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2900 - Site Mitigation Program
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PR0536304
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Last modified
5/8/2020 3:48:53 PM
Creation date
5/8/2020 3:28:25 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0536304
PE
2950
FACILITY_ID
FA0020864
FACILITY_NAME
C & C AUTO REPAIR
STREET_NUMBER
8700
STREET_NAME
THORNTON
STREET_TYPE
RD
City
STOCKTON
Zip
95209
APN
07242015
CURRENT_STATUS
01
SITE_LOCATION
8700 THORNTON RD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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• • <br /> Work Plan for Septic Dralnfield Investigation March 7,2013 <br /> 8700 Thornton Rd. Project No.1091 <br /> Stockton,California Page 2 <br /> excavation and approximately 20 cubic yards of hydrocarbon contaminated soil was excavated <br /> on December 6 and 7, 2012. The soil was analyzed for acceptance to the landfill. The profile <br /> was accepted and the soil was transported to the Potrero Hills landfill near Fairfield, California <br /> on January 18, 2013. The permit for the removal of the septic tank from SJCEH is included as <br /> Appendix A. The laboratory report for the soil analyses is included in Appendix B. The non- <br /> hazardous waste manifest documenting the soil disposal is provided as Appendix C. The <br /> hazardous waste tank closure certificate documenting the cleaning of the septic tank is <br /> provided as Appendix D. The non-hazardous waste manifest for the septic tank documenting <br /> disposal at the Potrero Hills landfill is provided as Appendix E. <br /> The excavation was backfilled with clean imported backfill and a new concrete slab was poured <br /> to match the surrounding conditions and grades. <br /> The purpose of this work plan is to describe methods and procedures for locating the extent <br /> and configuration of the septic drainfield and to determine if contaminants have affected soils <br /> in the vicinity of the drainfield. <br /> Geology and Hydrogeology <br /> Based on lithologic data collected from the nearby Former Circle K Store located at 8606 <br /> Thornton Road, soils are comprised of clay, sandy silt and fine to medium grained sand. <br /> Groundwater was first encountered in this permeable layer. Groundwater is encountered at <br /> depths ranging from 28 feet bgs to 37 feet bgs. The depths vary based on the season with the <br /> highest elevations occurring during the wet winter months and the lowest elevations occurring <br /> in the dry autumn months. <br /> SCOPE OF WORK <br /> The following sections describe methodologies and procedures for locating and sampling soils <br /> in the drainfield. <br /> Boring Permit and Buried Utility Location <br /> Prior to conducting fieldwork, CES will obtain a soil boring permit from the SJCEH. CES will <br /> contract with a C-57 licensed driller to advance the soil borings. CES will mark the general <br /> location of the borings in the field with white paint and USA Alert will be contacted to identify <br /> any buried public utilities within the site investigation area. If the drainfield is determined to <br /> extend offsite, site access to the adjacent property will be negotiated with the offsite property <br /> owner. <br />
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