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2900 - Site Mitigation Program
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PR0506101
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Last modified
4/3/2020 1:46:27 PM
Creation date
4/3/2020 1:40:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506101
PE
2960
FACILITY_ID
FA0007202
FACILITY_NAME
CARGILL MOLASSES
STREET_NUMBER
0
STREET_NAME
PORT
STREET_TYPE
RD
City
STOCKTON
Zip
95201
CURRENT_STATUS
02
SITE_LOCATION
PORT RD 8
P_LOCATION
99
QC Status
Approved
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EHD - Public
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w.. .-s' <br /> Work Plan for Installation of <br /> Monitoring Wells(CW-01,CW-02,and CW-03) <br /> Cargill,Port Road No.8 Facility,Stockton,CA <br /> Sierra-Pacific Project No.95-128.04 <br /> (CV-RWQCB). A well drilling permit will be obtained from the San Joaquin County <br /> Environmental Health Department (County). Planning and project management will result in <br /> completion of the installations in strict compliance with State and San Joaquin County <br /> regulations. <br /> 3.2 Drilling and Logging <br /> A truck-mounted, 8-inch, hollow-stem auger will be used to drill the monitoring wells. The soil <br /> borings will be logged and the soils described in accordance with the Unified Soil Classification <br /> System (USCS). One or two brass-tube impact samples will be taken for reference purposes. <br /> Potable tap water will be used to hydrate bentonite, mix Portland cement concrete, and wash <br /> sampling tools. Cuttings from the well boring are expected to be essentially free of nitrogen- <br /> rich feed products. Regardless, drilling tools will be cleaned before being removed from the <br /> site. Auger cuttings will be placed in low areas at the site. Decontamination rinsates will be <br /> placed in a waste water sump and will be staged for disposal. <br /> The City of Stockton has authorized the discharge of non-hazardous well water to the sewer <br /> system, provided that metals and nitrates fall within established parameters. Field experience <br /> has shown that batches of rinsate from cleaning sampling tools at the site typically contain less <br /> than 20 mg//l ammonium (NH4) and traces of nitrate (NO3). <br /> 3.3 Well Installations and Development <br /> The monitoring wells will be constructed using flush-threaded sections of 2-inch (diameter) <br /> polyvinyl-chloride (PVC) Schedule 40 casing. Flush-threaded PVC end-caps will be placed at <br /> the bottom of the well casing. PVC well screens, with 0.010-inch wide screen slots, will be <br /> placed from 5.0 to 20.0 feet bgs. The top of the screened interval will be above the highest <br /> observed west-area water level, yet deep enough to allow proper sealing and wellhead <br /> placement. <br /> Sierra-Pacific Groundwater Consultants, Inc. 2 <br />
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