Laserfiche WebLink
I <br /> j Michelle Price, City of Stockton April 22, 2013 <br /> i Application to Discharge Extracted Groundwater to the Sanitary Sewer <br /> Barnes Trucking, Stockton, CA <br /> Page 2 <br /> groundwater in the knockout tank will be routed to two 1 ,000-]b carbon vessels, in series, <br /> using the 2-hp transfer pump in-built on the DPE system. The treated water will be <br /> routed to a 20;000 gallon holding tank for storage to allow for testing prior to discharging <br /> the treated water to the sewer clean out. The location of the sewer cleanout is shown on <br /> Figure 2. Manufacturer's specifications for the remediation equipment are included in <br /> Appendix B. <br /> EXTRACTION AND DISCHARGE RATES <br /> During this DPE test, based on system specifications and proposed mass removal event <br /> duration, Stratus estimates approximately 20,000 to 40,000 gallons of groundwater will <br /> be extracted from the wells (which will include wells DPW4 , MW-5B, MW-9, and <br /> MW- 10 that contain the highest levels of contaminants beneath the site) for a one time <br /> discharge (average extraction rate over the 1 -week test duration is anticipated to range <br /> between 5 gallons per minute [gpm] and 15 gpm). <br /> Stratus proposes to use two 1 ,000-pound carbon units, in series, to treat the extracted <br /> groundwater. Based on current concentrations of the petroleum hydrocarbons in the <br /> groundwater (Appendix C) and the rate of carbon usage that we have observed at various <br /> carbon based groundwater treatment systems that we oversee, Stratus believes that two <br /> 1 ,000 lb carbon vessels are adequate to treat the estimated 20,000 to 40,000 gallons of <br /> water. To quantify the carbon utilization rate, Stratus proposes to collect three water <br /> samples, three times during the event, including an influent water sample, a water sample <br /> after the first carbon vessel (midfluent), and an effluent water sample (after the second <br /> carbons . A water meter willbe msta led to record total flow and the operational <br /> flowrate. <br /> SAMPLING AND REPORTING PROTOCOL <br /> The treatment system will be monitored once upon start-up, mid-week, and at the end of <br /> the test. Prior to start-up, performance evaluation sample ports will be installed prior to <br /> the primary carbon vessel (influent), between the primary and secondary vessels <br /> (midfluent), and after the secondary vessel (effluent). Upon start-up, Stratus proposes to <br /> collect the first set of influent, midfluent, and effluent samples after treating <br /> approximately 508 gallons of extracted groundwater (approximate volume of water in a <br /> carbon vessel is 254 gallons). The groundwater samples will be analyzed for gasoline <br /> range organics (GRO) and diesel range organics (DRO) using United States <br /> Environmental Protection Agency (USEPA) Method SW8015B/SW8260B, for benzene, <br /> toluene, ethylbenzene, and xylenes (BTEX) and methyl tertiary butyl ether (MTBE) <br /> using USEPA Method SW8260B, and for lead using USEPA Method 200. 8 , and will also <br /> be field monitored for pH levels. <br /> KABames Tracking\Correspondence\Bames Wastewater discharge permit app.doc <br />