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ARCHIVED REPORTS XR0001631
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544513
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ARCHIVED REPORTS XR0001631
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Last modified
6/14/2019 1:18:56 PM
Creation date
6/14/2019 10:49:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001631
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
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SJGOV\wng
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EHD - Public
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=i <br /> t <br />' 27 April 2003 <br /> AGE-NC Project No 96-0235 <br /> ` Page 5 of 8 <br /> Boring logs for soil borings MW-14B and MW-15B are included as Appendix A Lrthologlc cross <br />' sections are included as figures 3 and 4 <br />' 32 ANALYTICAL RESULTS OF SOIL SAMPLES <br />' Soil samples collected from pilot borings MW-14B and MW 15B at depths of 15 feet,25 feet,40 feet <br /> and 55 feet bsg were analyzed as described in Section 2 13 None of the target analytes were <br /> detected above laboratory reporting limits in the analyzed soil samples The laboratory report(CTEL <br />' Laboratory IDs 0211-137-1 through 0211-137-8),chain-of-custody forms and the laboratory QA/QC <br /> report are included in Appendix B <br /> 3 3 GROUND WATER GRADIENT AND FLOW DIRECTION <br />' Depths to ground water ranged from 17 72 feet to 21 70 feet below the tops of the well casings, <br /> ground water was within the screened intervals ofthe shallow wells,but was approximately 10 5 feet <br /> • above the screened,nterval of mtermedlate wells MW-3 and EW-2 and between 19 44 and 44 14 feet <br />' above the screened intervals of the deep wells <br /> The elevation of ground water in each well was calculated by subtracting the depth to ground water <br /> from the surveyed casing elevations (Table 1) Ground water elevations at the site ranged from <br /> 12 56 f eet (MW-8A) t o 14 07 f eet (MW-2)b elow m can sea 1 evel T he a verage g round w ater <br />' elevation in the wells decreased by approximately 0 24 feet since the September 2002 ground water <br /> monitoring event <br /> Figure 3 illustrates the ground water potentiometric surface based on the shallow-and deep-screened <br /> data sets Near the former UST cluster, the shallow-screened data delineated an inward-radiating <br /> ground water flow pattern,with a net flow towards the east-northeast at a gradient of 0 004 ft/ft,the <br /> deep-screened data delineated a radial ground water flow direction toward the east to southeast at <br /> a gradient of 0 006 ft/ft Near the former UST No 3 excavation ground water flow direction at the <br /> -- - shallow-screened level was inferred to be towards the east-southeast at a gradient of 0 005 ft/ft, <br />' ground water flow direction at the deep-screened level was inferred to be toward the south-southwest <br /> at a gradient of 0 018 ft/ft <br /> 3 4 ANALYTICAL RESULTS OF WATER SAMPLES <br /> TPH-g was detected in the samples collected from MW-1, MW-2, MW-10, EW-1 and EW-2 at <br /> . concentrations as high as 14,000 micrograms per liter (µg11) in the sample collected from EW-1 <br /> Advanced GeoEnvironmental,Inc <br />
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