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ARCHIVED REPORTS XR0001691
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2900 - Site Mitigation Program
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PR0522479
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ARCHIVED REPORTS XR0001691
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Entry Properties
Last modified
5/17/2019 2:55:22 PM
Creation date
5/17/2019 2:26:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001691
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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r . <br /> • 14 September 2001 <br /> AGE-NC Project No 95-0109 <br /> IPage 8 of 9 <br /> to settle on the filter pack The bentonite chips will be hydrated using five gallons of water The <br /> bentonite chips will be allowed to hydrate for a minimum of one-half hour prior to grouting <br />' The remaining annular space above the bentonite seal will be filled to within one foot of the ground <br /> surface with a cement grout The grout mixture will consist of Type UII portland neat cement and <br /> not more than 6 gallons ofwater per 94-pound sack of cement The grout will be placed by pumping <br /> through tremmie pipe The PHS-EHD will be notified for grout inspection at least 48 hours prior to <br /> conducting grouting procedures A typical monitoring well diagram is illustrated on Figure 6 <br /> 4 5 WELL DEVELOPMENT AND SURVEY <br /> iDevelopment will consist of a combination of bailing to remove the major portion of fine-grained <br /> sediment from inside the well, surging,to flush out or draw in sediment from the filter pack, and <br /> additional bailing to finish the removal of sediment Development activities will be continued until <br /> field parameter (pH, electrical conductivity, and temperature) readings have stabilized Purged <br /> ground water will be containenzed in properly labeled DOT-approved model 17H 55-gallon drums <br /> • and stored on-site Additionally, each well-head elevation and well location will be surveyed by a <br /> California-licensed surveyor relative to the closest San Joaquin County or City of Lodi benchmark <br /> 46 GROUNDWATER SAMPLING PROCEDURES <br /> w Ground water sample collection-will be performed in accordance with the guidelines established by <br /> San Joaquin County PHS-EHD for sampling ground water monitoring wells <br />■ 4 6 1 Static Water Level Measurements , <br /> Before purging and sampling during ground water monitoring events, static water level will be N <br /> measured using an electric water level indicator Water level data will be recorded to the nearest _ <br /> 0 01- foot from a reference point marked of the top of the PVC well casing Water level and the time <br /> of the measurement will be recorded on a field log Before and after each use, the measurement <br /> device will be rinsed with water <br /> 4 6 2 Well Evacuation <br /> Subsequent to measurement of depth to water and prior to sampling, the well will be purged using <br /> a submersible pump `or a disposable bailer to ensure`that the sample is representative of the <br /> formation,rather than water,standing in the well casing The well will be purged until 1)a minimum <br /> r <br /> 5 <br /> Advanced GeoEnwronmental,Inc <br /> r i <br /> c <br />
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