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ARCHIVED REPORTS_XR0008350
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0522786
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ARCHIVED REPORTS_XR0008350
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Last modified
6/30/2020 3:02:08 PM
Creation date
6/30/2020 1:59:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008350
RECORD_ID
PR0522786
PE
2950
FACILITY_ID
FA0015536
FACILITY_NAME
ARROYOS SMOG SHOP
STREET_NUMBER
3012
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14313024
CURRENT_STATUS
01
SITE_LOCATION
3012 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I <br /> 27 October 2006 <br /> AGE-NC Project No 04-1168 <br /> IPage 2 of 4 <br />' • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Methods 8015M, <br /> • Benzene,toluene, ethylbenzene and total xylenes (BTEX) in accordance with EPA Method <br /> I8260B, and <br /> • Fuel additives di-Isopropyl ether(DIPE), ethyl tertiary-butyl ether(ETBE),methyl tertiary- <br /> butyl. ether (MTBE), tertiary-amyl methyl ether (TAME), tertiary butanol (TBA), <br /> 1,2-dichloroethane (1,2-DCA) and ethylene dibromide (EDB) in accordance with EPA <br /> Method 8260B <br />' 23 NON-HAZARDOUS WASTE DISPOSAL <br /> On 31 August 2005, Slaby Environmental, Inc of Borrego Springs, California manifested and <br /> transported 18 drums of non-hazardous soil cuttings, weighing 8,136 pounds, to L&D Landfill <br /> located at 8635 Fruitridge Road, Sacramento, California for disposal The Non-hazardous Waste <br /> Manifest is provided in Appendix E <br /> 3.0. FINDINGS <br /> Ground water elevation, flow direction, and gradient were determined from field data The <br /> contaminant impact to ground water was quantified from laboratory analytical data <br /> I <br /> 31 GROUND WATER GRADIENT AND FLOW DIRECTION <br />' At the time of the November 2005 sampling event, depths to ground water ranged from 57 76 <br /> (MW-2)to 58 64 feet(MW-3)below the tops of the well casings Ground water elevations at the site <br />' averaged approximately 33 82 feet below MSL (Table 1) During this monitoring event,the ground <br /> water levels in wells MW-I through MW-3 were below the tops of the well screens, indicating that <br /> Ithe wells are properly screened and representative of shallow ground water conditions <br /> Ground water flow was inferred to be flowing towards the southwest under an average hydraulic <br /> gradient of approximately 0 014 foot/foot (ft/ft) Figure 3 illustrates the contoured ground water <br /> elevations as measured on 04 November 2005 <br /> I <br /> Advanced GeoEnvironmentai,Inc <br />
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