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Manna Pro Stockton 2 <br /> Quarterly Groundwater Monitoring Report <br /> January 1992 <br /> ramundwWer Monitoring D <br /> On October 2, 1991,the sax existing groundwater monitoring wells were monrtored for depth-to-water(DTW) <br /> The DTW measurements were taken from surveyed points on the top of each well casing, which are <br /> referenced to a common datum (designated as 100 feet above mean sea level) During this monitoring <br /> event the DTW in the six wells ranged from 4125 to 43 4 feet This corresponds to static water level <br /> elevations ranging from 57 77 to 59 68 feet above mean sea level (MSL) The results of groundwater <br /> monitoring are presented In Table 1 A potentiometric surface map as interpreted from the data in Table <br /> 1 Is presented as Figure 1 As shown in Figure 1, the average groundwater gradient is approximately 0 03 <br /> ft/ft towards the west-southwest in the site vicinity The groundwater flow pattern suggests hydraulic <br /> mounding near, and potentiallyll�vlated to, the tank excavation <br /> eGroundwater QualityData <br /> The sbt monitoring wells were sampled on October 2, 1991 following groundwater level monitoring Prior <br /> to sampling, the wells were purged by bailing to enable collection of samples representative of aquifer <br /> conditions The standard protocol for sampling is to purge 3 to 5 well casing volumes prior to collecting <br /> samples However, when a well is balled dry before 3 to 5 casing volumes are removed, the water level in <br /> the well is allowed to recharge to approximately 80 percent of static water level prior to collecting samples <br /> All six wells bailed dry after bailing between 10 and 15 gallons of water from each well as shown in Table <br /> 2 <br /> Samples were collected using a TeflonTm bailer and placed into sample containers supplied by the laboratory <br /> performing the analyses Sampling equipment was cleaned between wells using an AlconoxTm and water <br /> wash and deionized water rinse Samples were labeled and placed in an ice-chilled cooler for transport to <br /> GTEL Environmental Laboratories, Inc In Concord,California,and were accompanied at all times by a chain- <br /> of-custody record <br /> Samples from the October 2, 1991 sampling event were analyzed for the following parameters <br /> • pH using Standard Method 4500 H <br /> • Specific Conductance using Standard Method 2510 <br /> a Aromatic Volatile Organics and Total Petroleum Hydrocarbons as Gasoline using EPA <br /> Methods 5030, 8020 and Modified 8015 <br /> • Total Petroleum Hydrocarbons as Diesel Fuel using Modified EPA Methods 3510/8015 <br /> • Total Lead using EPA Method 7421 <br /> The results of laboratory analyses are presented in Table 3 The laboratory analytical reports are also <br /> included as an attachment to this letter As shown in Table 3, pH ranged from 7 1 to 7 9 Specific <br /> conductance ranged from 980 to 2,400 micro-mhos per centimeter at 25 degrees Centigrade(umho/cm,25) <br /> Because the results of pH and specific conductance in the samples collected were generally similar, this <br /> suggests that the water Is from the same hydrologic zone <br /> �J GROUNDWATER <br /> TECHNOLOGY, INC <br />