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SU0004963 SSCRPT
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SU0004963 SSCRPT
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Last modified
5/7/2020 11:31:21 AM
Creation date
9/5/2019 10:53:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSCRPT
RECORD_ID
SU0004963
PE
2611
FACILITY_NAME
PA-0400524
STREET_NUMBER
3782
Direction
E
STREET_NAME
GUERNSEY
STREET_TYPE
AVE
City
STOCKTON
APN
15714051
ENTERED_DATE
3/30/2005 12:00:00 AM
SITE_LOCATION
3782 E GUERNSEY AVE
RECEIVED_DATE
3/29/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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\MIGRATIONS\G\GUERNSEY\3782\PA-0400524\SU0004963\SSC RPT.PDF
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EHD - Public
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May - 13. 2004 2:06PM �,I 0• Anderson & Assoc . No -5095 P. 3 <br /> TffiRD QUARTER,2003 <br /> GROUNDWATER MONITORING REPORT <br /> ` ,1AMAR OIL DISTRIBUTION <br /> NOVEMBER 2003 <br /> x <br /> Groundwater Analysis <br /> Groundwater samples were analyzed for TPH G and TPH D by EPA Method 8015M and for <br /> BTEX, 1,2-DCA,.EDB, and the fuel oxygenates (MTBE, TBA, DIPE, ETBE, and TAME)using <br /> EPA Method 8260B. The analyses were conducted by SunStar Laboratories Inc., a California <br /> State-certified laboratory, in accordance with state guidelines and EPA protocol. <br /> SITE EVALUATION <br /> Groundwater Flow and Gradient <br /> Based on depth to groundwater measurements taken on September 11, 2003, the depths to <br /> groundwater ranged from 65.32 feet bgs in monitoring well MW-1 t0 65.93 feet bgs in MW- 7A. <br /> The relative groundwater elevations ranged from 36.95 feet below mean sea level (MSL)in MW-5 <br /> to 37.20 feet below MSL in MW-7A. All groundwater elevations were measured to the nearest <br /> 0.01-foot relative to the surveyed top of casing elevation. The elevations are based on the surveys <br /> conducted by JPCA on August 30, 2000 and GHH on May 29, 2003. The surveys were <br /> completed by setting the comer of the cement sidewalk on the southeastern comer of the store as <br /> the benchmark with an assumed elevation of 30 feet MSL. <br /> Monitoring wells MW-6B and MW-7B were drilled to 95 feet bgs and have only 5 feet of screen. <br /> For these reasons,MW-6B and MW-713 are not being used to calculate hydraulic gradient or flow <br /> direction. B e other eight wells, the direction of groundwater flow has been calculated to <br /> be trendin outheast ith a relatively flat hydraulic gradient of approximately 0.0006-feeUfoot <br /> across the su e. Calculated groundwater elevations are summarized in Table 1, and shown <br /> on Figure 4. <br /> Groundwater Analytical Results <br /> All ten wells are included in this discussion of sampling results. TPH G was detected in the <br /> samples from all of the monitoring wells except MW-5, MW-613, MW-7A and MW-7B_ Where <br /> detected, TPH G ranged from 240µg/1 in the sample from MW-6A to 53,000 ugll in the sample <br /> from EW-1. <br /> Benzene was detected in the samples from all of the wells except MW-5,MW-6A,MW-6B, <br /> MW-7A and MW-713 at concentrations ranging from 360µg/1 in MW-2 to 34,000µg/l in MW-1. <br /> Toluene was detected in the samples from all of the wells except MW-5, MW-6A,MW-6B, <br /> MW-7A and MW-7B at concentrations ranging from 30 14g/1 in MW-3 to 20,000µgll in EW-1. <br /> Ethylbenzene was detected in the samples from all of the wells except MW-5, MW-6A, MW-6B, <br /> MW-7A and MW-7B at concentrations ranging from 8.7µg/1 in MW-4 to 3,400µg/1 in EW-1. <br /> h 5 <br />
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