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ARCHIVED REPORTS XR0001689
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2900 - Site Mitigation Program
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PR0522479
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ARCHIVED REPORTS XR0001689
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Entry Properties
Last modified
5/17/2019 2:52:14 PM
Creation date
5/17/2019 2:26:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001689
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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• 04 October 2001 <br /> AGE-NC Project No 95-0109 <br /> Page 2 of 4 <br /> 2 2 COLLECTION OF GROUND WATER SAMPLES <br /> The depth to water was remeasured after purging to ensure a minimum of 80 per cent recharge of <br /> the initial water level in each well prior to sampling Water samples were collected from each purged <br /> well using disposable plastic bailers Immediately-upon retrieval, the samples were transferred into <br /> 40-ml EPA-approved VOA vials containing 0 5ml 18%hydrochloric acid as a sample preservative <br /> The samples were labeled, stored on ice, and transported in a clulled container, under chain-of <br /> custody,to McCampbell Analytical,Inc. (MAI),a State of CaliforruaDepartment ofHealth Services <br /> (DHS)-certified analytical laboratory All samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Methods 5030/8015M, <br /> • Volatile aromatic compounds - benzene, toluene, ethylbenzene and xylenes (BTEX) and <br /> methyl tertiary-butyl ether(MTBE) in accordance with EPA method 80201602, <br /> • Fuel additives - di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), MTBE, <br /> . tertiary-amyl methyl ether(TAME), tertiary butanol(TBA),ethylene dibromide(EDB) and <br /> 1,2-dichloroethane (1,2-DCA) in accordance with EPA Method 8260M <br /> 3.0. FUNDINGS <br /> Ground water elevation and flow direction were inferred from field data collected on 17 September <br /> 2001 The hydrocarbon-impact to ground water was assessed by laboratory analysis of the ground <br /> water samples <br /> 3 1 GROUND WATER GRADIENT AND DIRECTION <br /> The elevation of ground water in each well was calculated by subtracting the depth to ground water <br /> from the surveyed well casing elevations(Table 1) <br /> The depth to ground water ranged from 52.30 feet to 57 27 feet below the tops of the well casings <br /> Ground water elevations at the site ranged from 3 91 feet below mean sea level (MSL) in well <br /> MW-13 to 0 31 feet below MSL in well MW-5 Ground water elevations at the site decreased an <br /> average of 1 52 feet between the June 2001 and September 2001 sampling events Ground water <br /> levels were within the screened intervals of all the wells sampled <br /> Advanced GeoEnwronmental,Inc <br />
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