-18 0.15679E-18 0.16582E-18 0.17514E-18 0.18476E-18 0.19468E-18 0.204906-18 0.21541E-18 0.22623E-18 0.23734E-18 0.24875E-18 0.26045E-18 0.27245E-18 0.28474E-18 0.29732E-18 0.31019E-18 0.32334E-18 0.33676E-18 0.35045E-18 0.36440E-18 0. 378606-18 0.39306E-18 0.40774E-18 0.42266E-18 0.43779E-18 0.4531 IE- 18 0.46863E-18 0.48432E-18 0.50016E-18 0.51614E-18 0.53224E-18 0.54844E-18 0.56472E-18 0.58105E-18 0.59741E-18 0.61377E-18 0.63010E-18 0.64639E-18 0.662S8E-18 0.67866E-18 0.69458E-18 0.71 0306-18 0.72580E-18 0.74102E-18 0.75593E-18 0.77047E-18 0.78460E-18 0.79828E-18 0.81144E-18 0.824046-18 0.83601E-18 0.84729E-18 0.85783E-18 0.86756E-18 0.87640E-18 0.884306-18 0.891176-18 0.896956-18 0.901546-18 0.904876-18 0.906866-18 0.907416-18 0.906446-18 0.903856-18 0.899546-18 0.89341E-18 0.885366-18 0.875296-18 0.125636-18 0.133876-18 0.142406-18 0.151256-18 0.160406-18 0.169876-18 0.179656-18 0.189766-18 0.200186-18 0.210926-18 0.221996-18 0.233386-18 0.245106-18 0.257146-18 0.269506-18 0.282186-18 0.295186-18 0.308506-18 0.322136-18 0.336076-18 0.350316-18 0.3648SE-18 0.379686-18 0.39480E-18 0.41019E-18 0.42585E-18 0.441766-18 0.457926-18 0.47431E-18 0.490916-18 0.507726-18 0.524726-18 0.541886-18 0.559206-18 0.576646-18 0.594196-18 0.611836-18 0.629526-18 0.647246-18 0.664976-18 0.68267E-18 0.700316-18 0.717866-18 0.735276-18 0.752526-18 0.769566-18 0.78635E-18 0.80284E-18 0.81899E-18 0.834756-18 0.850066-18 0.864876-18 0.879136-18 0.892786-18 0.905756-18 0.917986-18 0.929396-18 0.93993E-18 0.94952E-18 0.95807E-18 0.965526-18 0.971776-18 0.976756-18 0.980366-18 0.982516-18 0.983116-18 0.982066-18 0.979256-18 0.974586-18 0.96794E-18 0.959226-18 0.948306-18 0.332756-24 0.354556-24 0.377166-24 0.400596-24 0.424836-24 0.44991E-24 0.475836-24 0.502586-24 0.530196-24 0.55865E-24 0.587966-24 0.618136-24 0.649166-24 0.681056-24 0.713796-24 0.747386-24 0.781816-24 0.817086-24 0.853186-24 0.890106-24 0.927826-24 0.966346-24 0.100566-23 0.104576-23 0.108646-23 0.112796-23 0.117006-23 0.121286-23 0.125626-23 0.130026-23 0.134476-23 0.138986-23 0.143526-23 0.148116-23 0.152736-23 0.157386-23 0.162056-23 0.16673E-23 0.17143E-23 0.176126-23 0.180816-23 0.18548E-23 0.19013E-23 0.19474E-23 0.19931E-23 0.203826-23 0.208276-23 0.212646-23 0.216926-23 0.22109E-23 0.22515E-23 0.229076-23 0.23285E-23 0.236466-23 0.239906-23 0.243136-23 0.246166-23 0.248956-23 0.251496-23 0.253756-23 0.255736-23 0.257386-23 0.258706-23 0.259666-23 0.260236-23 0.260396-23 0.26011E-23 0.25936E-23 0.25813E-23 0.256376-23 0.254066-23 0.251176-23 POLYGON I Tine: 170.000 Cell 1 23 4 5 67 8 9 10 11 12 13 14 Cgas(g/cu.ft) 0.10499E-21 0.225406-21 0.361456-21 0.513356-21 0.681356-21 0.865706-21 0.106676-20 0.128466-20 0.151976-20 0.177246-20 0.204306-20 0.23318E-20 0.263926-20 0.296566-20 Cliq(9/cu.ft) 0.11375E-21 0.24421E-21 0.391606-21 0.556186-21 0.738196-21 0.937926-21 0.115576-20 0.13918E-20 0.164656-20 0.192036-20 0.221346-20 0.25264E-20 0.285946-20 0.321306-20 Csol(g/g) 0.301266-27 0.646806-27 0.103726-26 0.147316-26 0.195526-26 0.248426-26 0.306096-26 0.368626-26 0.436096-26 0.508616-26 0.586256-26 0.66913E-26 0.757346-26 0.850996-26 TUT 004 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 0.331 13E-20 0.36766E-20 0.40621E-20 0.44680E-20 0.489486-20 0.53428E-20 0.58124E-20 0.63041E-20 0.68182E-20 0.73550E-20 0. 