I02VI097701 - Former Fort Segarra MMRP - Phase I Remedial Investigation (RI) Report - January 10, 1995

Collection: Federal Reference
Sub-shelf: USACE ContentDM p16021coll7
Kind: Government Report
Island: Water Island
Entity: U.S. Army Corps of Engineers
Date: 1995
Pages: 243
Text: Native Text

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MtA, Inc. 2225 Drake Avenue, Suite 8 Huntsville, Alabama 35805 Remediation of Sites in the U.S. Virgin Islands and Puerto Rico (Contract DACA87^92-D-0147 Delivery Order 0003 SITE CHARACTERIZATION FORMER FORT SEGAMA, U.S.V.I. PHASE I REMEDIAL INVESTIGATION (RD REPORT U.S. Army Engineering Division, Huntsville ATTN: CEHND-CT-D (A. Prince) P.O. Box 1600 Huntsville, Alabama 35807-4301 200.1e I02VI097701 03.10 0001 10 January 1995 5100-003 2225 Drake Avenue, S.W. Suite 8 HontsTllle, Alabama 3580S (205) 883-4451 Commander U.S. Army Engineer Division, Huntsville ATTN: CEHND-CT-D/A. Prince P.O. Box 1600 Huntsville, AL 35807-4301 Subject: Revised Phase I Remedial Investigation (RI) Report, Former Fort Segarra, U.S.V.I. Dear Ms Prince: The enclosed Phase I Remedial Investigation (RI) Report is submitted in accordance with Delivery Order 0003, Contract DACA87-92-D-0147. This report has been revised based on comments received from CEHND using CEHND Form 7. Annotated copies of the completed CEHND Form 7's are also enclosed. This report has also been distributed to other agencies per requirements in the delivery order. Copies of the CEHND Form 7's, however, were not provided to agencies outside of CEHND. Please feel free to contact me or Mike Moran at 883-4451 regarding this submission. Sincerely, MTA, Incj obart B. Noll Corporate Operations Officer encl as TABLE OF CONTENTS 1.0 INTRODUCTION 1 1.1 Objective. 1 12 History 1 2.0 REPORT FORMAT. 1 2.1 Basic Report. 1 12 Maps. 1 13 Reid Log Books. 1 2.4 Video Tapes. 1 3.0 EXPOSURE DATA. 2 3.1 Manhours. 2 32 Vehicle Mileage. 2 33 Flight Data. 2 4.0 OPERATIONS 2 4.1 Flamingo Bay Warehouse and T-anHfill Area. 2 12 Tamarind Tree Bay 2 13 Test Area 4. 2 4.4 Test Area 5 3 4 £ Test Area 6. 3 4.6 Test Area 8. 3 4.7 Sampling, 3 4.8 UXO/OEW Found. 4 5.0 SUPPLIES AND EQUIPMENT 4 6.0 WEATHER ANT) TERRAIN 5 6.1 Weather 5 62 Terrain. 5 7.0 QUALITY CONTROL 5 8.0 SITE SAFETY 5 8.1 Safety Briefing iTailgatei 5 8.1 Safety Training. 5 $2 Safety Moniioring. 5 S3 Personal Protective Equipment (PPE) 5 9.0 IMPACT OF OPERATIONS. 6 9.1 EcologicaL 6 92 EnvironineniaL 6 10.0 SUMMARY & RECOMMENDATIONS. 6 ii 10.1 Summary 102 Recommendations. ANNEX A MAPS ANNEX B SENIOR UXO SUPERVISOR LOG BOOK ANNEX C TEAM 1 LOG BOOK ANNEX D TEAM 2 LOG BOOK ANNEX E SITE SAFETY OFFICER (SSO) LOG BOOK ANNEX F CONTRACTOR'S SCOPE OF WORK (SOW) 6 6 ANNEX G GEOPHYSICAL SWEEP PROCEDURES ill ' • • ! ; SITE CHARACTERIZATION FORMER FORT SEGARRA, U.S.V.I. PHASE I REMEDIAL INVESTIGATION (RI) REPORT 1.0 INTRODUCTION 1.1 Objective. MTA, Inc. of Huntsville, Alabama was awarded Contract DACA87-92-D- 0147, Delivery Order 0003 on 31 March 1993 to perform site characterization and debris removal operations at Former Fort Segarra, Water Island, U.S. Virgin Islands. MTA mobilized on 14 March 1994 and completed all operations on 9 June 1994. Wyle Laboratories of Norco, California was a subcontractor to MTA for work under this delivery order. 13 History. Former Fort Segarra on Water Island was the site of the Toxic Storage Yard of a Department of the Army chemical weapons test program called the San Jose Project from mid 1948 to mid 1950. This site was also the location of testing of persistent and lethal chemical agents during this time. The project moved to Dugway Proving Grounds, Utah in late 1950 and all operations ceased at Former Fort Segarra. There is only one post 1950 recorded event which related to the test program on Water Island. In 1966 during construction of a warehouse on Water Island near Flamingo Bay, two bombs were uncovered. These were identified as M70 and M78 type bombs and were vented by a U.S. Navy Explosive Ordnance Detachment with no documented release of agent, although eye witness accounts and military records differ. 2.0 REPORT FORMAT. 2.1 Basic Report. The Basic Report consists of those items shown in the Table of Contents. 22 Maps. Reduced copies of maps for Test Area 5 (TA5), Test Area 4-2 (TA4-2), and Flamingo Bay Warehouse and Landfill area (FB-1, FB-2, and FB-3; one map) are included in this report. These are copies of the latest maps submitted to the Anomaly Review Board (ARB). Reproducible copies of full size maps are provided to the ARB as needed in the course of review. 23 Field Log Books. Copies of the Senior UXO Supervisor, Team Supervisors and Site Safety Officer (SSO) field log books are included in annexes to this document (see Table of Contents). Original log books were submitted with earlier reports, per the contractor's scope of work. 2.4 Video Tapes. Two video tapes were submitted to U.S. Army Engineer Division, Huntsville (CEHND-PM-OT) with the draft final report. 3.0 EXPOSURE DATA. 3.1 Manhours. Total number of man-hours worked on site: 6,501.5. 32 Vehicle Mileage. Total motor vehicle mileage: 2,458. 33 Flight Data. No flight operations were conducted during this project. 