Letter regarding the Excavation at Western Auto, Tutu Wells Site, St. Thomas, U.S. Virgin Islands
& MILLER, INC. 'nvironmental Services Ground Water Engineering Hydrocarbon Remediation Education May 5, 1994 Ms. Caroline Kwan U.S. Environmental Protection Agency, Region II 26 Federal Plaza, Room 737 New York, NY 10278 Re: Excavation at Western Auto, Tutu Wells Site, St. Thomas, U.S. Virgin Islands Dear Ms. Kwan: This letter serves to update you regarding activities at the Western Auto site in Tutu, U.S. Virgin Islands. The work is scheduled to commence on May 10, 1994 and will consist of soil excavation and pipe repair. The excavation dimensions will be 4-feet by 4-feet by 7-feet deep, rather than the initial proposed depth of 15-feet deep (i.e., depth to top of bedrock). This modification is necessary because the depth of the excavation must be less than 9-feet deep to maintain structural support for nearby building foundations. Once the soil has been excavated, it will be used as backfill for the excavation. This is in accordance with the telephone conversation on April 28, 1994 involving Thomas Danahy, the U.S. Environmental Protection Agency (USEPA) and U.S. …
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& MILLER, INC. 'nvironmental Services Ground Water Engineering Hydrocarbon Remediation Education May 5, 1994 Ms. Caroline Kwan U.S. Environmental Protection Agency, Region II 26 Federal Plaza, Room 737 New York, NY 10278 Re: Excavation at Western Auto, Tutu Wells Site, St. Thomas, U.S. Virgin Islands Dear Ms. Kwan: This letter serves to update you regarding activities at the Western Auto site in Tutu, U.S. Virgin Islands. The work is scheduled to commence on May 10, 1994 and will consist of soil excavation and pipe repair. The excavation dimensions will be 4-feet by 4-feet by 7-feet deep, rather than the initial proposed depth of 15-feet deep (i.e., depth to top of bedrock). This modification is necessary because the depth of the excavation must be less than 9-feet deep to maintain structural support for nearby building foundations. Once the soil has been excavated, it will be used as backfill for the excavation. This is in accordance with the telephone conversation on April 28, 1994 involving Thomas Danahy, the U.S. Environmental Protection Agency (USEPA) and U.S. Virgin Islands Department of Planning and Natural Resources (DPNR). GO Enclosed please find the following: • Draft of the engineering specifications. • Figure 1, sketch of site dimensions. • Figure 2, indicating proposed Monitoring Well MW-24 construction. 201 West Passaic Street, 3rd Floor• Rochelle Park, New Jersey 07662-(201) 909-0700'FAX (201) 909-0567/0568 03 h- *64714* 64714 GERAGHTY & MILLER, INC. 2 • A revised Figure 7-1 showing the new well locations at the Texaco and Esso Service Stations. These documents are for your review. If you have any questions, please call. Sincerely, GERAGHTY & MILLER, INC. Brent O'Dell Project Engineer Thomas V. Danahy /f Senior Scientist/Project Manager Daniel A. Nachman- Vice President/Project Director Enclosures c: Sally Odlund, CDM Federal Programs Corp. - w/enclosures William Chapman, Esq., John R. Coon - w/enclosures Donald P. Galya, ENSR - w/enclosures BOD:TVD:DAN/lsPR0013.038 PR0013."*WP4/050394«.ltr TUT 006 1O89