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WORK PLANS FILE 2
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DR MARTIN LUTHER KING JR
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3500 - Local Oversight Program
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PR0544218
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WORK PLANS FILE 2
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Last modified
3/5/2019 9:51:19 AM
Creation date
3/5/2019 9:28:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544218
PE
3526
FACILITY_ID
FA0003870
FACILITY_NAME
SRH FOOD & GAS
STREET_NUMBER
749
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734309
CURRENT_STATUS
02
SITE_LOCATION
749 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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AUG 0 7 2006 <br /> LEE & PIERCE inc. ENVIRONMENT RVCESTH <br /> consulting engineers <br /> 546 ABBOTT STREET, SUITE 20 <br /> SALINAS, CA 93901 -4323 <br /> BILL PELICH, P.E. CIVIL <br /> JOHN LANE, R.G., R.E.A. SALINAS (831 ) 758-0096 <br /> LEE MARCUM FAX (831 ) 758-1213 <br /> August 3 , 2006 <br /> Mr. Nuel Henderson <br /> San Joaquin County Environmental Health Department <br /> 304 East Weber Avenue, Third Floor <br /> Stockton, CA 95202 <br /> Subject: Addendum to Revised Workplan for Vertical Groundwater Investigation <br /> Beneto Inc., 749 E. Charter Way, Stockton, CA, Site 1060 <br /> Dear Mr. Henderson: <br /> This Workplan Addendum is submitted on behalf of Beneto, Inc. in response to our recent <br /> telephone discussion regarding the July 5, 2006 Workplan for Vertical Groundwater Investigation <br /> prepared by Lee & Pierce, Inc. <br /> All drilling will be conducted by a State-heensed (C57) drilling contractor under the supervision of <br /> John Lane, a Professional Geologist licensed by the State of California (PG 6795). The wells will <br /> be installed pursuant to State of California Water Well Standards, Bulletins 74-81 and 74-90. <br /> Drilling and Well Construction <br /> The bore hole in which to install the conductor casing for both wells will be approximately 11 t/4- <br /> inches in diameter. The conductor casings will be constructed of 6 5/8- ch outside diameter <br /> (O.D .), schedule F188 steel pipe. Pipe sections will be joined using butt welds. The pilot hole in <br /> which the well casing will be installed will be approximately 64nches in diameter and the well <br /> casing will be approximately 2 inches in diameter. In both instances, the bore hole will meet the <br /> California Water Well Standards requiring a bore hole at least 44nches larger in diameter than the <br /> casing.. <br /> MW 17B <br /> Centralizers will be used at depths of 60 feet below ground surface (bgs), 40 feet bgs, and 20 feet <br /> bgs to center the conductor casing in well MW17B. The conductor casing will be set to a total <br /> depth of approximately 80 feet bgs. The conductor casing will be grouted through the shoe with <br /> U:\L&P\Beneto\Charter\deepwells_addendumdoc <br /> I <br />
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