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ARCHIVED REPORTS XR0004678
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 XR0004678
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Last modified
5/7/2019 9:19:05 AM
Creation date
5/7/2019 8:36:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004678
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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{ <br /> 1 <br /> 1 <br /> 13 April 1998 <br /> AGE-NC Project No 95-0144 " <br /> Page 2 of 4 <br /> container, under chain-of-custody, to McCampbell Analytical, Inc (MAI) in Pacheco California k <br /> The samples were analyzed for total petroleum hydrocarbons quantified as gasoline (TPH-g), diesel <br /> (TPH-d), and motor oil (TPH-mo) in accordance with EPA Method 8015 modified for each <br /> ' hydrocaibon range, for volatile aromatic compounds (benzene, toluene, ethylbenzene and xylenes, <br /> BTE&X)in accordance with EPA Method 602, and for volatile organic compounds with oxygenated <br /> compounds in accordance with EPA Method 8260 <br /> , 1 <br /> 30 FINDINGS <br /> ' 3 1 RELATIVE GROUND WATER ELEVATION AND GRADIENT <br /> The relative elevation of ground water in each well was calculated by subtiacting the depth to water <br /> from the surveyed casing elevation (Table 1) Ground water elevation increased an average of 3 49 <br /> feet between November 1997 and February 1998 The approximate hydraulic gradient for the current' <br /> ' monitoring period was calculated to be 0 010 ft/ft with a northerly flow direction Ground water N <br /> elevation contours derived from data collected on 04 Febivary 1998 are depicted in Figuie 3 Ground <br /> water was between four and six feet above the screened interval in monitoring wells MW-I MW-2, <br /> '• MW-4, MW-5 and MW-8 Ground water was approximately one foot above the screened interval <br /> in MW-11, MW-l2, MW-13 and MW-18 " <br /> 1 <br /> 3 2 ANALYTICAL RESULTS OF WATER SAMPLES <br /> , <br /> During the February I998 monitoring, TPH-g was detected in monitoring well MW-1 at a <br /> concentiation of 450 parts per billion (ppb, repotted as micrograms per litei),,TPH-d was detected <br /> m vel Is MN's-1 MW-4 and M%V-12 at concentrations ranging from 61 ppb to 200 ppb TPH-mo was <br /> not detected in samples collected during the Februaiy 1998 monitoring event <br /> 1 <br /> 1 <br /> ' BTE&X were detected in the sample collected from MW-I at concentrations of 4 0 ppb, 6 0 ppb, <br /> 17 ppb and 120 ppb, respectnely BTE&X were not detected in the remainin, samples collected <br /> Chloroform was detected to the samples collected from MW-8, MW-1 1, MW-I2 and MW-13 at <br /> concentration ranging from 1 I ppb to 9 0 ppb Seven volatile organic compounds were detected.in <br /> the sample from MW-I at concentrations ranging from 1 4 ppb to 39 ppb Bromodichloromethane ; <br /> ' was detected in MW-I I and NNW-12 at concentrations of 1 1 ppb and 1 0 ppb, respectively Sec- , <br /> butyl benzene and p-isoprop)]benzene were detected in MW-13 at concentrations of 1 7 ppb and 1 2 <br /> ppb respectively Oxygenated compounds «rete notrdetected in any ground water samples collected <br /> at the site , <br /> I <br /> Arhanced GtoEn1 ironmcntat,ine <br /> i <br /> n , 1 <br />
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