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ARCHIVED REPORTS_XR0004263
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541913
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ARCHIVED REPORTS_XR0004263
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Entry Properties
Last modified
9/15/2020 11:53:40 PM
Creation date
2/13/2020 1:26:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004263
RECORD_ID
PR0541913
PE
2960
FACILITY_ID
FA0024043
FACILITY_NAME
FRONTIER TRANSPORTATION FACILITY
STREET_NUMBER
425
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21220009
CURRENT_STATUS
01
SITE_LOCATION
425 LARCH RD
P_LOCATION
03
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Frantier Trr11tsp0r7r1tia1t, Irrc, <br /> October 16, 199 <br /> bottom of the Bari nom. 823502.01 <br /> increm The trealie i Page A-3 <br /> ents as the burin: tills with g p` or augers are withdrawn from the baring <br /> are described ire a subsequent Saes for groundwater monitoring well installation in t <br /> paragraph (i f pertinent to this investigation). <br /> SQiI Cuttings generaEed <br /> Transp©nation during drilling are containerised in United States De <br /> (DOT)-approved drilms, or placed on and covered with <br /> stored on site in an area inaccessible to the pertinent of <br /> characterized b general public. Typically' <br /> h plastic sheeting, and <br /> y cc�llzcring and analyzing ypically' the stockpiled soil is <br /> can recammenci uncomposite samples from the Stockpile. <br /> analytical resz�lts. Disposal method for disposition of the cuttin Twining <br /> osal will be the responsibility of the client. Cuttings based <br /> A- on the <br /> Standard O eratin Procedures <br /> Twining i5 a C-57 licensed water F r Groundwater Mori orin <br /> The groundwater monitorin well drilling contractor t�e11 Irt tall on <br /> registered g wells are installed (Contractors License No, 506159), <br /> geologist or certified professional engineernder the direction <br /> of a California <br /> Soil borings for monitorinU <br /> wells are drilled and sampled according <br /> Operating proCedcires for Drillino <br /> sampling, and constructing and Soil Sampling,,. to Turining's "Standard <br /> wells, and well constru Pio g magalp see thoroughly <br /> for <br /> according to Twir�in,'s "5ttrndell p drilling, <br /> Aerating Procedures for Equipment Deco�aminl#on,d <br /> Groundwater monitoring wells are constructed of mi <br /> (PSC), stainless steel, or other nrmum Schedule 40 <br /> wrapped. Casing - materia] casing. Screen may be Polyvinyl chloride <br /> conditions, and Project budgets.Well Th w machine-slotted or <br /> pecificattons will depend u on ire' <br /> made flush-thre�3ded Connections. ell screen and casing Sections ProjectObj <br /> factory- <br /> material <br /> The well filter pact; materia!! consists of a � <br /> material is placed in the annulus between <br /> ppropriateIy-sized PTe-washed sand. <br /> to approximately 2 feet above the to the boring waif, from the bottom of the borin filter <br /> emplacement, preliminaryP of the screen. the <br /> to g <br /> about the casindevelopment maY he performed to provide a uniformfilter <br /> Casing. Above the filter pack, a 3- to 4-foot thick b Pack <br /> bentonite may consist of 1/4- Or 1 bentonite seal is installled, pack <br /> pellets are used, they are hydrated /riot to pellets, or may be in the for The <br /> gallon <br /> of water for every bucket of pellets. The thickness grouting m of a slurry. If <br /> regulatoryre P o knes of the bEll, by adding at least one <br /> requirements. ntonite seal depends upon local <br /> The remainder of the well annulus is sealed with a 6- <br /> sack to one continrtotJs operationromsack sand- <br /> For wells tivitlz �4 5c:itl n�c�rhrn1� feet �heeebatram of the inteNcement, pp cement grant - <br /> augers, whirl, will e�tcncl tc� ti��ithin le feet of the al to be filled to the rap. <br /> p, the grant is emplaced through the hollow <br /> regulatory agency the „ bentonite Seal. IF re <br /> �rcaut is emplaced h required b <br /> to within 15 feet cif the seal The tremie Y Pumping through y the Local <br /> Ip-foot increments as the boring fills with °h a trem1e PtPe which extends <br /> Pipe or augers are withdrawn from the boring in <br /> grout. A watertight well cap is placed on top of <br />
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