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2900 - Site Mitigation Program
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PR0518132
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Last modified
7/10/2019 8:09:04 PM
Creation date
7/10/2019 11:40:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0518132
PE
2960
FACILITY_ID
FA0013716
FACILITY_NAME
H & H MARINA
STREET_NUMBER
15135
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
06908021
CURRENT_STATUS
01
SITE_LOCATION
15135 EIGHT MILE RD
P_LOCATION
01
QC Status
Approved
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12 September 2003 <br /> AGE-NC Project No. 01-0865 <br /> Page 2 of 7 <br /> • Monitoring and maintenance; <br /> • Preparation of reports. <br /> Each of these tasks are discussed below in detail. <br /> 3.1. PERMITTING AND PRE-FIELD WORK ACTIVITIES <br /> Applicable site permits will be obtained from the San Joaquin County Public Works or State of <br /> California(i.e. sanitary sewer waste discharge,building, electrical, etc.)and from the San Joaquin <br /> County Environmental Health Department(EHD)(i.e.drilling/well installation permits).In addition, <br /> an update to the health and safety plan presently on-file will be prepared in accordance with <br /> Occupational Safety and Health Guidance Manual for Hazardous Waste Site Activities (National <br /> Institute for Occupational Safety and Health Administration, U.S. Coast Guard and U.S. <br /> Environmental Protection Agency, 1985).Priorto mobilization,all underground trenching areas will <br /> be clearly marked and a utility clearance obtained through Underground Service Alert. <br /> 3.2. INSTALLATION OF REMEDIATION PUMPS <br /> Based on the results of the AGE-prepared Ground Water Extraction Feasibility Test Report, dated <br /> 24 July 2003, the use of the existing extraction well EW-1 should be adequate to address interim <br /> remediation efforts in the `core' area of the dissolved petroleum hydrocarbon plume; results of the <br /> capture zone analysis are illustrated in Figure 3. <br /> AGE will install a dedicated, 3.5-inch diameter air-driven(pneumatic) submersible pump (model <br /> AP-4/BL) inside the existing extraction well EW-1. The pump will be designed to operate <br /> continuously at low flow rates ranging between 0 and 10 gallons per minute (GPM) or more. This <br /> pump can work in conjunction with the available 1.75-inch diameter air-driven pumps which fit in <br /> 2-inch wells, enabling the expansion of the extraction system at a later date utilizing existing <br /> monitoring wells, if required. The pump will also adjust its pumping rate to match the wells <br /> individual recharge rate,thereby providing a continuous cone of depression.Additional information <br /> for the proposed submersible pumps are provided in Appendix B. <br /> 3.3. INSTALLATION OF INTERIM REMEDIATION SYSTEM PIPING NETWORK <br /> A remediation system piping network will be installed underground in a 1-foot wide by 1.5-foot deep <br /> trench; the proposed trenching location is depicted in Figure 4; a cross sectional view of the trench <br /> Advanced GeoEnvironmental,Inc. <br />
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