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l� 3330 Data Drive <br /> Oahsuile Rane 100 <br /> l/ y Ranc�o Cordova CA 95674 <br /> �n%,ranmenta 916 638 2085 <br /> Z' FAX 916 638 8385 <br /> May 7, 1993 <br /> Ms Mary Meays <br /> San Joaquin County Public Health Services <br /> Environmental Health Division <br /> 445 North San Joaquin Street <br /> Post Office Box 20W <br /> Stockton, California 95201 <br /> Subject Quarterly Ground Water Monitoring Letter Report <br /> Second Quarter 1993 <br /> 4491 West Durham Ferry Road <br /> Tracy, California <br /> Delta Project No 40-91-732 <br /> Dear Ms Meays <br /> Delta Environmental Consultants, Inc (Delta), at the request and authorization of Ms Stella Ruiz, <br /> has conducted ground water monitoring activities at the subject site This letter report presents the <br /> results of site monitoring in the second quarter of 1993 The site location is shown in Figure 1 and <br /> site features are shown in Figure 2 <br /> Once during each quarter in 1993, ground water table measurements will be collected During the <br /> first and third quarters, a water sample will be collected from monitoring well MW-1 only, during <br /> the second and fourth quarters, ground water samples will be collected from monitoring wells MW-1, <br /> MW-2, and MW-3 <br /> Ground Water Table Elevations, Flow Direction,..and Hydraulic Gradient <br /> Ground water table elevations were measured in monitoring wells MW-1, MW-2, and MW-3, on <br /> April 7, 1993 Depth to water in the monitoring wells ranged from approximately 15 to 15 feet <br /> below the tops of the well casings Liquid-phase petroleum hydrocarbons were present in monitoring <br /> well MW-1 and MW-2 at a thickness of 11 and 20 feet, respectfully Water table elevations are <br /> summarized in Table 1 The ground water table elevations measured on April 7, 1993, were used <br /> to construct a water table contour map, included as Figure 3 The inferred water table contours <br /> Illustrated in Figure 3 indicate that ground water at the site was flowing toward the northeast with <br /> a hydraulic gradient of approximately 0 001 <br /> Delta Delivers Solutions <br />