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2900 - Site Mitigation Program
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PR0009016
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Last modified
6/17/2020 1:55:20 PM
Creation date
6/17/2020 11:34:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009016
PE
2959
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
01
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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1 <br /> ' 11 September 2001 <br /> AGE-NC Project No. 98-0466 <br /> ' Page 2 of 24 <br /> ' 2.2. GEOLOGY AND HYDROGEOLOGY <br /> The property is situated within the Great Valley Geomorphic Provi cc of California, a large, <br /> elongate, northwest trending, asymmetric structural trough. The Grea Valley Province has been <br /> ' filled to its present elevation with thick sequences of sediment ranging in age from Jurassic to <br /> Recent, creating a nearly flat-lying alluvial plain extending from the Tehachapi Mountains in the <br /> ' south to the Klamath Mountains in the north. The western and eastern boundaries of this province <br /> are comprised of the California Coast Range and the Siena Nevada,respectively.Rocks composing <br /> the basement complex of the province have not been completely defined but are believed to be of <br /> ' metamorphic and igneous origin.The Great Valley Province is subdivided into two major divisions <br /> designated the Sacramento and San Joaquin Valleys. <br /> ' The Modesto, Riverbank and Turlock Lake Formations and overlying, Recent alluvium are the <br /> principal source of domestic ground water in the 13,500-square-mile San Joaquin Valley Ground <br /> Water Basin (Basin 5-22). <br /> ' Boring logs from a number of soil borings on the site show the soil profile to consist roughly of a <br /> 50-50 mixture of coarse grained (Silty sand to poorly graded sand) d fine grained soil (clay to <br /> ' sandy silt)textures from surface to as much as 50 feet below surface grade(bsg). The soil types vary <br /> laterally and with depth and do not exhibit significant lateral continuity. <br /> ' Ground water is being monitored for a diesel release via seven groundwater monitoring wells on <br /> the extreme southern portion of the site (Figure 3) by Dames & Moore (D&M) on behalf of <br /> American Forest Products Company.Ground water occurred at approximately 35 feet below surface <br /> grade in March 1999, and was flowing toward the northeast (D&M, April 1999, Quarterly <br /> Groundwater Monitoring Report-March 1999). The Dames &Moore report shows the historical <br /> ' local ground water flow direction generally northward,varying from we t-northwest(297°)to east- <br /> southeast(103°). <br /> ' Ground water is considered to be of beneficial use and is used fordomestic, industrial and <br /> commercial uses. The nearest surface water feature in the vicinity of fle property is the Calaveras <br /> River, located approximately 3,300 feet north of the site. <br /> 2.3. SITE HISTORY <br /> ' Information on the site history was developed through review of various reports by Kleinfelder and <br /> D&M,discussions with Mr. Glen Gallup of AM&M,file reviews at the San Joaquin County Public <br /> ' Health Services-Environmental Health Division(PHS-EHD)and RWQCB, and review of various <br /> documents supplied by AM&M. The site was operated by American Forest Products Company <br /> Advanced GeoEnvironmental,Inc. <br />
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