791506-20 0.84985E-20 0.91060E-20 0.97376E-20 0.10394E-19 0.11075E-19 0.11781E-19 0.12513E-19 0.132706-19 0.14053E-19 0.14863E-19 0.156996-19 0.16561E-19 0.174506-19 0.18366E-19 0.193086-19 0.202776-19 0.212736-19 0.22296E-19 0.233456-19 0.244216-19 0.25522E-19 0.26650E-19 0.278036-19 0.289816-19 0.301846-19 0.314116-19 0.326626-19 0.33935E-19 0.352316-19 0.36547E-19 0.37884E-19 0.39240E-19 0.406146-19 0.420046-19 0.434106-19 0.448316-19 0.46263E-19 0.477066-19 0.49158E-19 0.506176-19 0.520816-19 0.53547E-19 0. 550146-19 0.56478E-19 0.57937E-19 0.59389E-19 0.608306-19 0.62257E-19 0.63666E-19 0.6S055E-19 0.664206-19 0.67756E-19 0.690596-19 0.703266-19 0.71552E-19 0.72731E-19 0.738606-19 0.74933E-19 0.75945E-19 0.768906-19 0.77761E-19 0.78S54E-19 0.792626-19 0.79878E-19 0.803966-19 0.808076-19 0.811066-19 0.812846-19 0.813346-19 0.812466-19 0.810146-19 0.806286-19 0.800796-19 0.793576-19 0.78454E-19 0.358756-20 0.398336-20 0.440106-20 0.48407E-20 0.530316-20 0.57885E-20 0.62973E-20 0.683006-20 0.738706-20 0.796866-20 0.857536-20 0.920756-20 0.986566-20 0.105506-19 0.112616-19 0.119996-19 0.127646-19 0.13557E-19 0.14377E-19 0.152266-19 0.161036-19 0.170086-19 0.179436-19 0.189066-19 0.19898E-19 0.209196-19 0.219696-19 0.230486-19 0. 241566-19 0.252926-19 0.264586-19 0.27651E-19 0.288736-19 0.301236-19 0.313996-19 0.327026-19 0.34032E-19 0.35387E-19 0.36766E-19 0.381706-19 0.39596E-19 0.410446-19 0.425136-19 0.440026-19 0.45509E-19 0.470326-19 0.485706-19 0.501226-19 0.516866-19 0.532596-19 0.548406-19 0.564256-19 0.580146-19 0.596036-19 0.611896-19 0.627716-19 0.64343E-19 0.659046-19 0.674506-19 0.689776-19 0.704826-19 0.71960Er19 0.73408E-19 0.748206-19 0.761936-19 0.77521E-19 0.78799E-19 0.800226-19 0.811856-19 0.822816-19 0.833046-19 0.84249E-19 0.851086-19 0.85874E-19 0.86542E-19 0.871036-19 0.875496-19 0.878726-19 0.880656-19 0.881196-19 0.880246-19 0.877736-19 0.873546-19 0.867596-19 0.859776-19 0.849996-19 0.950186-26 0.10550E-25 0.116566-25 0.128216-25 0.140466-25 0.153316-25 0.16679E-25 0.180906-25 0.195656-25 0.211066-25 0.22712E-25 0.24387E-25 0.26130E-25 0.27942E-25 0.29825E-25 0.317806-25 0.338066-25 0.359066-25 0.380796-25 0.40327E-25 0.42649E-25 0.45048E-25 0.47522E-25 0.500736-25 0.527016-25 O.S5405E-25 0.581866-25 0.610446-25 0.639796-25 0.66989E-25 0.700766-25 0.73237E-25 0.76473E-25 0.79782E-25 0.83163E-2S 0.866156-25 0.901366-25 0.93725E-25 0.973796-25 0.101106-24 0.10487E-24 0.108716-24 0.112606-24 0.116546-24 0.120536-24 0.124576-24 0.12864E-24 0.132756-24 0.13689E-24 0.141066-24 0.145256-24 0.149456-24 0.15366E-24 0.15786E-24 0.162076-24 0.166256-24 0.170426-24 0.174556-24 0.178656-24 0.18269E-24 0.18668E-24 0. 190596-24 0.19443E-24 0.198176-24 0.201806-24 0.205326-24 0.208716-24 0.211956-24 0.21502E-24 0.21793E-24 0.22064E-24 0.22314E-24 0.22541E-24 0.227456-24 0.22921E-24 0.230706-24 0.23188E-24 0.23274E-24 0.23325E-24 0.23339E-24 0.23314E-24 0.232476-24 0.23136E-24 0.22979E-24 0.227726-24 0.22513E-24 POLYGON I Ti«e: 180.000 Cell Cgas(g/cu.ft) Cliq(g/cu.ft) Csol(g/g) TUT 004 2293 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 0.94102E-23 0.20203E-22 0.32398E-22 0.46013E-22 0.61071E-22 0.77595E-22 0.95609E-22 0.11514E-21 0.13622E-21 0.15887E-21 0.18312E-21 0.20901E-21 