4.0 OPERATIONS 4.1 Flamingo Bay Warehouse and Landfill Area. MTA investigated this area in the latter stages of this investigation because of heavy debris and vegetation. MTA personnel discovered a vented 1 ton container in the FB-2 area which appeared to be from the San Jose Project. In addition, a local worker told the U.S. Army Corps of Engineers site representative that he was present during the demobilization of the San Jose Project at Flamingo Bay in 1950 and saw where projectiles were buried in what is now a linear depression which looks like a covered ditch. The Technical Escort Unit took a soil sample from the 1 ton container. As of this writing (8 July 1994), the U.S. Army Engineer Division, Huntsville has not received a report of the results of this soil sample. The 1 ton container remains on site in FB-2 pending disposition directives from the U.S. Army Corps of Engineers, Huntsville Division. Magnetometer sweeps of FB-2 gave almost a continuous "ring off1 which indicates a large number of anomalies in this area of Flamingo Bay warehouse and Landfill Area. MTA also found what appeared to be numerous buried automobiles which earlier investigation reported were used as fill for the extension of the shoreline in the 1960's. No further investigation is anticipated or recommended for this area. Magnetometer sweeps of FB-1 and FB-3 indicated a few anomalies but appeared to be random metal objects and gave no indication of buried UXO or UXO related material. MTA does not recommend intrusive investigation in FB-1 or FB-3 for this reason. 42 Tamarind Tree Bay. Surface investigation of Tamarind Tree Bay indicated no suspected buried UXO or UXO materials. The brown unvegetated area near the beach is probably the beginnings of a salt marsh according to Corps of Engineers and local resident opinion. No OEW or OEW related scrap was found in this area. MTA does not recommend additional investigation of Tamarind Tree Bay. 43 Test Area 4. MTA conducted a surface investigation of Test Area 4-1 located between the dirt road and the shore line. Test Area 4-1 was relatively clear of debris and heavy vegetation. Magnetometer sweeps indicated some anomalies but did not give indications of any buried UXO or UXO related materials. MTA does not recommend intrusive investigation in Test Area 4-1. MTA had to clear the heavy debris and 78 junk vehicles in Test Area 4-2 before any surface investigation could continue. The debris and 78 junk vehicles were transported off of Water '• t. Island and disposed of at the St. Thomas public landfill after coordination with St. Thomas authorities. MTA drained and segregated the automotive fluids and junk batteries. MTA will dispose of these automotive fluids and junk batteries in accordance with U.S. Army Engineer Division, Huntsville directives. Local hazardous waste disposal service companies do not exist in the U.S. Virgin Islands. Consequently MTA had to contact such companies on Puerto Rice and most were not responsive to MTA's request for cost proposals to dispose of the automotive fluids and junk batteries. Only Crowley Environmental Services responded with a partial unit price quotation which indicated that the cost of disposing of these wastes will be significant. At the direction of the U.S. Army Corps of Engineers site representative, MTA has stored these wastes temporarily at Test Area 4-2 with suitable protection from the elements. (Note: since submission of the draft report, MTA has subcontracted with Vanguard Environmental Services for disposal of the material. Action is ongoing as of this submission). The surface investigation of Test Area 4-2 indicated large number of anomalies of a suspicious nature which could be buried UXO or UXO materials. In addition, MTA found an 8 foot diameter circular area in TA 4-2 which was sunken and had no vegetation growing in it. This was most unusual since the surrounding area was covered with thick tropic vegetation. Magnetometer readings indicated almost a continuous response in the circular area. No OEW or OEW related scrap was found in the area. MTA recommends intrusive sampling of the area (per findings of the ARB), and specific intrusive investigation of the circular depression area in Phase II. 4.4 Test Area 5. MTA had to remove substantial heavy tropic vegetation and consolidate approximately 90 cubic yards of household debris at the concrete structure before any substantive surface investigation could be accomplished. The surface sweeps indicated a large number of anomalies, a subset of which may be classified as suspect buried UXO or UXO material. While there is less probability of finding buried UXO or UXO materials in Test Area 5 than in Test Area 4-2 or Test Area 4-2 Circle, MTA recommends conducting intrusive investigation in Test Area 5 because of the anomalies found and the history of the use of TA-5 for testing during the San Jose Project. No OEW or OEW related scrap was found in the area. MTA recommends intrusive sampling of the area (per findings of the ARB) 4.5 Test Area 6. MTA conducted a surface investigation of Test Area 6 and found no anomalies which would indicate buried UXO or UXO material. No OEW or OEW related scrap was found in this area. MTA does not recommend Test Area 6 for intrusive investigation. 