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SU0005952 SSCRPT
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SU0005952 SSCRPT
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Last modified
5/7/2020 11:31:56 AM
Creation date
9/5/2019 10:53:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSCRPT
RECORD_ID
SU0005952
PE
2611
FACILITY_NAME
PA-0600119
STREET_NUMBER
3924
Direction
E
STREET_NAME
GUERNSEY
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
15714053
ENTERED_DATE
3/9/2006 12:00:00 AM
SITE_LOCATION
3924 E GUERNSEY AVE
RECEIVED_DATE
3/7/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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\MIGRATIONS\G\GUERNSEY\3924\PA-0600119\SU0005952\SSC RPT.PDF
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EHD - Public
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May - 13 . 2004 2 :06PM Neil 0• Anderson & Assoc. No-5095 P. 3 <br /> ,— ! THIRD QUARTER,2003 <br /> GROUNDWATER MONITORING REPORT <br /> ,1A114AR OIL DISTRIBUTION <br /> NOVEMBER 2003 <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 6532 feet bgs in monitoring well MW-1 io 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 GI-11I 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-613 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. Bas 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-feet/foot <br /> across theeet-site. Calculated groundwater elevations are summarized in Table 1, and shown <br /> on Figure 4. <br /> Groundwater Analytical Results <br /> Al] 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 53,000µgll 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-611, <br /> MW-7A and MW-713 at concentrations ranging from 360µg/1 in MW-2 to 34,000µg/I in MW-1. <br /> r <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 30µg/1 in MW-3 to 20,000µgl1 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-713 at concentrations ranging from 8.7µg/l in MW-4 to 3,400µg/I in EW-1. <br /> 5 <br /> r <br />
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