0.23656E-21 0.26581E-21 0.29680E-21 0.3295SE-21 0.36409E-21 0.40048E-21 0.43873E-21 0.47889E-21 0.52098E-21 0.56505E-21 0.61113E-21 0.65925E-21 0.70944E-21 0.76175E-21 0.81619E-21 0.87280E-21 0.93162E-21 0.99266E-21 0.10560E-20 0.11215E-20 0.11894E-20 0.12S96E-20 0.13322E-20 0.14071E-20 0.14844E-20 0.15641E-20 0.16462E-20 0.17306E-20 0.18175E-20 0.19068E-20 0.19984E-20 0.20925E-20 0.21889E-20 0.22876E-20 0.23887E-20 0.24921E-20 0.25977E-20 0.2705SE-20 0.28155E-20 0.29276E-20 0.30417E-20 0.31578E-20 0.32758E-20 0.339S6E-20 0.35172E-20 0.36403E-20 0. 376506-20 0.38910E-20 0.40183E-20 0.41467E-20 0.42760E-20 0.44062E-20 0.45369E-20 0.46681E-20 0.47996E-20 0.49310E-20 0.50623E-20 0.51931E-20 0.53232E-20 0.54523E-20 0.55802E-20 0.57066E-20 0.58311E-20 0.59534E-20 0.60731E-20 0.61900E-20 0.63035E-20 0.64134E-20 0.65191E-20 0.66203E-20 0.67165E-20 0. 68071 E- 20 0.68918E-20 0.69699E-20 0.70410E-20 0.71045E-20 0.71597E-20 0.72061E-20 0.10195E-22 0.21889E-22 0.35101E-22 0.49852E-22 0.66166E-22 0.84068E-22 0.10359E-21 0.12475E-21 0.14758E-21 0.17212E-21 0.19840E-21 0.22644E-21 0.25630E-21 0.28799E-21 0.32156E-21 0.35704E-21 0.39447E-21 0.43389E-21 0.47533E-21 0.51884E-21 0.56445E-21 0.61219E-21 0.66211E-21 0.71425E-21 0.76863E-21 0.82529E-21 0.88428E-21 0.94562E-21 0.10093E-20 0.10755E-20 0.11441E-20 0.12151E-20 0.12887E-20 0.13647E-20 0.14433E-20 0.15245E-20 0.16082E-20 0.16946E-20 0.17835E-20 0.18750E-20 0.19691E-20 0.20658E-20 0.21651E-20 0.22670E-20 0.23715E-20 0.24785E-20 0.25880E-20 0.27000E-20 0.28144E-20 0.29312E-20 0.30504E-20 0.31718E-20 0.32955E-20 0.34213E-20 0.35491E-20 0.36789E-20 0.38106E-20 0.39440E-20 0.40790E-20 0.42156E-20 0.43535E-20 0.44926E-20 0.46327E-20 0.47737E-20 0.49154E-20 0.50576E-20 0.52000E-20 0.53424E-20 0.54846E-20 0.56263E-20 0.57672E-20 0.59072E-20 0.60457E-20 0.61826E-20 0.63175E-20 0.64500E-20 0.65797E-20 0.67063E-20 0.68294E-20 0.69484E-20 0.70630E-20 0.71726E-20 0.72768E-20 0.73750E-20 0.74667E-20 0.75514E-20 0.76284E-20 0.76971E-20 0.77570E-20 0.78072E-20 0.27003E-28 0.57975E-28 0.92967E-28 0.13204E-27 0.17525E-27 0.22266E-27 0.27436E-27 0.33040E-27 0.39088E-27 0.45588E-27 0.52547E-27 0.59976E-27 0.67882E-27 0.76276E-27 0.85167E-27 0.94564E-27 0.10448E-26 0.11492E-26 0.12590E-26 0.13742E-26 0.14950E-26 0.16214E-26 0.17537E-26 0.18917E-26 0.20358E-26 0.21859E-26 0.23421E-26 0.25045E-26 0.26733E-26 0.28485E-26 0.30301E-26 0.32183E-26 0.34131E-26 0.36146E-26 0.38228E-26 0.40378E-26 0.42595E-26 0.44882E-26 0.47237E-26 0.49661E-26 0.521 54E-26 0.5471 5E-26 0.57346E-26 0.60044E-26 0.6281 1E-26 0.65644E-26 0.68545E-26 0.71511E-26 0.74541E-26 0.77635E-26 0.80791E-26 0.84008E-26 0.87283E-26 0.90615E-26 0.94001E-26 0.97439E-26 0.10093E-25 0.10446E-25 0.10804E-25 0.11165E-25 0.11531E-25 0.11899E-25 0.12270E-25 0.12644E-2S 0.13019E-25 0.13395E-25 0.13773E-25 0. 