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ARCHIVED REPORTS XR0004699
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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MADISON
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0004699
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Entry Properties
Last modified
5/7/2019 9:24:23 AM
Creation date
5/7/2019 9:09:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004699
RECORD_ID
PR0544427
PE
3528
FACILITY_ID
FA0004581
FACILITY_NAME
CHASE CHEVROLET*
STREET_NUMBER
423
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
423 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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W <br /> lie 20 December 2001 <br /> ' AGE-NC Project No 95-0144 <br /> Page 5 of 7 <br /> ' events Pumping and disposal was completed by American Valley Waste Oil, Inc of Delhi, <br /> California The purge water was disposed at Seaport Environmental located in Redwood City, <br /> California A copy of the waste disposal manifest is included in Appendix C <br /> 1 , <br /> ' 4.0. FINDINGS <br /> Ground water elevation and flow direction were inferred from field data, hydrocarbon-impact to <br /> ground water was quantified from laboratory analysis of the ground water samples <br /> 4 1 RELATIVE GROUND WATER ELEVATION AND GRADIENT <br /> The elevation of ground water in each well was calculated by subtracting the depth to water from the <br /> ' surveyed casing elevation (Table 1) Between August 2001 and November 2001, ground water <br /> elevation decreased between 0 93 feet and 1 20 feet m the monitored wells The approximate <br /> hydraulic gradient for the November 2001 monitoring event was inferred to be 0 002 ft/ft with a flow <br /> ' direction toward the north-northeast Ground water elevation contours derived from data collected <br /> on 16 August 2001 are depicted in Figure 3 Ground water was between approximately 1 39 feet and <br /> 4 44 feet above the screened interval in monitoring wells MW-1, MW-2, MW-4,MW-5 and MW-8 <br /> ' Ground water was within the screened intervals of MW-11, MW-12, MW-13, MW-19A, MW-20A <br /> and MW-21 A <br /> ' Ground water elevations in nested wells MW-19, MW-20 and MW-21 were between 1 58 feet and <br /> 1 86 feet lower in deeper screened intervals beneath a clay layer than in the shallower screened <br /> intervals Data from wells with the upper screened intervals, established in first-encountered ground <br /> ' water, was utilized for gradient determination <br /> ' 4 2 ANALYTICAL RESULTS OF WATER SAMPLES <br /> ' During the November 2001 monitoring event,TPH-g was detected in samples from monitoring wells <br /> MW-21A and MW-21B at concentrations of 3,000 micrograms per liter (µ.g/1) and 860 µg/l, <br /> respectively Various BTEX compounds were detected in samples from wells MW-21A and <br /> ' MW-21B at concentrations as high as 230 µg/l (ethylbenzene, MW-21A) TPH-d was detected in <br /> samples collected from MW-19A, MW-20A, MW-21A and MW-21B at concentrations of 52 µg/1, <br /> 100 µg/1, 6,900 µg/1 and 420 µg/l, respectively TPH-mo was detected in monitoring well sample <br /> ' MW-21A at a concentration of 840 µg/1 The extent of hypdrocarbon-impacted ground water is <br /> illustrated in Figure 4 <br /> Advanced GeoEnviropmental,Inc <br />
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