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2900 - Site Mitigation Program
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PR0500399
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Last modified
1/24/2020 1:22:29 PM
Creation date
1/24/2020 12:54:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0500399
PE
2950
FACILITY_ID
FA0000100
FACILITY_NAME
LODI WINE & BUSINESS CENTER
STREET_NUMBER
18180
Direction
N
STREET_NAME
GUILD
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
04933025
CURRENT_STATUS
02
SITE_LOCATION
18180 N GUILD AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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V <br /> Well Development <br /> After installation, all monitoring wells shall be developed to remove fine grained sediments <br /> from the well and to stabilize sand, gravel and disturbed aquifer materials in the annular area <br /> �. around the screened interval. Well development will be accomplished by air-lift pump, <br /> suction-lift pump, submersible pump,bladder pump,surge block,bailer or any combination of <br /> the above. All well development equipment will be decontaminated prior to development using <br /> a steam cleaner and/or trisodium-phosphate solution wash, clean water rinse, and steam <br /> distilled water rinse. Well development will continue until each well is relatively free of <br /> turbidity. The adequacy of well development will be assessed by a HETI geologist. Where <br /> appropriate, indicator parameters (pH, specific conductance, temperature, and turbidity) will <br /> be monitored during well development. Field instrument calibrations will be performed prior to <br /> use according to manufacturers specifications. <br /> Well Head Completign and Site Clean-upV <br /> Monitoring wells shall be completed below grade unless special conditions exist that require <br /> above grade design. Monitoring well casing (including the well locking seal and cap) will be <br /> completed approximately two inches below the vandal resistant traffic rated road box cover. <br /> Except in areas where snow plows might be used, the road box cover shall be completed <br /> approximately one inch above the existing grade surface to allow for precipitation runoff. All <br /> concrete work,both inside and outside the road box,shall be completed with a smooth finish. <br /> Above ground completions will be set inside a 2 to 3 foot tall locking steel protective casing. If <br /> traffic conditions dictate, three 4-inch diameter steel pipes will be set in concrete in a <br /> triangular pattern to act as bumper posts. The posts will be set 2 feet deep and will be filled <br /> with concrete. A four foot square, 3-inch thick concrete pad which slopes away from the well <br /> will be set around each well. Both the protective steel well casing and the bumper posts will be <br /> painted yellow. <br /> The project site shall be left as clean as possible. All soils and excess concrete produced from <br /> each monitoring well will be placed in appropriate areas to be disposed as previously <br /> described. All monitoring well locations will either be broomed or washed down such that <br /> staining of the existing surface cover is minimized. <br /> V <br /> V <br /> I.r <br /> L <br /> V <br /> 4 <br />
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