141506-25 0.14526E-25 0.14902E-25 0.1S275E-2S 0.15646E-25 0.16013E-25 0.16375E-2S 0.16732E-25 0.17083E-25 0.17427E-25 0.17762E-25 0.180886-25 0.18403E-25 0.18707E-25 0.18997E-25 0.19273E-25 0.19533E-25 0.19776E-25 0.20001E-25 0.20205E-25 0.20387E-25 0.20545E-25 0.20678E-25 TUT OO4 2294 91 0.724306-20 0.78472E-20 0.20784E-2S 92 0.72697E-20 0.78762E-20 0.20861E-25 93 0.72857E-20 0.78935E-20 0.20907E-25 94 0.72901E-20 0.78983E-20 0.20919E-25 95 0.72823E-20 0.78898E-20 0.20897E-25 96 0.72615E-20 0.78673E-20 0.20S37E-25 97 0.72269E-20 0.78298E-20 0.20738E-25 98 0.71776E-20 0.77764E-20 0.20597E-25 99 0.71130E-20 0.77064E-20 0.20411E-25 100 0.70320E-20 0.76187E-20 0.20179E-25 TUT 004 2295 Appendix C Direct Soil Exposure Preliminary Remediation Goal Calculation KN/1310/WP1310APPA16-2J-94/F1 307pm TUT 004 2296 Appendix C Direct Soil Exposure Preliminary Remediation Goal Calculation The Preliminary Remediation Goal (PRG) for tetrachloroethene (PCE) in soil was developed using a risk-based direct exposure scenario according to U.S. Environmental Protection Agency (EPA) guidance (EPA, 1991). In developing the risk-based PRG, it was assumed that the O'Henry Laundry is classified as a commercial/industrial site. Exposure pathways considered in the PRG included incidental soil ingestion, inhalation of organic compounds volatilized from surface soil, and inhalation of participates suspended in air due to site activities. Dermal contact was not considered because most of the site is paved, and any workers involved in excavating contaminated subsurface soil will have adequate levels of personnel protective equipment Since PCE is a carcinogen, the PRG was developed for a target risk of 10"6 cancer incidence in excess of background. The equation to derive the PRG is as follows (EPA, 1991): C(mg/kg) = __________TR BW AT 365 days/yr___________ EF ED [(SF0 ID"6 kg/mg IRsoil) + (SF{ IR^ [1/VF + 1/PEF])] where: C chemical PRG (mg/kg) TR target risk (10~^) SFj inhalation cancer slope factor (mg/kg-d)"1 (2.0 x 10"3) SF0 oral cancer slope factor (mg/kg-d)"1 (5.2 x 10"2) BW adult body weight (kg) (70) AT averaging time (yr) (70) EF exposure frequency (days/yr) (250) ED exposure duration (yr) (25) soil ingestion rate (mg/d) (50) workday inhalation rate (m3/d) (20) VF soil-to-air volatilization factor (m3/kg) PEF paniculate emission factor (m3/kg) (4.63 x 109) KN/1310/WP1310APPAJ6-28-94/F1 3O7pm C-l TUT 004 where: 0.14 a T)1/2 (2 Dei E K^ 10-3kg/g) LS length of side of contaminated area (m) (45) V wind speed in mixing zone (m/s) (2.25) DH diffusion height (m) (2) A area of contamination (cm2) (20,250,000) Dei effective diffusivity (cm2/s) (D; E °'33) E true soil porosity (unitless) 0.35 K^ soU/air partition coefficient (g soil/cm3 air) = (H/Kj) 41 ps true soil density or paniculate density (g/cm3) (2.65) T exposure interval (s) (7.9 x 108) Dj molecular diffusivity (cm2/s) (tetrachloroethylene: 0.08) H Henry's law constant (atm-m3/mol) (tetrachloroethylene: 2.87 x 10"2) K,j soil-water partition coefficient (cm3/g), chemical specific or K^. OC organic carbon partition coefficient (cm3/g) = 0.63 K ow (Mills, et al., 1985) octanol water partition coefficient (unitless) (tetrachloroethylene: 338.84, EPA, WERL Database, Cincinnati.OH) OC organic carbon content of soil (fraction), site specific, or 0.02 a(cm2/s)= Site-specific values were used for the parameters wherever applicable; otherwise, default values approved by EPA were used in the calculation. KN/1310/WP1310-AF1W-28-94/F1 SiOTpn C-2 TUT 004 2298 References Mills, W. B., et al., 1985, "Water Quality Assessment: A Screening Procedure for Toxic and Conventional Pollutants in Surface and Groundwater, Revised 1985, Parts 1 and 2," EPA/600/6-85/002, EPA, Office of Research