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2900 - Site Mitigation Program
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PR0008999
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Last modified
6/15/2020 3:09:55 PM
Creation date
6/15/2020 3:01:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0008999
PE
2960
FACILITY_ID
FA0004519
FACILITY_NAME
UNOCAL/CERT
STREET_NUMBER
2130
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
2130 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Work Plan For Monitoring Well(MW-8)Installation <br /> 2130 West Washington Street Facility <br /> Stockton,California <br /> Sierra-Pacific Project No.95-119.02 <br /> have low levels of nitrogen because the new well is being placed in a peripheral area. Rinsates <br /> and purge water will be discharged to the sanitary sewer. <br /> v., 3.3 Well Installation and Development <br /> The monitoring well will be constructed using flush-threaded sections of 2-inch (diameter) <br /> polyvinyl-chloride (PVC-Schedule 40) casing. A flush-threaded PVC end-cap will be placed at <br /> the bottom of the well casing. PVC well screens, with 0.010 screen slots, will be placed within <br /> --- a 15-foot interval, from 5.0 to 20.0 feet bgs. Water-level measurements indicate that the <br /> saturated zone fluctuates from 8.9 to 15.8 feet bgs. The top of the screened interval will be <br /> above the highest observed west-area water level, yet deep enough to allow proper sealing and <br /> wellhead placement. <br /> Unconsolidated sediment present within the uppermost saturated zone,5 to 20 feet bgs, consists <br /> largely of poorly-graded, silty-sand with traces of smectite clay(USCS, SM). A medium-grained <br /> filter sand will be used to pack the well screens (RMC Lonestar #2-12 or equivalent product). <br /> It is anticipated that at least 95 percent of the filter pack will be retained by the 0.010 slotted <br /> screens. Adjustments to the well design, screen size selection, and filter sand application may <br /> be made in the field if subsurface information indicates a need to modify this plan. <br /> The monitoring well will be gently surged to consolidate the filter pack before placing the <br /> bentonite seal. Additional sand will be placed in the well to allow for settlement and wash-out. <br /> The filter pack will be followed with three feet of Enviroplug bentonite chips. The remaining <br /> two feet of open boring will then be filled with Portland cement concrete. A schematic drawing <br /> of the well design is shown on Figure 4. The well will be completed by installing a three-foot, <br /> 6-inch-diameter, steel, stand-pipe in Portland cement concrete. The stand-pipe, and an <br /> expansible two-inch-diameter stopper-plug,will be locked to reduce the likelihood of vandalism. <br /> -� Sierra-Pacific Groundwater Consultants 3 <br />
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