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ARCHIVED REPORTS_XR0007456 CASE 1
Environmental Health - Public
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ARCHIVED REPORTS_XR0007456 CASE 1
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Last modified
10/8/2020 10:11:51 PM
Creation date
6/9/2020 10:28:35 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007456 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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h� KLEINFELDER <br />' B-3 2 Monitorine 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 /> Monitoiing 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 bailee 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 balling 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 Tuns relatively clear of fines Approximately 5 to 10 <br /> well volumes aie 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 /> 1 B-3.3 EQuipment Decontamination <br /> To reduce the potential for cross-containination 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 /> B-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 "x" 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 /> B-4 GROUNDWATER MONITORING <br /> B-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 Priol 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 tiisodiurn phosphate or non-phosphate <br /> detergent wash, followed by a distilled water rinse, prior to use in each well <br />' 20-1417-16);01/201 98338 Page B-5 <br /> 01999 Kleintalder hic May 12 1999 <br />
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