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ARCHIVED REPORTS_XR0005036
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0507952
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ARCHIVED REPORTS_XR0005036
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Last modified
9/16/2020 1:07:27 AM
Creation date
3/17/2020 2:11:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005036
RECORD_ID
PR0507952
PE
2950
FACILITY_ID
FA0007846
FACILITY_NAME
OLYMPIAN CFN
STREET_NUMBER
983
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
22115006
CURRENT_STATUS
01
SITE_LOCATION
983 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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i 12 July 2001 <br /> AGE-NC Project No 98-0432 <br /> Page 4 of 10 <br /> 23 REGIONAL GEOLOGIC SETTING <br /> The property is situated within the Great Valley Geomorphic Province of California, a large, <br /> elongate, northwest trending, asymmetric structural trough The Great Valley Province has been <br /> filled with thick sequences of sediment ranging in age from Jurassic to Recent, creating a nearly <br /> flat-lying alluvial plain, extending from the Tehachapi Mountains in the south to the Klamath <br /> Mountains in the north The western and eastern boundaries of this province are comprised of the <br /> California Coast Range and the Sierra Nevada, respectively Rocks composing the basement <br /> complex of the province have not been completely defined but are believed to be metamorphic and <br /> igneous in origin The northern and southern portions of the Great Valley Province have been <br /> designated the Sacramento and San Joaquin Valleys, respectively <br /> Based on the General Soil Map from the San Joaquin County Soil Survey, published by the United <br /> States Department of Agriculture Soil Conservation Service in 1992,the site area is within the Delhi- <br /> Ventas-Tinnin(DVT) association The DVT soils are located within dunes, alluvial fans and stream <br /> terraces along the Stamslaus River, and generally consist of well drained coarse textured soils The <br /> soils are generally derived from both marine and non-marine sediment, and are generally formed in <br /> alluvium derived from granitic and mixed rock sources <br /> 2 4 GROUND WATER DEPTH AND GRADIENT <br /> The estimated depth to ground water at the site is between 15 and 20 feet below surface grade (bsg) <br /> based on information from Lines of Equal Depth of Water Wells Spring 1998, published by the San <br /> Joaquin County Flood Control District and Water Conservation District(SJCFCD) Based on review <br /> of a regional ground water elevation map published by the SJCFCD, the prevailing ground water <br /> flow direction in Manteca is generally toward the north, although flow directions may be both locally <br /> and seasonably variable Ground water is considered to be of beneficial use and is used for domestic, <br /> industrial and commercial purposes <br /> Depth to ground water was measured at approximately 16 feet bsg during the May ground water <br /> extraction pilot test, during the last monitoring event ground water flow direction was inferred <br /> towards the northwest at a gradient of 0 003 <br /> 3.0. SCOPE OF WORK <br /> Based on ground water sampling events and data collected during the site assessment investigations, <br /> • fuel component-impacted ground water appears to have migrated at least 100 feet north of the <br /> gasoline USTs formerly located on the site and vertically to depths of at least 50 feet bsg <br /> Advanced GeoEnvfronmental,ine <br />
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