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ARCHIVED REPORTS XR0001845
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544430
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ARCHIVED REPORTS XR0001845
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Last modified
5/7/2019 2:29:31 PM
Creation date
5/7/2019 2:23:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001845
RECORD_ID
PR0544430
PE
3526
FACILITY_ID
FA0005370
FACILITY_NAME
PARMAR TEXACO
STREET_NUMBER
521
Direction
N
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
521 N CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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A Soil Boring Completion Procedures <br /> All soil borings are either properly abandoned or completed as a well <br /> 331 Abandonment <br /> Each soil boring that is not completed as a well is backfilled with bentonite grout, neat cement, concrete, or <br /> bentonite chips with a permeability less than that of the surrounding soils, and/or soil cuttings, depending <br /> on local regulatory requirements or client instructions Grout is placed by the tremie method Backfilling is <br /> performed carefully to avoid bridging The type of backfill material is noted on the soil boring log <br /> 3_2 Well Installation <br /> Wells are designed according to applicable state and local regulations as well as project needs Details of <br /> the well design and construction are recorded on the soil boring log and include the following minimum <br /> information(in addition to the items noted above for soil borings) <br /> • detailed drawing of well, <br /> • type of well (groundwater, vadose,or air spargmg), <br /> • casing diameter and material, <br /> • screen slot size, <br /> • well depth and screen length(:J= I foot), <br /> • filter pack material, size, and placement depths, <br /> • annular seal material and placement depths, <br /> • surface seal design/construction, <br /> • well location ((f 0 5 foot horizontal in State Plane and latitude and longitude coordinates and <br /> t0 01 foot vertical tied to the nearest vertical datum), <br /> • well development procedures <br /> Groundwater monitoring wells arc generally designed with 30 feet of slotted casing centered on the water <br /> table, unless site conditions, project needs, or local regulations dictate a diff—rent well design The sand <br /> pack is placed at least two feet above the top of the screen, and at least 3 feet of low permeability seal - <br /> material is placed between the sand pack and the surface seal The sand pack and low permeability seal <br /> material are placed in the annular space from the bottom up using the tremie method When drilling in <br /> asphalt, a 24-inch round cut is made for the well pad When drilling on concrete, a 2 x 2-foot square is saw <br /> cut The well cover is traffic-rated and has a white lid with a black triangle painted on it(3 inches per side) <br /> or a black lid with a white triangle(3 inches per side) The completed well pad should is concrete of <br />. matching color with the existing surface The well number is labeled on the outside of the well box/pad and <br /> the inside of the well box The number on the outside is painted on with a stencil, stamped, or attached to <br /> Mam\D%nvironmental\ParmarTexaco\Reports\SAR1203 wpd <br />
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