4.6 Test Area 8. MTA conducted a thorough surface investigation of Test Area 8 and found no suspect anomalies. No OEW or OEW related scrap was found in this area. MTA does not recommend intrusive investigation of Test Area 8. 4.7 Sampling. MTA conducted 9 sampling operations in accordance with the sampling plan. According to recent feedback from the U.S. Army Engineer Division Safety Office, all 9 samples were properly transmitted through the chain of custody records and had no indication of Chemical Warfare Material (CWM) contamination. The TEU sampled the soil in the 1 ton container at FB-2. All samples sent off site for analysis produced negative results. 4.8 UXO/OEW Found. The only UXO or UXO related item found during the project was the 1 ton container in FB-2. Container was examined and sampled. Container presented no explosive or CWM hazards. 5.0 SUPPLIES AND EQUIPMENT MTA used the following major equipment during this project: 6 Schonstedt Magnetometers 1 Front End Loader 1 Fork Lift, Rough Terrain 1 Stake Bed Truck, 1/2 ton 2 Suzuki 4 x 4 light trucks 4 Homelite Brush Cutters 8 Motorola Radios MT1000 1 Camera Recorder, VCR 1 Camera 35mm 1 Photo Ionization Detector 2 Gas powered brush trimmers Various watercraft for personnel, cargo, debris, and emergency transport Multiple 20 cubic yard dumpsters Common hand tools Various respirators and personal protective equipment. Various expendable supplies (paper, pencils, tape, plastic bags, etc). 6.0 WEATHER AND TERRAIN 6.1 Weather. The weather was not a significant factor in the execution of the work under this delivery order. However, during the month of May, the temperature in the afternoon at the work sites FB-2 and TA 4-2 did curtail some late afternoon work. UXO Supervisors were especially vigilant in observing their work crews and prevented many heat related injuries by insisting on frequent rest and water breaks. The location of many of the works sites was sheltered from the prevailing winds in the afternoon. 6.2 Terrain. The terrain of Water Island is characterized by a rocky shoreline except for a few beach and landings suitable for small watercraft. The island runs northeast to southwest with a ridge line down the middle of the island. The work sites were generally flat except for Test Area 6 which had a rough surface bisected by a cut. 7.0 QUALITY CONTROL MTA implemented the Quality Control Plan which included careful verification of all temporary monuments, location of sample points and anomalies. The MTA Quality Control Specialist worked closely with MTA supervisors and the Corps of Engineers representatives to ensure the accuracy of all findings. Quality Control documentation is contained in the SSO log book. 8.0 SITE SAFETY MTA implemented the site safety plan and rigorously enforced the requirements of that plan. Every worker read and understood the safety plan and supported it throughout the work on Water Island. 8.1 Safety Briefing (Tailgate). MTA conducted a daily tailgate safety briefing to emphasize specific safety challenges for the day and to gather feedback from the crews about current safety procedures. These daily safety meetings are documented in the appropriate log books. 8.1 Safety Training. MTA conducted safety training on every piece of equipment used on the job. MTA made a special point of emphasizing the need for care while working in the proximity of heavy equipment. 8.2 Safety Monitoring. The Technical Escort Unit provided continuous monitoring of all operations during the work on Water Island. In addition, MTA provided a Photo Ionization Detector (PID) while conducting the surface investigation in Test Area 4-2. 83 Personal Protective Equipment (PPE). MTA provided all the appropriate PPE to the work force on this project to include respirators with the proper canisters, safety goggles, hard hats, gloves, steel toe shoes, long sleeve work shirts and long trousers. In addition, MTA provided 5 minute escape bottles for the crew for rapid evacuation from the work site. 9.0 IMPACT OF OPERATIONS. 9.1 Ecological. No significant ecological impacts resulted from operations conducted in this phase of the investigation. 92 Environmental. Test Area 4-2 was significantly improved during the operation via removal of car bodies and associated debris. Test Area 5 and Flamingo Bay area 2 were also improved by removal and/or internal movement of debris and materials. 10.0 SUMMARY & RECOMMENDATIONS. 10.1 Summary. Site Characterization actions and results during this phase provided no basis for further investigation of TA6, TA8 or Tamarind Tree Bay. Results from activities in TA4-2, TA5 and FB-2 indicated need for further investigation, of which sampling of anomalies appeared to be the most appropriate means. The circular depression in Test Area 4-2 and the suspected pit in Flamingo Bay Area 2 warrant specific intrusive investigation. 10.2 Recommendations. a. Recommend intrusive investigation of the circular depression in Test Area 4-2 and the suspect pit area near the discovered 1-ton container in FB-2. In addition, approximately 10% of the anomalies, hot grids and hot areas in FB-2, TA4-2 and TA5 should be intrusively sampled in order to support future decisions regarding the effects of military activities on Water Island. b. MTA recommends that subsequent activities be supported with on-site facsimile, copying and automation capabilities. These capabilities would greatly improve communications, recording of information among key organizations and to facilitate contact with local suppliers and subcontractors. ANNEX A MAPS E 1.1S7.3I0 | N U1.K» I 1,H7.»OO NOTE: Circled "S" numbers represent recommended sampling locations for Phase II of the Site Characterization. These are under review of the ARB as of 28 December 1994. