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CORRAL HOLLOW
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2900 - Site Mitigation Program
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PR0517366
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Last modified
6/18/2019 5:16:32 PM
Creation date
6/18/2019 4:32:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0517366
PE
2950
FACILITY_ID
FA0013377
FACILITY_NAME
FITZPATRICK HOMES
STREET_NUMBER
1785
Direction
N
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
949412933
CURRENT_STATUS
01
SITE_LOCATION
1785 N CORRAL HOLLOW RD
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' • k`■ KLEINFELDER <br /> ' B-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 /> ' 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 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 /> ' B-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 /> ' B-3.4 Well Survev <br /> The locations of soil borings and monitoring wells, and the elevation of the top of the PVC <br /> t 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 "z" 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. 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 trisodium phosphate or non-phosphate <br /> detergent wash, followed by a distilled water rinse,prior to use in each well. <br /> ' 20-4341-11.1301/201IR959 Page B-5 <br /> Copyright 2001,Kleinfelder,Inc. August 21,2001 <br />
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