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2900 - Site Mitigation Program
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PR0505525
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Last modified
7/11/2019 10:04:27 PM
Creation date
7/11/2019 4:50:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505525
PE
2953
FACILITY_ID
FA0002387
FACILITY_NAME
KEYSTONE AUTOMOTIVE INDUSTRIES INC
STREET_NUMBER
632
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14907033
CURRENT_STATUS
02
SITE_LOCATION
632 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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08 November 2000 <br /> AGE-NC Project No. 95-0142 <br /> Page 3 of 9 <br /> ground water due to a reduction of the thickness of the impacted vadose zone and an increased <br /> thickness (approximately 55 feet) and volume of impacted soil and ground water in the saturated <br /> zone. The impacted soil is primarily fine grained, which may make the upward and lateral path of <br /> sparged air through the saturated zone unpredictable and stripped hydrocarbons potentially <br /> unrecoverable. Sparging at a depth sufficient to address all impacted ground water may actually <br /> cause lateral migration of the impacted ground water plume. The anticipated limited overall <br /> effectiveness and reliability of IAS technology to remediate impacted soil and ground water require <br /> a re-evaluation of the proposed method to remediate ground water and reduce the hydrocarbon mass. <br /> AGE recommends evaluation of ground water extraction as an alternative ground water remediation <br /> technique at the site. Ground water extraction should be evaluated for site-specific hydrogeologic <br /> conditions. Factors controlling effectiveness of ground water extraction are soil hydrogeologic <br /> properties, dissolved hydrocarbon mass distribution, and adsorption affinity of the hydrocarbons to <br /> the soil matrix. The soil at the site has a high percentage of fine-grained matrix and overall, the soil <br /> at the site is homogenous, mostly fine-grained, fostering a high adsorption capacity for the soil and <br /> low permeability limiting migration of dissolved hydrocarbons. On the other hand, the limited areal <br /> distribution of high concentrations of dissolved hydrocarbons near the source of the release favors <br /> a high potential for capturing the major portion of the dissolved hydrocarbons on the site. <br /> 2.4. REGIONAL GEOLOGICAL SETTING <br /> The site is situated within the Great Valley Geomorphic Province of California, a large, elongate <br /> northwest tending, asymmetric structural trough. The Great Valley Province has been filled with <br /> thick sequences of sediment ranging in age from Jurassic to Recent, creating a nearly flat lying <br /> alluvial plain extending from the Tehachapi Mountains in the south to the Klamath Mountains in the <br /> north. The western and eastern boundaries of this province are comprised of the California Coast <br /> Range and the Sierra Nevada, respectively. Rocks composing the basement complex of the province <br /> have not been completely defined but are believed to be of metamorphic and igneous origin. The <br /> Great Valley Province has been subdivided into two major divisions identified as the Sacramento <br /> and San Joaquin Valleys. <br /> The Modesto, Riverbank and Turlock Lake Formations and overlying Recent alluvium are the <br /> principal sources of domestic ground water in the 13,500-square mile San Joaquin Valley Ground <br /> Water Basin (Basin 5-22). This basin is drained primarily by the San Joaquin River. <br /> 2.5. GROUND WATER DEPTH AND FLOW DIRECTION <br /> Based on review of the Lines ofEqual Depth to Groundwater Spring 1999 map published by the San <br /> Advanced GeoEnvimnmental,Inc. <br />
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