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2900 - Site Mitigation Program
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PR0523363
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Last modified
2/5/2020 8:24:31 PM
Creation date
2/5/2020 4:31:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523363
PE
2965
FACILITY_ID
FA0015787
FACILITY_NAME
SIERRA HILLS PACKING
STREET_NUMBER
4505
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08917052
CURRENT_STATUS
01
SITE_LOCATION
4505 4799 N JACK TONE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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' October 1, 2004 <br /> ' NOA Project Number: LE03-034 <br /> 3.2 Well Materials <br /> ' We recommend that the ground water monitoring wells be constructed with the following materials: <br /> ' Casing Material= Schedule 40 Polyvinylchloride (PVC) <br /> Casing Inside Diameter= 2 inches <br /> Caring Outside Diameter= 2.3 inches <br /> ' Top and Bottom Casing Caps= Schedule 40 PVC. <br /> Casing Perforations = Slot Cut No 10 (0.010 inches) <br /> Sand Pack =Lonestar Sand No. 3 <br /> ' Annular real thickness= 2.1 inches <br /> Surface Sanitary Seal= Cement-Bentonite grout mixture (5 percent bentonite by weight) <br /> Seeudl v Lacking Top 8-inch diameter, orange painted, steel pipe with•locking top <br /> Barricade Poles= 6-inch diameterpoe(3 each)placed in concrete grout 3 feet below ground and 3 feet above ground <br /> surrounding the monitoring well in a 4 foot diameter circle. <br /> ' A neat cement-bentonite grout mb_tute with up to 5 percent bentonite by weight will be used for the. <br /> annul-at seal. According to two well casing distributors, the PVC schedule.40 casing should not be <br /> affected by the resulting heat generated by the cement grout mix. Mt. Garret Hubbard, Geotechnical <br /> ' Engineer at Neil O.Anderson&Associates, Inc. of our Lodi., California office indicated it is his <br /> experience that the grout temperature will probably not exceed 95 degrees F. and should not cause <br /> damage to the 2 inch diameter Schedule 40 PVC well casing. <br /> 4.0 WELL DEVELOPMENT <br /> ' Well development will take place a minimum of 24 hours or later after the well has been grouted. <br /> We recommend that the monitoring wells be developed using the following procedures: <br /> ' 4.1 Decontamination Procedures <br /> The well drilling and sampling equipment will be decontaminated prior to drilling and installation of <br /> ' each proposed monitoring well. The decontamination procedures are described next. <br /> 1) The drill rods and bits will be steam cleaned prior to drilling and installation of <br /> the monitoring well materials. <br /> 2) Equipment that cannot be steam cleaned will be decontaminated by washing with. <br /> a solution of potable water and Liquid-Nox solution or equivalent. <br /> 3) Gloves and other protective clothing will be containerized for offsite disposal at a <br /> licensed sanitary landfill,if deemed necessary. <br /> 6 '-4A1 <br />
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