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PR0009171
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Last modified
3/30/2020 11:48:42 AM
Creation date
3/30/2020 11:16:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0009171
PE
2960
FACILITY_ID
FA0004011
FACILITY_NAME
PORT OF STOCKTON-FUEL TERMINAL
STREET_NUMBER
0
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Ms. Devra Lewis • • Project 812717 <br /> April 9,2001 <br /> Page 2 of 4 <br /> Following approval of the workplan by the RWQCB, IT will schedule a licensed well driller and <br /> arrange for all materials and equipment needed to complete the proposed scope of work. IT will <br /> contact <br /> TASK 2- FIELD ACTIVITIES <br /> Task 2A - Exploratory Boring and Soil Sampling <br /> IT will supervise installation of groundwater monitoring wells at the seventeen proposed locations <br /> (see Figure 2) to provide long-term groundwater monitoring locations for assessment of potential <br /> plume migration. Borings will be drilled by a licensed California drilling contractor using air rotary <br /> casing hammer drilling methods. <br /> Proposed monitoring wells will be located adjacent to CPTs. If the well is proximal (within 50 <br /> feet) of the CPT profile location, additional logging will not be conducted. The proposed well <br /> designs are based upon the hydrogeologic and analytical data from the recently complete CPT and <br /> HydroPunch groundwater investigation. <br /> Exploratory borings will be drilled using air-rotary casing hammer drilling equipment to <br /> minimize potential for cross-contaminating deeper water bearing zones and to reduce the effects <br /> of flowing sand conditions encountered during previous drilling at this site. The casing hammer <br /> method utilizes a heavy wall metal casing, driven as the drill bit advances, to seal off the boring <br /> from the surrounding formation. Continuous samples are collected from cuttings and drilling <br /> fluids are not used. The soil samples will be field screened for the presence of volatile organic <br /> compounds using a photoicnization detector (PID). An IT geologist will prepare detailed boring <br /> logs based on samples and drilling return materials. Samples will be logged according to the <br /> Unified Soils Classification System. All work will be supervised by a Registered California <br /> Geologist and will conform to regulatory standards. <br /> All drill cuttings and excess soil samples will be stored temporarily in a soil bin. A composite <br /> sample will be collected from the soil cu ings and will be analyzed to determine an appropriate <br /> disposal method. <br /> Drilling equipment will be decontaminated by steam cleaning after each boring to reduce <br /> potential cross-contamination. All deco tamination water will be containerized and a sample <br /> will be analyzed to determine the appropriate disposal method. <br /> Task 2B - Groundwater Monitoring Well Installation <br /> The exploratory borings will be converted to 2-inch-diameter groundwater monitoring wells. <br /> Screen intervals of 10-feet in length will be used for deeper interval monitoring wells (B through D- <br /> Zone). Fifteen feet of casing will be installed in A-Zone wells to allow for seasonal water table <br /> fluctuations. A filter pack of Lonestar No. 3 (or equivalent) sand will be placed in the annular <br /> IT CORPORATION <br /> CA My DocumentsTrojectsTort of StocktonMell Install\workplan.doc <br /> Rev.0,4/9/01 <br />
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