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 |N (31.100 E i.itT.liO E 1.HT.M0 mta, inc. 12 CM 1»94 APPROVED I T : M. Mor«n J. Thomai DACA87-92-D-0147, D.O. 003/D.O.003 FORMER FORT SEGARRA, WATER ISLAND, U.S.V.I DWO. NO. FLAMINGO BAY-2 I N 01.850 E 1.187.850 1 N 83.650 E 1.108.400 \ \ V 1 1. |2 3 4 5 6 7 8\ 9i 10 11 12 13 14 15 16 17^18 19 20 SUSPECT CIRCULAR | DEPRESSION! WATER VALVE OUTLETS NOTE: Circled "S" numbers represent recommendc ' sampling locations for Phase il of the Site Characterization. These are under review of the ARB as of 28 December 1994. mta, inc. 1": ~ SO' APPROVED BY: M. Moran J. Thomas DACA87-92-D-0147, D.O. 003/D.0.003 FORMER FORT SEGARRA, WATER ISLAND, U.S.V.I owe. NO. TEST AREA 4-2 > N 631.200 E 1,108.400 1 N 831.850 E 1.188.650 > \ \V + + . E 1.188.550 " ' \ r ^ ^ ^ ^ GRID F \ ! M R MOT.AREA r - - . \ ">° &.\ \ HOTARE/j \ ~ ^ \ HOT AREA V. \ ME HOT ARtA ^ • • . ' ' - - < i. X vM(*T AflEA ' M4 \ Y \ 4- GRID G \ v HOT GRID \ \ X J\^^VMV " ^ \ \ HOT AREA \ ' ~>-\ ^ ^ GRID D « ^ ^ TRASH AH6A ^ / V - " / s A -~^^~WT»IE<—-— P\ GRIDB M \ \ *• ~~—-^t^^^ \ \ M 2 HOT AREA y \ \ / \ \ GRID A HOJ^ / \ HOTtoEA \ _ _ _ _ / _J_ MU GRID H \ H°T GR/D \ M8 GR/DE H0T GR/D GRID C / ^ T GRID / Mo / / 4- / N 831.450 / , E 1.188.000 J J _1_ _ . 4 E 1.180.000 I SCALE: 0»T£: 1 2 ——— 1 - ORIGINAL PLANNED AREA OF GRID BOUNDARIES - HOT AREA BOUNDARIES : INTEREST MONUMENTS L OTHER FEATURES mta, inc. I'^SO1 Oct 1994 APPROVED »Y: M. Moran DRAWN IY: . _ . J. Thomas «EVI»ED: 29 D«C 1994 DACA87-92-D-0147, D.O. 003/D.O.0O3 FORMER FORT SEGARRA, WATER ISLAND, U.S.V.I DWG. NO. 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CU^,~ Q> h. ^ \p Q fv|G;c,_ QQ_L^pU k,Jl Gfr |QQ. cv gvs ^ ViS'.-l- I Q |H\ ^ r M - W A W f \'<;-V en- T 101 A-Ay%-.^ \ . . tau+or_ -Ve fa - i . -CW.' i 4 5<i i-wtj rw<a-Lo -ic /- TA 4 -«a V e A v bV o^vvck ______Vlu^ _V Vv i.-yy CPC\ _L«-r •j r\,r K • S \ A O « - V P ^ :nV o line ftnc\'?.n^Q-P. 0^6 a Q-P QC _, 11 ^A - Ob p/E- U\ 0-P r 'vg/0° F , ANNEXF CONTRACTOR'S SCOPE OF WORK (SOW) SCOPE OF WORK SITE CHARACTERIZATION AND DEBRIS REMOVAL FORMER FORT SEGARRA, U.S.V.I. 23 March 1993 1.0 BACKGROUND AND GENERAL STATEMENT OF WORK: The work required under this Scope of Work (SOW) falls under the Defense Environ- mental Restoration Program (DERP). Explosive ordnance contami- nation by past Department of Defense (DOD) activities exists on property that was formerly owned by DOD. 1.1 Ordnance and Explosive Waste (OEW) is a safety haiard and constitutes an imminent and substantial endangerment to site personnel and the local populace. During this site characteri- zation, it is the Government's intent that the contractor should not encounter OEW but will be prepared to deal with OEW if found. 1.2 This site is a suspected Chemical Warfare Materiel (CWM) site. If the contractor encounters suspected Chemical Surety Materiel (CSM) during work, the contractor will withdraw from the immediate work area and notify the on-site Corps of Engineers, Huntsville Division (CEHND) coordinator who will in turn contact the Technical Escort Unit (TEU). The contractor shall be responsible for the security of the item until relieved by military authority. Once the CSM item is recovered by th« military, the contractor shall be directed to continue characterization operation, suspend operations until further notice, or begin demobilization dependent upon the direction of the CEHND on-site coordinator. 1.3 GENERAL DESCRIPTION. 1.3.1 The U.S. Army Chemical Corps moved its San Jose Project (tropical test site) from the Island of San Jose, Panama to St. Thomas, U.S.V.I., in 1948 and occupied the facilities there until 1950 when operations were moved to Dugway Proving Ground, UT. Chemical testing was accomplished at Water Island, U.S.V.I. 1.3.1.1 Test areas were located on Water Island. Water Island was also the site of the Toxic Storage Yard. 1.3.1.2 During construction excavation in 1966 on Water Island, two or more bombs identified as M70 and M78 were unearthed. Standard M70 is filled with H and the standard M78 can be filled with either Phosgene (CG), Cyanogen Chlorida (CK), or Hydrogen Cyanide (AC). supposedly, the recovered bombs were vented with no release of agent. Eye witness accounts and military records differ. The bombs may have been empty. 1.3.1.3 Water Island consists of approximately 500 DACA87-92-D-0147 0003/01 8 acres. It is owned by the U.S. Interior Department and leased to Water Island, Inc. Water Island has been further subleased to individuals who have built homes and improved the property. 