and Development, Environmental Research Laboratory, Athens, GA. U.S. Environmental Protection Agency (EPA), 1991, Human Health Evaluation Manual, Part B: Development of Risk-Based Preliminary Remediation Goals, OSWER Directive 9285.7-01B. KN/131WWP1310jU»Py06.28-94/Fl SOTpcn C-3 TUT OO4 2299 APPENDIX D EPA COMMENTS ON DRAFT WORK PLAN WITH RESPONSES KN/l 310/WP1310.APPAK-29-94/F2 11:3Sim B-9 TUT OO4 Responses to EPA Comments on the Draft Work Plan for Evaluation and Interim Remediation of Soils, O'Henry Laundry, Tutu, St. Thomas, USVI General Comments Comment 1: Response: Comment 2: Response: Cleanup levels will be driven by the VLEACH modeling results rather than by direct soil exposure risk-based calculations, because more strin- gent cleanup levels will be necessary to assure groundwater protection than to assure human health from soil exposure. However, IT has not provided sufficient supporting evidence for some of the assumptions they elected to use in the model. In particular, documentation for the pre- sumed thickness of the vadose zone (depth to water) must be provided. If the distance from the PCE soil source to water is less than the 20 feet assumed in the model, lower cleanup levels than 328 ppm may be needed to result in concentrations below the federal drinking water standard of 5 parts per billion at the water table. This in turn would result in a larger soil volume to be excavated. Appendix V (VLEACH Modeling) will be augmented to provide additional supporting documentation. Please refer to Specific Comments 2 and 8. We acknowledge that if the actual vadoze zone thickness is less than 20 feet modeled using VLEACH, this will tend to drive cleanup levels to concentra- tions less than 328 ppb. However, the work plan has been designed so that soils will be removed to concentrations much less than this value (see Section 3.1), which could result in excavation of soil volumes greater than estimated in the draft work plan. The total soil volume will be revised to 1,575 ft3 in the work plan (refer to Specific Comment 1, below). However, not all of this volume may contain detectable levels of PCE. Only soil with detectable PCE will be excavated and stored Soil which does not contain detectable levels of PCE will be backfilled. Please note that all data collected by IT and previous contractors (with the exception of work performed as part of the site-wide RI) was transmitted to the EPA on February 22, 1994. The plan admits that excavation may be limited by safety considerations or physical limitations imposed by buildings, not just PCE concentra- tions. No information is provided concerning structural support of the excavation by way of sheeting, bracing, or some other method. As the excavation is immediately adjacent to the laundry facility and the soil is sandy clay loam, acceptable engineering practice and OSHA require- ments for open excavations must be followed. This comment is addressed below. Please refer to Specific Comments 3 and 4. KN/1310/WP1310.C&R06-28-94/H) ll:33«m TUT OO4 23O1 Comment 3: Based on the PCE concentrations in soils reported for boring SS1, the area of excavation probably needs to extend south of the boundary shown in Figure 3-1. As shown, the perimeter of the excavation coincides with boring SS1. Response: