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ARCHIVED REPORTS_XR0007454 CASE 1
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ARCHIVED REPORTS_XR0007454 CASE 1
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Last modified
10/8/2020 10:12:16 PM
Creation date
6/9/2020 10:27:37 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007454 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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k'q KLEINFELDER <br /> A-3 2 Monitoring Well Development <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 /> Monitoringwells are generally developed 24 to 48 hours after installation to allow the grout to <br /> g Y P <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 screened interval of the well is performed to <br /> draw the sediment from the formation into the filter pack and the well, and to set the sand pack <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 or disposal by the client, depending on laboratory <br /> results The drums are labeled with the date, well number, and a contact person and phone <br /> number <br /> A-3.3 Equipment Decontamination <br />' To reduce the potential for cross-contamination between wells, developing equipment is washed <br /> in a trisodium phosphate or non-phosphate detergent solution and rinsed in distilled water or <br /> steam cleaned prior to use in the next monitoring well <br /> A-3.4 Well Survey <br />' The locations of soil borings and monitoring wells, and the elevation of the top of the PVC <br /> casings are usually surveyed and tied into permanent markers, if readily available Survey <br /> accuracy is 0 1 foot for the 'Y' and "y" coordinates and 01 foot for the 'Y' coordinate The depth <br />' to static groundwater is measured from a set location at the top of the PVC casing (usually the <br /> north rim) The depth of water is then subtracted from the elevation of the top of the well casing <br />' to provide a groundwater elevation for each monitoring well location <br />' A-4 GROUNDWATER MONITORING <br /> A-4.1 Water Level Measurements <br />' Water level measurements are made in the wells prior to purging and sampling the wells <br /> Measurement protocol is as follows <br /> 1 1 Prior to obtaining water level measurements, the monitoring wells would be opened and <br /> allowed to equilibrate for a period of approximately 1/2 hour <br /> 2 The water level probe is decontaminated in a tnsodium phosphate or non-phosphate <br /> detergent wash, followed by a distilled water rinse, prior to use in each well <br />' 20-1417-16 E031201 I R259 Page A-5 <br /> Copyright 2001, Kleinfelder Inc February 28 2001 <br />
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