1.3.2 The following ammunition items have been involved -n tests conducted at Fort Segarra: 125 lb. Chemical Bombs filled with Hf HD, or GA 4.2" Mortars, filled with GA or GB Bomb, particulate, 4 lb.,m El. CK Bombs and Ton containers M70 Bombs filled with HD or GA M33A1 Spray Tank filled with GA E45 Chemical Bomb filled with GA E23 smoke pot, filled with GA, GBf HD, HT, HN3, and HQ. German DC 250 III 3r Bombs filled with GA. Records indicate that E46 Bombs (modified 115 lb. M70) GA or GB filled and E52 Bombs (modified T3E1 125 lb.) GA or GB filled were removed from St. Thomas when the San Jose Project moved. * * 1.3.3 The areas included in this SOW are numbered test areas 1 thru 8. In addition, a scrape yard with hurricane debris which borders and includes part of test areas 4 and 5 is the location the bombs were reported to have been dug up in 1966. This area has recently been fenced by CEHND and will be considered as Operable Unit (OU) 1 under this SOW. Also, +*ve southern end of Tamerind Tree Bay may have been used for disp of solid waste during DOD possession. * 1. 4 DEFINITIONS. 1.4.1 Unexploded explosive ordnance (UXO): An item of explosive ordnance which has failed to function as designed or has been abandoned or discarded and is still capable cf functioning, causing damage to personnel or materiel. UXO constitutes an imminent and substantial endangermenc to site personnel and the local populace. 1.4.2 UXO Specialist: A graduate of the U.S. Naval Explosive ordnance Disposal (EOD) School, Indian Head, MDr with a minimum of 3 years active duty military EOD experience, employed by the contractor. 1.4.3 EOD Specialist: Active duty military qualified graduate of the U.S. Naval Explosive Ordnance Disposal (EOD) School currently serving in a TOE or TDA EOD position. 1.4.4 Chemical Surety Material (CSM): Chemical agents and their associated weapon systems, or storage and shipping containers that are either adopted or being considered for military use. CSM is categorized as follows: DACA87-92-D-0147 0003/01 9 1.4.4.1 Category I: Bulk nerve agents stored in 1-ton containers, neat rounds (nerve and non-nerve), nines, rockets, and bombs, less those items described in categories II, IV, and V, below. 1.4.4.2 Category II: CSM in an approved demilitari- z at ion program or recovered from Army installations or the civilian community. 1.4.4.3 Category III: Binary munitions or inter- mediates with both components uploaded, located together, or mixed. 1.4.4.4 Category 17: Bulk non-nerve agents stored in 1-ton containers, except that approved for demilitari- zation, or RDTE, surveillance or training. 1.4.4.5 Category V: CSM used for authorized ROTE projects, specific surveillance programs, intelligence evaluation or scheduled training programs. 1.4.4.5.1 Category Va: Quantities greater than exempt research, development, test and evaluation (ROTE) dilute solutions but less than or equal to the equivalent of one milliliter (or one gram for solids) of neat chemical agent. 1.4.4.5.2 Category Vb: Quantities greater than one milliliter but less than or equal to one liter of neat chemical agent. 1.4.4.5.3 Category Vc: Quantities greater than one liter of neat chemical agent. 1.4.4.6 Category VI: Industrial chemicals (chlorine, hydrogen and potassium cyanide, carbonyl chloride, cyanogen chloride, chloropicrin) contained in items configured as a weapon. 1.4.5 Chemical Agent: A chemical substance that is intended for use in military operations to kill, seriously injure, or incapacitate a person through its physiological properties. Excluded from consideration are riot control agents, chemical herbicides, smoke, and flame. 1.4.6 Chemical Surety: Those controls, procedures, and actions which contribute to the safety, security, and reliability of CSM, and to the assurance that there will be no chemical events. * * 2.0 OBJECTIVE: Execute all necessary plans that were prepared DACA87-92-D-0147 0003/01 10 under Delivery Order l of this contract as specified in the Tasks listed below. No additional plans have been added. Contractor shall not start any field work until plans have been approved. Assist in conducting public meetings. Perform Hazardous and Toxic Waste (HTW) sampling and movement of non-DOD debris. Perform soil sampling. Clear vegetation from the work site. Perform geophysical mapping of underground anomalies. Perform Quality Control. Prepare and submit reports. # w 3.0 DESCRIPTION OF SERVICES. 3.1 (TASK 1) SITE SPECIFIC, WORK PLAN/SAFETY, HEALTH, AMD EMERGENCY RESPONSE PLAN/CHEMICAL DATA ACQUISITION PLAN AND ADDITIONAL PLANS. The contractor shall obtain Government approval of the Site Specific Work Plan (SSWP), which includes a Safety, Health, and Emergency Response Plan (SHERP), and a Chemical Data Acquisition Plan (CDAP) developed in Delivery Order #1 of this contract. Additional plans developed in Delivery Order #1 which must be approved include the Property Equipment Plan (PEP) , Work Data and Cost Management Plan (WDCMP), Quality Control Plan (QCP) , and the Site Specific Environmental Protection Plan (SSEPP). All plans must be approved prior to beginning any field work at the site. 3.2 (TASK 2) PUBLIC MEETING. 3.2.1 The contractor shall assist in conducting a public meeting in St. Thomas, U.S.V.I., to further inform the public of the purpose of this Delivery order, the procedures to be followed, and the cooperation requested. A written record of ± attendees' questions and answers shall be accomplished and be provided as part of the Removal Report. 