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ATTACHMENT I mately 75,000 gall. i of wastewater per day. The water <br /> TO INITIAL STUDY FOR UP-89-22 being disposed via the injection well is anticipated to <br /> have Total Dissolved Solids (TDS) of approximately 8,000 <br /> DISCUSSION OF ENVIRONMENTAL IMPACTS: parts per million. This wastewater will be injected and <br /> stored in two sandstone layers at a depth of approximately <br /> l.a. The project is in Flood Hazard Zone A and is subject to 4,500 feet. The TDS at this level are now approximately <br /> flooding to an elevation of 17 feet mean sea level. The 10,200 ppm. Injected fluids are anticipated to migrate <br /> project will be subject to the County Flood Ordinance, less than 1/4 mile away from the well bore. Additionally, <br /> which will require that structures be floodproofed or have water wells in and around the PSE property draw fresh water <br /> raised floor elevations to mitigate this potentially sig.,,-- from strata at depths less than 300 feet. When the <br /> ficant impact to a less than signiticant level. Negative Declaration was circulated to the State <br /> Clearinghouse for the earlier Site Approval application, no <br /> 1.b. The project will be utilizing approximately 500,000 gallons comments relative ' , the injection well were received, and <br /> per day of by-product remediation water from Sharpe Army no significant impacts relative to this aspect of the pro- <br /> Depot for process water (NPDES Permi: No. CA-0004839). ject were noted. The injection well will also be subject <br /> This source draws water from an aquifer located 50 feet to to approval and monitoring by the Regional Water Quality ` <br /> 300 feet in depth at well locations approximately two miles Control Hoard, the Air Pollution Control District, and the <br /> from the site. The water obtained from Sharpe Army Depot Environmental Protection Agency. <br /> consists of water drawn from remediation wells and pro- <br /> cessed with "air stripping" to remove Trichloroethene (EPA There will be an ammonia storage tank on-site. The storage <br /> Hazardous Waste No. U228), pursuant to requirements imposed and handling of ammonia will be subject to the requirements <br /> upon Sharpe Army Depot under the terms of the EPA's Natural of the County Air Pollution Control District and the County <br /> Priorities List dated July 22, 1987, and the State of Office of Emergency Services (Chapter 6.95, Section 25500, <br /> California Clean-Up and Abatement Order No. 87-026, dated at seq., of the California Health and Safety Code) . <br /> January 23, 1987. Currently, this water is being <br /> discharged into French Camp Slough. The Trichloroethene 7.a. The project site is currently outside the service area of <br /> content after air stripping is nondetectable. The water the Lathrop County Water District (LCWD); however, the LCWD <br /> quality is monitored, in accordance with the NPDES permit, has agreed to serve the site with potable water and sani- <br /> to ensure compliance with the drinking water standrds. Of tary sewage disposal. <br /> this 500,000 gallons per day, approximately 425,000 gallons <br /> per day will be converted to steam, and approximately <br /> 75,000 gallons per day will be disposed of via the proposed <br /> injection well. Eliminating the daily discharge of 500,000 <br /> gallons of remediation water per day into French Camp <br /> Slough should have a positive impact on the Slough's abi- <br /> lity to accommodate the storm water runoff and drainage <br /> from this general area, as additional capacity will be <br /> available. <br /> 6.c. The project site appears to be within 2,000 feet of two <br /> identified hazardous waste sites. There is no information <br /> on one of the waste sites (Air Products and Chemicals, APN t <br /> 195-270-04). The other site (Occidental Chemical Company, -- <br /> APN 195-270-02, 03, 04) involves the contamination of the <br /> groundwater with DBCP, EDB, and other pesticides. Remedial <br /> action is in place at the second site to extract and treat <br /> contaminated groundwater. Due to the nature and intensity <br /> of the proposed use, and because the facility will utilize <br /> public water and public sewer, it is not anticipated that <br /> the existence of these two nearby hazardous waste sites <br /> will create a health hazard, and this has not been iden- <br /> tified as being a significant impact. <br /> The amended project also involves the use of an injection <br /> well, approximately 4,500 feet deep. to dispose of approxi- <br /> Attachment I - 1 - (UP-89-22) Attachment I - 2 - (UP-89-22) <br />