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2900 - Site Mitigation Program
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PR0009229
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Last modified
6/27/2020 8:05:45 AM
Creation date
6/26/2020 5:02:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009229
PE
2960
FACILITY_ID
FA0004047
FACILITY_NAME
STOCKTON ARMY AIR SUPPORT FAC
STREET_NUMBER
2000
STREET_NAME
STIMSON
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17726004
CURRENT_STATUS
01
SITE_LOCATION
2000 STIMSON ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1.0 INTRODUCTION <br /> Versar,Incorporated (Versar), on behalf of the Sacramento District Corps of Engineers (SD- <br /> COE) and the California Army National Guard (CARNG), has prepared this work plan for a <br /> Preliminary Assessment/ Site Investigation Update(PA/SI Update) at the Stockton California <br /> Army National Guard Complex in Stockton, California(Site). The PA/SI Update is being <br /> performed to address residual environmental issues identified at the Site in the PA/SI report <br /> prepared by Versar on behalf of the CARNG in May 2000. <br /> The Site is divided into four divisions: 1) the Army Aviation and Support Facility(AASF); 2)the <br /> Combined Support and Maintenance Shop (CSMS); 3)the Operation and Maintenance Shop <br /> (OMS); and 4) the Armory. Environmental concerns were not identified at the Armory. <br /> Versar's 2000 PA/SI identified residual petroleum hydrocarbons in soil at two locations at the <br /> OMS and one location at the CSMS. Buried objects in the vehicle storage area east of the CSMS <br /> were also investigated. In the PA/SI Update,the petroleum hydrocarbons in soil at the OMS and <br /> CSMS will be further investigated, the buried objects east of the CSMS will be excavated and <br /> secured on Site, a recent fuel spill will be assessed at the AASF, and three monitoring wells at <br /> the AASF will be sampled. <br /> 1.1 SCOPE OF WORK <br /> The objective of the proposed work is to collect Site-specific information necessary for the <br /> evaluation of the residual and new areas of concern at the AASF, CSMS, and OMS. To meet <br /> this objective, soil borings will be drilled, soil and grab-groundwater samples collected and <br /> submitted for chemical analysis. Three existing groundwater monitoring wells will be sampled <br /> to evaluate groundwater conditions in the area of five former underground storage tanks (USTs). <br /> In addition, two areas of pavement upwelling will be excavated, and the reason for the upwelling <br /> identified and mitigated. A detailed discussion of the investigation activities is included in <br /> Section 3.0, Site Investigation. <br /> 1.2 GEOLOGY <br /> The Site is located in the central portion of the Sacramento Valley. The Sacramento Valley is <br /> composed of unconsolidated Quaternary sediments from alluvial and lake deposits. This <br /> alluvium is the result of the erosion of the foothills of the Sierra Nevada mountains to the east. <br /> The Sierras are composed of a wide variety of rocks, including granitic, metamorphic, and <br /> volcanic rocks, which range considerably in age and composition. To the west of the <br /> Sacramento Valley are the Coast Ranges which consist of the Franciscan Complex of <br /> sedimentary and metamorphic rocks. Structurally significant is the Stockton Fault which trends <br /> northeast-southwest and is located within Stockton city limits, and the north trending Midland <br /> Fault Zone which is located approximately 25 miles northwest of the Site. <br /> The soils beneath the AASF, characterized during drilling in February 1993 (Wallace-Kuhl), <br /> consisted of fine sands and silt/sand mixtures to approximately 50 feet below ground surface <br /> 1 <br /> 3027-03/104700.4766.230/NL23'03 <br />
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