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WORK PLANS_FILE 1
Environmental Health - Public
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WORK PLANS_FILE 1
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Last modified
1/24/2020 11:25:32 AM
Creation date
1/24/2020 11:10:40 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0545229
PE
3526
FACILITY_ID
FA0003903
FACILITY_NAME
TOSCO CORPORATION #31258
STREET_NUMBER
4707
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10816004
CURRENT_STATUS
02
SITE_LOCATION
4707 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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December 2, 1997 <br /> Page 3 <br /> The scope of work in this addendum is presented to comply with requests from <br /> PHS/EHD for submittal of a work plan addendum which addresses all of their concerns, <br /> as outlined above. <br /> SCOPE OF WORK <br /> Task I - Installation of Additional Groundwater Monitoring Wells <br /> On May 3, 1996, perimeter Monitoring Wells MW-3, MW-10, MW-l2, and MW-13 <br /> were abandoned at the request of the City of Stockton to accommodate widening of <br /> Pacific Avenue (Figure 1). The four wells will be replaced as described below, to <br /> comply with the PHS/EHD request. <br /> Task 1.1 - Prefield Activities. The four new wells will be placed as close as possible to <br /> their original locations. Discussions will be held with PHS/EHD, the City of Stockton, <br /> and private landowners to locate the wells in areas acceptable to all parties. All proper <br /> permits and access agreements will be obtained prior to well installations. Underground <br /> Service Alert (USA) will be notified 48 hours in advance of the scheduled work. <br /> Task 1.2 - Well Installations. The four wells will be installed using hollow-stem auger <br /> drilling equipment. The wells will be constructed of 2-inch diameter Schedule 40 polyvi- <br /> nyl chloride (PVC) well casing and 0.02-inch machine-slotted well screen. Each well <br /> will be installed to a depth of approximately 50 feet below ground surface (bus) with a <br /> screened interval from a depth of 30 to 50 feet bgs (depth to groundwater in nearby <br /> existing monitoring wells is 35 to 40 feet bgs). A sand pack, of 2/12 graded sand or its <br /> equivalent, will be placed from the bottom to approximately 1 foot above the screened <br /> interval. A minimum 2-foot bentonite seal will be placed above the sand pack, and a neat <br /> cement/bentonite slurry will be tremmied from the top of the bentonite seal to the <br /> surface. The wells will be completed using a surface vault and locking cap mechanism. <br /> All waste soils will be properly disposed of off site. <br /> Task 1.3 - Well Development. The newly installed wells will be developed by surging <br /> followed by bailing. During development„the clarity of the discharged water will be <br /> monitored.. When the groundwater becomes clear, the well will be considered developed <br /> and ready for sampling. <br /> Task 1.4 - Wellhead Survey. The elevation of each top of well casing will by surveyed <br /> to sea level datum by a California-licensed surveyor. The horizontal coordinates of the <br /> well will also be surveyed. <br /> Task 2 - Soil Investigation <br /> Original soil investigations by Resna Industries (Resna), found hydrocarbons concen- <br /> trated beneath the northern portion of the underground storage tank (UST) pit and'the <br /> 3111657A'•STOCK 1.DOC <br />
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