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ARCHIVED REPORTS_XR0007388 CASE 1
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ARCHIVED REPORTS_XR0007388 CASE 1
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Last modified
10/8/2020 10:15:51 PM
Creation date
6/9/2020 10:23:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007388 CASE 1
RECORD_ID
PR0545768
PE
3528
FACILITY_ID
FA0003881
FACILITY_NAME
GENERAL MILLS
STREET_NUMBER
2000
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95242
APN
02903013
CURRENT_STATUS
02
SITE_LOCATION
2000 W TURNER RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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KLEINFELDER <br /> • The screen length is reduced if an aquitard with a minimum thickness of 5 feet is <br /> encountered If an apparent aquitard is encountered, <br /> athe well is usually cross <br /> iInf-i confined aquifer <br /> into the aquitard Effort is made not to screencross two aquifers <br /> conditions or high vadose zone contamination dwaterountere , the well screen is Wells are usually not set unuareas of <br /> ally not <br /> set above the depth of first encountered group <br /> suspected significant soil contamination <br /> • The PVC pipe and end caps are steam cleaned prior to installation <br /> The annular space between the screen and the wall of the boring is backfilled with the <br /> appropriate clean sand to approximately 2 feet above the top of the perforated sections <br /> Based on soil logs or a sieve test, modifications may be made <br /> tremm ed,iugingnl an watersize of <br /> to be <br /> used Installation of the sand may require that the s <br /> A 3- to 5-foot bentonite plug is placed above the sand pack <br /> ttopnfilt ate into lheagainst <br /> watersurface <br /> water infiltration and to reduce the potential for cement grout <br /> The remaining annular space is filled to the surface with cement/bentonite grout <br /> The wells are secured in an aboveground or underground set locking <br /> fl�sh tostovepipe <br /> ground surface wehen <br /> ads <br /> may be enclosed in a water tight cement utility <br /> located in a traffic area <br /> A-3.2 Monitoring Well Develo merit <br /> The wells are developed to reduce the effects of drilling on the formation and to increase the <br /> effective hydraulic radius of the wells <br /> Monitoring wells are generally developed 24 to 48 hours after installation to allow the grout to <br /> set Each well is first sampled with a clear disposable bailer to visually inspect for a hydrocarbon <br /> layer or sheen If no product layer or sheen is observed on the water, the well is developed by <br /> surging, pumping, or bailing Surging along the filter screened and the well,tared to he well <br /> sand pack <br /> performed to <br /> draw the sediment from the formation into the filt p <br /> Development continues until the discharge runs relatively clear of fines Approximately 5 to 10 <br /> well volumes are generally removed from each monitoring well Discharge water is stored in 55- <br /> gallon drums and left on site for later discharge ordisposal <br /> number and he iancontactdepending <br /> per on andophone <br /> ratory <br /> results The drums are labeled with the date, w <br /> number <br /> A-3.3 Equipment Decontamination <br /> To reduce the potential for cross-contamination betweendeveloping <br /> rinsed enudis lled water or <br /> ipment is washed <br /> in a trisodium phosphate or non-phosphate detergent solution and <br /> steam cleaned prior to use in the next monitoring well <br /> Page A-4 <br /> 28209 T061ST05R717/LTV 1v June 23,2005 <br /> IQ 2005,Kleinfelder, Inc <br />
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