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WORK PLANS FILE 1
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3500 - Local Oversight Program
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PR0544153
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WORK PLANS FILE 1
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Last modified
2/15/2019 9:25:00 AM
Creation date
2/15/2019 8:24:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0544153
PE
3528
FACILITY_ID
FA0006773
FACILITY_NAME
ARCO 02186
STREET_NUMBER
3212
Direction
N
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12532001
CURRENT_STATUS
02
SITE_LOCATION
3212 N CALIFORNIA ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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y <br /> j <br /> UM <br /> 5 <br /> Ms. Vickie McCartney,REHS Page 3 <br /> San Joaquin County Environmental Health Department <br /> February 13,2004 <br /> Site Geology and Hydrogeology <br /> The site is located in the northern portion of the San Joaquin Valley. The San Joaquin Valley is part of <br /> the Great Valley Geomorphic Province. The San Joaquin Valley is a major California groundwater <br /> basin bordered by the Sacramento Valley and Sacramento-San Joaquin River Delta complex to the <br /> north-northwest, the Sierra Nevada Mountain Range to the east, the Coast Ranges to the west, and the ' <br /> Tehachapi Mountains to the south. The elevation of the site is approximately 15 feet above mean sea <br /> level. <br /> Based on observations during past drilling activities,the site is underlain primarily by silt with inter- <br /> bedded clay to a depth of approximately 25 feet below ground surface(bgs). The silt zone is underlain <br /> by a sand zone composed of sand and silty sand in.the depth interval from approximately 25 to 35 feet <br /> bgs. A second silty zone underlies the first sand zone in the depth interval from approximately 35 to 45 <br /> feet bgs. A second sand zone is present from approximately 45 to 60 feet bgs. The second sand zone is <br /> underlain by silt in the depth interval from approximately 60 to 70 feet bgs. A.third sand zone is present <br /> from approximately 70 feet bgs to the total depth explored at approximately 75 feet bgs. <br /> Depth-to-water measurements at the site have ranged from approximately 34 to 59 feet bgs. Historic <br /> data show groundwater flow direction and hydraulic gradient to be variable. The direction of flow and <br /> gradient change between sampling intervals. The dominant direction of groundwater flow is to the east- <br /> northeast. Groundwater monitoring data are summarized in Table 1. <br /> SCOPE OF WORK <br /> URS proposes to install one deep groundwater monitoring well, one soil vapor extraction well, and 10 <br /> air sparging wells to monitor for the presence of petroleum hydrocarbons in deep groundwater and to <br /> remediate petroleum-hydrocarbon-impacted soil and groundwater beneath the site. The well locations <br /> were selected based on historic groundwater monitoring results summarized in the URS Fourth Quarter <br /> 2003 Quarterly Groundwater Monitoring Report, dated February 5, 2004, and soil analytical results <br /> summarized in the URS Corrective Action Plan, dated September 19, 2003. <br /> The sections that follow include discussion of permitting, drilling, sample collection, well construction, <br /> and report preparation. A site-specific health and safety plan (HASP) will be prepared and will be <br /> available on site during field activities. <br /> K:1WprocessV5 BP ARCD10218612186 WP 04.doe <br />
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