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2900 - Site Mitigation Program
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PR0516611
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Last modified
1/15/2020 4:25:24 PM
Creation date
1/15/2020 4:17:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516611
PE
2965
FACILITY_ID
FA0012706
FACILITY_NAME
BEAR CREEK WINERY
STREET_NUMBER
11900
Direction
N
STREET_NAME
FURRY
STREET_TYPE
RD
City
LODI
Zip
95240
APN
06116026
CURRENT_STATUS
01
SITE_LOCATION
11900 N FURRY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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ASE <br /> Bear Creek Winery ... m�E <br /> I.G4 San Joaquin Co. <br /> Monitoring Well Installation Proposal <br /> Health and Safety Plan <br /> Upon arrival at the site,each member of the drilling team will be given a local map on <br /> which the route to Lodi Memorial Hospital is clearly marked. The route will also be <br /> described verbally to each person. A cell telephone will be present at the drilling site for <br /> the duration of activities there. <br /> B. Drilling Details <br /> Hollow-flight augers(nominal 10"OD,4 7/8"ID)will be used to drill. Logging will be <br /> accomplished from continuous cores taken through the interior of the augers. The <br /> expected total depth is 40 to 50 feet. <br /> C. Monitoring Well Design <br /> The proposed design of the wells is shown on Figure 2. The screened intervals of the <br /> wells will cover the first saturated interval. They will not begin less than 10 feet beneath <br /> the existing ground surface. They will not bridge two apparently separate hydrologic <br /> units. They will be long enough so that they we can reasonably expect them to intersect <br /> water even during low water table conditions. During high water table conditions,the <br /> water table is likely to be higher than the top of the perforated interval. <br /> The sand pack and screen size will be as shown on the figure(0:020"slots,Number 3 <br /> sand) if the water-bearing stratum targeted is medium sand or coarser. If the screen needs <br /> to be placed in fine or silty sand, 0.010" slots will be used Threaded casing will be used <br /> throughout. Bentonite added to the grout mix will be at least 3 percent by weight but less <br /> than 5 percent to assure the grout will not shrink excessively. All grout will be placed <br /> with a tremie pipe. <br /> D Well Development <br /> Development of the wells will not occur until more than 24 hours after the grout has been <br /> placed. The wells will be developed by alternately swabbing and pumping with a 0.5 hp <br /> submersible pump. The procedure will continue until the turbidity of water delivered by <br /> the pump after three casing-volumes have been purged is less than 5 NTU. The <br /> development water will be placed in the adjacent infiltration area <br /> E. Surveying <br /> A licensed land surveyor will be hired to measure the elevations(to within 0.01 foot)of <br /> the tops of the plastic casings and to locate them(to within I foot)on a rational <br /> coordinate system. <br /> G. Well Sampling <br /> The wells will be sampled for the first time at least 48 hours after completing the <br /> development. The wells will be purged of casing volumes using a 24-volt submersible <br /> pump. The purge water will continuously pass through a measuring cell and the pH,EC, <br /> and Temperature will be recorded at intervals. The pump carries a disposable <br /> 2 <br />
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