Figure 3-1 will be revised to show the assumed perimeter of the excavation extending to the south of boring SS1. Specific Comments Comment 1: Section 1.1 - Scope and Objectives, Page 1-1, 1st Paragraph - The 100 ft3 volume of soil that is estimated for removal does not match the volume implied on Figure 3-1 - Soil Excavation and Storage Locations. Based on the area shown on this figure and the approximate 7-foot depth of excavation indicated in Section 3.1 - Soil Excavation and Storage, Page 3- 1, the unit should be cubic yards instead of cubic feet Response: Concur. The volume implied by Section 3.1 and Figure 3-1 is approximately 15 feet by 15 feet by 7 feet or 1,575 ft3 (58 cubic yards). This revised volume estimate will be included in Section 1.1, Page 1.1, 1st Paragraph. During excavation soils will be segregated based on the field screening and staged in separate areas. Soils with detectable PCE (and total VOCs) will be classified as dirty. These soils will be containerized and stored for future treatment and/or disposal. Soils which do not have detectable PCE (and total VOCs) will be classified as clean. These soils will be used as backfill for the excavation once all PCE contaminated soils have been removed from the interim remediation area. Comment 2: Section 1.2 - Background, Page 1-1 - In order to adequately evaluate this interim remedy work plan, boring logs for the soil borings (especially SS1) should be included in this work plan to portray soil conditions, groundwater levels, and contamination locations. Response: Section 1.2, Page 1-1 will be revised to include a reference to Appendix B. A cross section of the O'Henry site will be included in Appendix B. Refer also to Specific Comment 8. Comment 3: Section 3.1 - Soil Excavation and Storage, Page 3-1, 1st Paragraph - See General Comment 2. Response: A Health and Safety Plan for the soil excavation will be developed and included as an appendix to the work plan. OSHA compliance will be ad- dressed in the Health and Safety Plan. The text of the work plan (Section 3.1, Page 3-1, 1st Paragraph) will be amended to include a statement that the excavation work will be conducted according to OSHA requirements. Also, excavation will be performed according to accepted engineering practices to ensure that the structural integrity of the laundry is not compromised. This KN/1310/WP1310.CAR/06-2S-94/PO 1133am TUT 004 2302 will be done without sheet pilings or other structural support for the building and excavation. Costs of these measures have been evaluated and were found to be prohibitive. Therefore, the dimensions of the excavation will be limited according to OSHA and engineering standards in such a way that structural supports will not be needed. This may result in inability to remove contami- nated soil in the immediate vicinity of the foundation. This will be addressed by sampling and analysis of soils near the foundation to be conducted during the removal action. The results will be submitted to the EPA and evaluated to determine whether an in situ remedy is necessary. Samples will be collected for on-site VOC analysis and for VOC analysis (CLP method) at a fixed based laboratory. Comment 4: There is no indication that a Health and Safety Plan will be used during the