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3500 - Local Oversight Program
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PR0545688
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Last modified
5/21/2020 11:31:03 AM
Creation date
5/21/2020 9:43:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545688
PE
3528
FACILITY_ID
FA0003634
FACILITY_NAME
CANTEEN CORPORATION
STREET_NUMBER
1500
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14326008
CURRENT_STATUS
02
SITE_LOCATION
1500 N SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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x <br /> j, FQR P <br /> BORINGS: <br /> AES is proposing to install two monitor wells and four soil borings. The first monitor well (MW- <br /> 13D)will be installed to a total depth of 120 feet,and the second(MW-13)to a total depth of 46 feet. <br /> The four soil borings will be drilled to a total depth of approximately 120 feet. The monitor wells will <br /> be constructed with a two(2)inch diameter PVC well casing. The two (2) inch diameter 0.010" slot <br /> PVC screen will be twenty(20) feet in length in the 46 foot monitor well (the twenty feet of screen <br /> +, will allow for water fluctuations)and five(5)feet in the 120 foot monitor well (the five foot interval <br /> will be set across the most permeable contaminated zone). A filter pack of sand will be placed from <br /> the bottom of the well screen to two(2)feet above the top of each well screen. A two(2)foot thick <br /> seal of coated bentonite will be placed immediately above the sand pack interval. The remainder of <br /> i the annulus will be filled to the surface with grout. The grout will be pumped into place using a <br /> "tremie"pipe. There will be no less than five(5)gallons and no more than ten (10)gallons of water <br /> per ninety-four (94) pounds of cement. The surface of the two monitor wells will be fitted with a <br /> precast vault thoroughly grouted in place;.the two monitor wells will be equipped with traffic rated, <br /> water tight utility manholes, including air tight locking cap with lock. The proposed locations are <br /> shown on Figure 1. <br /> Surface locations and well head elevations of each well will be determined by a licensed surveyor. <br /> Soil samples will be collected at five-foot intervals from the borings, and field screened for <br /> hydrocarbons. PHS-EHD will select which soil samples collected will be submitted to a California <br /> Department of Health Services approved laboratory for analysis. As referenced in the September 25, <br /> 1997 memo published by the Public Health Services San Joaquin County Environmental Health <br /> Services the soil sampling parameters for MW13-D will include Benzene, Toluene, Ethyl-Benzene, <br /> and Total Xylenes (BTEX) by EPA Method(8020); Total Petroleum Hydrocarbons Gasoline Range <br /> Organics (TPHg) by EPA Method (8015); D14sopropyl Ether (RIPE), Ethyl-Tertiary Butyl Ether <br /> (ETBE),Methyl-Tertiary Butyl Ether(MTBE), Tertiary-Amyl Methyl Ether(TAME), and Tertiary- <br /> Butanol by EPA Method 8260 (Oxygenates);Methanol and Ethanol.. All other soil samples will be <br /> analyze for MTBE and BTEX by EPA Method 8020. Additional samples may be submitted to <br /> confirm positive results. <br /> Groundwater samples will be collected from the monitor wells and submitted! to an appropriate <br /> California lab for analysis. The water sampling parameters will include BTEX(8021),TPHg(8015), <br /> and Oxygenates(8260). <br /> Drill cuttings, decon water,and purge water will be temporarily stored on location pending results of <br /> laboratory analyses. The drill cuttings and waste water will be transported and disposed of according <br /> to all local, state,and federal regulations. <br /> Upon completion of the work, and analysis of laboratory results and other data, a report will be <br /> prepared and submitted.to the County EHD for review& response. <br />
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