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ARCHIVED REPORTS XR0001625
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544513
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ARCHIVED REPORTS XR0001625
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Entry Properties
Last modified
6/14/2019 1:01:32 PM
Creation date
6/14/2019 10:44:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001625
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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EHD - Public
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I <br /> 1 ' A 1 <br /> 1' <br /> 7 October 2003 <br /> AGE-NC Project No 96-0235 <br />' Page 2 of 5 ' <br /> I <br /> i <br />' After recording water level measurements, each of the 24 wells was purged of standing water , <br /> utilizing a Waterra inertial pump or a dedicated disposable plastic bailer, between 5 25 and 60, <br /> gallons of water were removed from each of the wells (a minimum of 3 casing-water volumes per ; <br />' <br /> "column <br /> For the intermediate and deep wells, ground water was purged from near the top of the water <br /> column to remove water trapped within the non-screened interval of the well casings Ground water <br /> temperature,pH and conductivity were measured at regular purge-volume intervals using an Oakton r <br />' water analyzer Field sheets and data are included in Appendix A Purged water was stored on-site <br /> in labeled, 55-gallon DOT-approved drums <br /> I <br /> 1 <br /> 2 3 F Collection and Analysis of Ground Water Samples <br />' Water samples were collected from each purged well using new disposable plastic bailers after <br /> allowing the wells to achieve a minimum 80%recovery of the pre-purge water volume Each water <br /> sample was transferred into 40-m1 volatile organic analysis (VOA) vials containing 0 5 ml 18% <br />' hydrochloric acid as a sample preservative and into 1-liter amber bottles without preservative After <br /> collection, the samples were properly labeled, placed in a chilled container and transported under <br />' • chain-of-custody to Cal Tech Environmental Laboratories(CTEL),a State of California Department <br /> of Health Services (DHS)-certified analytical laboratory, and were analyzed for <br /> o Total petroleum hydrocarbons quantified as (TPH-g) and as diesel (TPH-d) in accordance ' <br /> with EPA Method 8015M, ' <br /> o Benzene,toluene,ethylbenzene and total xylenes(BTEX)andthe fuel additives di-isopropyl <br />' t ether(DIP E),ethyl tertiary-butyl ether(ETBE),methyl tertiary-butyl ether(MTBE),tertiary- <br /> amyl methyl ether (TAME), tertiary-butyl alcohol (TBA), methanol, ethanol, 1,2- <br /> dibromoethane (EDB) and 1,2-dichloroethane (1,2-DCA) in accordance with EPA <br /> Method 8260B ' <br /> i r PI <br /> 4 <br />' r 3.0 FINDINGS <br /> r 4� - <br />' The hydrocarbon-impact to ground water was quantified by laboratory analysis of the ground water <br /> samples Ground water elevation and gradient was determined by utilizing data collected from the <br /> fieldL <br /> i I <br /> i <br /> 3 11 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> • Depths to ground water ranged from 16 91 feet to 19 80 feet below the tops of the well casings, <br /> ground water was within the screened intervals of the shallow wells,but was approximately 112 feet <br /> Advanced Gen Environmental,Inc <br /> i <br /> 1 I I I <br /> I <br />
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