excavation. Response: A Health and Safety Plan has been developed and incorporated into the work plan as Appendix A. The text of the work plan (Section 1.0 - Introduction, Page 1-1, 1st Paragraph and Section 3.1, Page 3-1, 1st paragraph) has been revised to include the Health and Safety Plan by reference. Comment 5: Section 3.1 - Soil Excavation and Storage, Page 3-1, 3rd Paragraph - As the final remedy and remediation schedule for soil removed from the excavation is undetermined at this time, excavated soils could be con- tained more securely, for example, in roll-off containers. Response: Appropriate containers will be utilized. Comment 6: Section 3.2.2 - Soil Screening Analytical Methods, Page 3-2, 4th and 5th Bullets - As the total number of samples is unknown at this time, the minimum number of analytical duplicates and matrix spikes should be 1 per 20, not a total of 3. [Note - comment refers to Page 3-3, 5th and 6th bullets.] Response: The text as revised by EPA states that analytical duplicates and matrix spikes will be analyzed for 1 in 20 samples and that a minimum of 3 samples will be analyzed as analytical duplicates and matrix spikes. The text will be revised to state this more clearly. Comment 7: Section 3.5 - Investigation-Derived Waste, Page 3-4 - Although the method for storing decon fluids is indicated, the method for collection is not. This should be identified. Response: Section 3.5 of the work plan will be amended to include a description of the decontamination area. A decontamination area will be constructed by lining an appropriate area with 4-millimeter plastic sheeting. Straw bales will be placed around the perimeter of the area (beneath the sheeting) to contain runoff, which will be collected in a shallow sump. The fluids will be KN/1310/WP1310.CAR/06-28-94/FO ll:33*m TUT GO4 23O3 pumped from the sump to 55-gallon DOT-approved drums as described in the work plan. Comment 8: Appendix B, the input printout for the VLEACH model appears to indicate a 20-foot thick vadose zone (0.2-ft/cell X 100 cells) has been modeled. This is probably a reasonable assumption based on the depth to water reported by Geraghty and Miller for upgradient wells in Techni- cal Memorandum IL However, no site-specific information (boring logs or water level elevations) has been provided for the O 'Henry property in this work plan to confirm the accuracy of this assumption. In borings B-ll, B-12, and B-13, installed by Geraghty and Miller, the top of bedrock is inferred at 3.5 ft, 8.4 ft, and 6.4 ft, respectively, so we presume the water table is within bedrock. The geologist's log indicated wet samples at 24 feet during drilling of O'Henry's monitoring well MW- 3. However, EPA has never seen monitoring well elevations or water level measurements for this property. As indicated in General Comment 1, more stringent soil cleanup levels will be necessary if the distance from the PCE source to the water table is less than 20 feet Response: Appendix 8 will be revised to include a cross section and accompanying text The cross section will show geologic conditions, water level measurements for three periods (August 1990, March 1993, and May 1993), and contami- nant concentrations as detected in SS-1. KN/1310/WP1310.C4RW6-28-94/R) ll:33tm TUT O04 2304