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12 (STATE ROUTE 12)
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2900 - Site Mitigation Program
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PR0516580
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Last modified
11/19/2024 3:48:23 PM
Creation date
5/8/2020 1:57:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516580
PE
2965
FACILITY_ID
FA0012688
FACILITY_NAME
WILD ROSE VINEYARDS
STREET_NUMBER
8751
Direction
E
STREET_NAME
STATE ROUTE 12
City
VICTOR
Zip
95253
APN
05139005
CURRENT_STATUS
01
SITE_LOCATION
8751 E HWY 12
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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��®Qeraca-o,aort <br /> performed) and will select the well materials and techniques for well completion to be <br /> compatible with the subsurface conditions and the intended use of the well. Construction of all <br /> wells will be in conformance with the following provisions. A TYPICAL MONITORING <br /> WELL CONSTRUCTION DIAGRAM is attached. <br /> 2.1 WELL SCREEN AND CASING <br /> The well casing will generally consist of threaded stainless steel or schedule 40 (minimum) <br /> polyvinyl chloride (PVC) casing. The inside diameter of the casing will be large enough to <br /> permit easy passage of an appropriate water-level probe and equipment for purging wells and <br /> water sample collection. <br /> The well screen will generally consist of machine-slotted PVC or wire-wrapped stainless steel <br /> screen. The slot sizes will be compatible with the selected filter material. The screened <br /> sections will provide flow between the target zone and the well, allowing efficiency in well <br /> development and collection of representative samples. <br /> 2.2 FILTER MATERIAL <br /> Filter material will be well-graded, clean sand (generally less than 2 percent by weight passing <br /> a No. 200 sieve and less than 5 percent by weight of calcareous material). The filter material <br /> will be either a standard sand gradation designed for a range of anticipated soil types or a sand <br /> gradation specifically designed to fit the soils collected from anticipated well completion zone. <br /> 2.3 SETTING SCREENS AND RISER CASING <br /> Upon completion of drilling and/or geophysical logging, the boring will be sounded to verify <br /> the total depth, and the well casing will be assembled and lowered into the boring. Well <br /> casing materials will be measured to the nearest 0.1 foot and steam-cleaned before being <br /> lowered into the borehole. The well assembly will be designed so that the well screen is <br /> opposite the target zone. The bottom of the well will be fitted with a secure bottom-end cap. <br /> No PVC cement or other solvents will be used to fasten the well casing joints, well screen <br /> joints, or end caps. When installing wells in an open borehole, stainless steel centralizers will <br /> INSTALLATION AND DESTRUCTION OF WELLS Page 2 of 8 <br /> MSCIPROTO-IW.T,T REVISION DATE:MARCH 1996 IW-2 <br />
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