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2900 - Site Mitigation Program
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PR0545647
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Last modified
5/18/2020 3:31:10 PM
Creation date
5/18/2020 3:15:49 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545647
PE
2950
FACILITY_ID
FA0007344
FACILITY_NAME
REECE, DAVID
STREET_NUMBER
319
STREET_NAME
PARALLEL
STREET_TYPE
AVE
City
RIPON
Zip
95366
CURRENT_STATUS
02
SITE_LOCATION
319 PARALLEL AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Well Development Protocol <br /> Groundwater monitoring wells will be surged developed prior to <br /> setting the surface seal. Approximately 10 times the volume of <br /> water in the casing will be withdrawn if possible. Casing <br /> volumes will be calculated in the following manner: <br /> Volume of Schedule 40 PVC Pipe <br /> Diameter I .D. Volume <br /> ( inches) ( inches ) Gal/linear ft. <br /> ------------------------------------------ <br /> 2 2. 067 0. 17 <br /> 4 4.026 0. 66 <br /> Volume of Open Borehole and Annular Space <br /> Between Casing and Hole <br /> Volume/ Volume/ <br /> Hole linear ft. Nominal linear ft. of* <br /> Diameter of hole Casing Diameter Annular Space <br /> ( inches ) Gal. Cu. ft. ( inches ) Gal. Cu. Ft. <br /> ----------------------------------------------------------------- <br /> 7. 25 2. 14 0. 29 2 1 . 91 0.26 <br /> 8. 25 2. 78 0.37 2 2. 55 0.34 <br /> 10. 25 4. 29 0. 57 2 4.06 0. 54 <br /> 10. 25 4. 29 0. 57 4 3.46 0.46 <br /> 12. 25 6. 13 0. 82 4 5.30 0.71 <br /> *Note: Annular volumes will be multiplied by 30% to account for <br /> porosity of filter pack. <br /> If the aquifer is slow to recharge, development will continue <br /> until recharge is too slow to practically continue. The volume <br /> of water produced versus time will be recorded. <br />
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