3.2.2 The contractor shall propose a methodology to accomplish this task for approval by the CO. 3.2.3 All press releases and media appearances shall be coordinated with and approved by the Public Affairs Office (PAO) , Corps of Engineers Jacksonville District/Antilles Area Office in coordination with the CEHND PAO. 3 . 3 (TASK 3) SAMPLING, ANALYZING, AND RELOCATING NON-DOD DEBRIS. 3.3.1 The contractor shall execute the approved sampling and analysis plan for characterizing potential HTW associated with the non-DOD debris in the Flamingo Bay landfill, test area 4, and test area 5. 3.3.2 The contractor shall adhere to permitting require- ments associated with the non-DOD debris movement and identified as necessary in the approved plan. DACA87-92-D-0147 0003/01 11 3.3.3 In the event where non-DOD generated debris hinders tfc execution of the CWM investigation, the contractor shall move i within the work site as Practicable. If retention on site is nc practical, solid waste must be transported and dsposed of properly Should hazardous or toxic waste posing an immediate threat to tfc environment be encountered when moving this debris, the centractc is required under this scope of work to prepare manifests transport off site, and properly dispose of such waste. 3.4 (TASK 4) SAMPLING AND ANALYSIS OF VEGETATION. 3.4.1 The contractor shall execute the plan prepared during Delivery order #1 to conduct sampling and analysis of soil, it is not anticipated that OEW shall be encountered on the surface, but if OEW is encountered, it shall be dealt with as a component of the investigation. 3.4.1.1 The procedures utilized during this investi- gation shall comply with those covered in CEHND Safety Concepts and Basic Considerations for UXO (encl 1). 3.4.1.2 In the event UXO is encountered, the CO shall be notified, who will in turn request support from the TEH or supporting EOD. The contractor shall secure the UXO pending the arrival of the TEU or EOD Team. Any movement off site of hazardous UXO shall be conducted only by military EOD qualified personnel. 3.4.1.3 If an encountered UXO is suspected of containing a toxic military chemical agent, all operations shall cease and the contractor shall withdraw from the immediate) work area. The UXO site shall also be secured by two UXO personnel, and the CEHND on-site coordinator notified, who will in tarn request TEU supporr. 3.4.4 The contractor shall follow the approved methodology to accomplish this task in the SSWP. 3.5 (TASK 5) VEGETATION CLEARANCE. The contractor shall clear vegetation-from the site to be geophysically mapped.. All brush and vegetation to a size of 3 inches in diameter shall be removed from the site. Brush will be mulched or piled for future mulching at the direction of the CO. Brush shall be cleared from all areas required to perform mapping. The contractor shall . ensure that all environmental requirements for brush clearing, such as endangered plant or animal life is observed. The contractor shall not begin vegetation clearance until approval from the CO has been received. 3.6 (TASK 6) GEOPHYSICAL MAPPING. The contractor shall map all of the areas identified in Tasks 4 and 5 above, using a combined system of magnetometers, metal detectors, ground penetrating radar, non-intrusive soil gas sampling or other DACA87-92-D-O147 0003/01 12 existing maps depicting anomalies in the soil to a depth of 8 feet. This overlay will show both the horizontal and vertical dimensions of the anomalies. No intrusive activity (i.e. soil boring) shall occur. The contractor shall propose the technic and methodologies to be used for this task for government approval. 3.7 (TASK 7) PERFORM QUALITY CONTROL. 3.7.1 The contractor shall provide the necessary personnel and equipment to administer a Quality Control (QC) Program to manage, control, and document his own and his sub-contractor's activities. 3.7.2 The individual performing the QC shall not be involved in the performance of other tasks. QC shall be a separate function and be performed in accordance with the approved Quality Control Plan developed for Delivery Order 1. 3.8 (TASK 8) PREPARE AND SUBMIT PHASE I REMEDIAL INVESTI- GATION (RI) REPORT 3.8.1 At the conclusion of the field work, the contractor shall submit the RI Report which consists of the following: 3.8.1.1 A reproducible copy (full-sized mylar drawing) of all maps and the originals of all field books, layout sheets, computation sheets, abstracts, computer printouts, and all unique items created or used to create the end products required by tv - SOW. 3.8.1.2 Detailed accounting of all UXO and UXO-related materiels located within the project. 3.8.1.3 A daily journal of all activities associated with this sow. 3.8.1.4 A video tape (furnished only to CEHND-PM-OT) . 3.8.1.5 A recapitulation of exposure data. This shall include total number of nan-hours worked on site, total motor vehicle mileage, total number of flying hours, and number of flights. 3.8.1.6 Maps of traverses and subsurface anomalies. 3.8.1.7 Recommendations for continued investigation and sampling based on the results from this SOW. 3.8.1.8 QC documentation. * * 3.8.1.9 A detailed accounting of cost for the handlinc transport, and disposal of non-DOD generated waste. Back-up DACA87-92-D-0147 0003/01 13 documentation of these costs shall be furnished with the fine submission to the contracting officer. ^ 3.9 REPORTS AND SUBMITTALS. The contractor shall prepare reports and provide subraittals in accordance with paragraph 4.0. 3.10 CONTRACTOR QUALIFICATIONS. The contractor shall furnish a staff that is qualified through training and experience that will safely accomplish the objective and tasks of this SOU. The SSWP shall list personnel intended to execute the planned work and contain "heir resumes. 3.10.1 Training requirements of 29 CFR 1910.120e(i) shall not apply to the preparation of the plans in this SOW. Tile requirements shall apply in the execution of planned field work. 4.0 SUBMITTALS: 4.1 The contractor shall furnish copies of all plans and reports as indicated in paragraph 4.3 to each addressee listed below in the quantities indicated. The contractor shall utilize overnight delivery services for delivering these plans and reports. Following each submission, comments generated as a result of their review shall be incorporated. ADDRESSEE COPIES US ARMY ENGINEER DIVISION, HUNTSVILLE 5 ATTN: CEHND-PM-OT (MR R. FITZPATRICK) 106 WYNN DRIVE HUNTSVILLE, AL 35805-1957 US ARMY ENGINEER DIVISION, SOUTH ATLANTIC 2 ATTN: CESAD-PM (MR. S. ERNST) 77 FORSYTH STREET, S.W. ATLANTA, GA 30335-6801 COMMANDER 2 TECHNICAL ESCORT UNIT ATTN: SMCTE-OP ABERDEEN PROVING GROUNDS, MD 21010-5423 OFFICE OF THE PROGRAM MANAGER 1 FOR NON-STOCKPILE CHEMICAL MATERIEL U.S. ARMY CHEMICAL MATERIEL DESTRUCTION AGENCY ATTN: MR. CHUCK HEYMAN ABERDEEN PROVING GROUND, MD 21010-5401 U.S. ARMY ENGINEER DISTRICT, JACKSONVILLE 4 ATTN: CESAJ-DP-I (MR. BRIDGERS) 400 WEST BAY STREET JACKSONVILLE, FL 32232-0019 DACA87-92-D-0147 0003/01 14 DEPARTMENT OF PLANNING AND NATURAL RESOURCES (DPNR) 1 (FINAL ATTN: MR. GABRIEL ST. SURIN, DIRECTOR OF PERMITS ONLY) NISKY CENTER, SUITE 231 NO. 45A ESTATE NISKY CHARLOTTE AMALIE, ST. THOMAS, V.I. 00802 U.S. ARMY CORPS OF ENGINEERS 1 ANTILLES AREA OFFICE ATTN: CESAJ-DS 400 FERNANDEZ JUNCOS AVENUE SAN JUAN, PUERTO RICO 00901-3299 4.2 Submittals and Due Dates: The CO will issue a letter notifying the contractor to proceed. SUBMITTALS DUE DATES Confirmation letter/ 10 days after NTP proposed amendments to approved plans Record of Meeting 10 days after meeting Phase I RI Report (Draft) 90 days after NTP (Final) 150 days after NTP 4.3 Status Reports and Telephone/Conversation Reports are ' monthly. The original of each of these reports shall be sent within 10 working days of the end of the reporting period by normal mail to: U.S. ARMY ENGINEER DIVISION, HUNTSVILLE ATTN: CEHND-CT-D (MS. PRINCE) PO BOX 1600 HUNTSVILLE, AL 35807-4301 with a copy furnished to: U.S. ARMY ENGINEER DIVISION, HUNTSVILLE ATTN: CEHND-PM-OT (MR. FITZPATRICK) PO BOX 1600 HUNTSVILLE, AL 35807-4301 US ARMY ENGINEER DISTRICT, JACKSONVILLE ATTN: CESAJ-DP-I (BRIDGERS) P.O. BOX 4970 JACKSONVILLE, FL 32232-00191 4.4 Project Manager. The designated CEHND Project Manager for this delivery order referred to in subsection 3 is Mr. Roger A. Fitzpatrick, Ordnance & Technical Programs Division, Directorate DACA87-92-D-0147 0003/01 15 of Programs & Project Management; telephone 205-955-1297; telefax 205-955-5125. 5.0 REFERENCES. 5.1 AR 385-40 with USACE Supplement. 5.2 EM 385-1-1, CE Safety and Health Requirements Manual. 5.3 TM 9-13 00-206, Ammunition and Explosive Standards. 5.4 CEHND Safety Concepts and Basic Considerations for UXO. 5.5 DOD 4160.21-M, Defense Utilization and Disposal Manual. 5.6 DA PAM 60-5. 6.0 GOVERNMENT-FURNISHED. 6.1 Right of Entry (CESAJ). 6.2 Final Archive Report, Former Fort Segarra. 6.3 Draft Work Plan, Former Fort Segarra. 6.4 Topographic maps of test areas located on Water Island. 7.0 SPECIAL INSTRUCTIONS. 29 CFR 1926.100(a) requires personnel to wear protective helmets in areas where there is a possible danger of head injury from impact, or from falling or flying objects, or from electrical shock or burns. During field activities on ordnance projects, hard-hats need not be worn unless a head injury threat is present. DACA87-92-D-0147 0003/01 16 ANNEXG GEOPHYSICAL SWEEP PROCEDURES The following geophysical procedures r-^ve been extracted verbatim frczn lie CEHXD approved work plan for Phase I of ±e Frnner Fon Segarra Site Charaaerzaiicn- 4.S. Sweep Procedures. 4.8.1. Selective Vegetation Rer^cvai. Prior to commencing UXO sleeps, vegetation in the area will be removed Vegetation will be cut as low as possible, but vegetation removal equipment will be sec 10 a height so as to not impact any UXO which may be laying on the surface. UXO personnel will monitor cutting operations to detect actual and possible UXO/OEW locadces. UXO discovered during vegetation removal win be marked for disposition with enhance found during subsequent sweeps. 4.8.2. Marking Sectors and Sweep Lanes. After vegetation has been removed from the area, the area will be divided ~io four sectors. UXO personnel wiH mark individual sweep lanes within each sector. Lanes will be five (5) feet wide and will be cieariy marked with stakes and engineer *_ipe. The length of the lanes win vary depending on the terrain. Sectors and lines will be marked on the map prior to commencement of sweeps. Lanes vll remain intact until completion of surface and subsurface sweep activities. 4.83. Senior UXO Supervisor deck of Area. The Senior UXO Supervisor wfll conduct a physical check of the area :c- ^ cleared prior to sweep operations. One other UXO qualified individual will accoirpar." the Senior UXO Supervisor. 4.8.4. Pre-Sweep Safety and Operations Briefing. Prior to commencing any sweep operation, the Senior UXO S upervisor will brief all sweep team personnel on: a. Description of the area to be cleared. b. Known/suspectec crcnance present . c. Communication rrocecuxes. d. Safet>- precautions associated with the area. e. Accident procedures. f. Climatic precautions. g. Other situation spec5c instructions. 4.8.5. Equipment Check. UXO personnel will perform equipment checks on subsurface sweep equipment immeciaieiy after the safety briefing. Equipment operability and support requirement ; e ^ spare batteries) will be inspected in the process. Operational condition of each instrument will be annotated in the :og book. The following detection equipment wiH be used for this project: a. Schonstedt GA-51B ~2B. The Schonstedt GA-52B "2B Heii-Fiux Magnetometer is capable of locating a 1-5-mm projectile at a depth of five (51 feet and win be the primary instrument used by ^ie team members to locate subsurface UXO OEW. The Mood GA-52, ~2B detect the magnetic field of a ferromagnetic object and responds to this difference in tie magnerx: field between two sensors spaced 20 inches aoart. The response consists c: a change in the frequency signal that is emitted by a loudspeaker. b. Other instruments that —eet the criteria established in the SOW may be used in the interest of safety and/or quality of effort. All such instruments wiil be approved by USAEDH safety personnel prior to employment on site, 4.8.6. Performing UXO Sweeps. Sweep teams shall consist of a UXO Supervisor, a UXO Specialist and a UXO Assistant. Teams will be assigned to sweep lanes which are separated by one lane minimum (more at the discretion of the Senior UXO Supervisor). Two members of each team wifl proceed down each lane, simultaneously conducting visual and magnetometer sweeps and marking ordnance locations. The UXO Specialist and the UXO assistant of each team will alternate as the magnetometer operator and flagman* en each team. UXO Supervisors are responsible for recording ordnance and magnetometer detections, maintaining safe intervals between teams, and confirming OEW identifications when necessary. UXO Supervisors will also insure i-KFc coverage of the lanes assigned UXO Supervisors will remain several meters behind other team members, but may rotate magnetometer and flagman* duties with other team members in the interest of health safety. Sweep lanes will stop and stan individually. Stopping, starting, and breaks wifl be controlled by UXO Supervisors. Subsurface sweeps will be conducted to the depths identified in the delivery order. 4.8.7. Identifying and Marking UXO. OEW. UXO/OEW will be identified by at least two UXO twrhnirian* Identification wQl include nomenclature, location and condition (ex, armed, unfrred damaged, burnt etc). Nomenclature and location will posted on site maps; other information wifl be recorded on the dairy summary/inventory forms being used on site. Suspected UXO items which cannot be identified will be photographed and the photos sent to CEHSD. UXO/OEW wfll be marked with bicyde flags. Flags will be offset far enough from UXO/ OEW so that they will not come in contact with the UXO if knocked over. 4.3.S. Marking Subsurface Anomalies. Magnetometer detected anomalies wifl be marked with bicyde flags in the same manner as UXO/OEW was marked during surface sweeps. Location of subsurface items wifl be recorded in the log book and marked as accurately as possible on a map of the site. 4.8.9. Identifying &. Handling Inert Items. OEW Related Scrap. Inert items and scrap wifl be examined by at least two UXO qualified personnel, classified as OEW or non-OEW scrap and the absence of explosives verified- See Annex I (DRMO Turn-in Plan). 4.8.9.1. Handling Inert Items. Location and nomenclature of inert items wfll be recorded in the site log book. Inert items wifl then be moved to the inert segregation point near the disposal area. Iiems requiring venting wfll be separated form items not requiring venting. 4.8.9.2. Handling OEW Related Scrap. Scrap that can be moved without the use cf heavy equipment wfll be consolidated near established site access routes to aid # in iaier coilecuc~ effcns. Only UXO qualified personnel will handle OEW related scrap. Scrap which is ico iarge cr heavy, or cannot otherwise be reeved wHi be marked and recorded for pest sweep removal 4.8.10. Non-OEW Scrap. Non-OEW related scrap will be cciiected at a site approved by the CEHND cn-site representative for rum-in zz iocai authorities. Scrap that can be moved wiihoui the use of heavy equipment will be consoiidated near established site access routes to aid in later collection efforts. Non-OEW related scrap areas will be iocaied far enough from OEW related scrap areas to prevent confusion and mixing of material Non-UXO qualified personnel may handle OEW' related scrap. Scrap which is too large or heavy, or cannot otherwise be moved wOl be marked and recorded for cos sweec removal # #