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ARCHIVED REPORTS XR0010474
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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D
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DR MARTIN LUTHER KING JR
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749
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3500 - Local Oversight Program
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PR0544218
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ARCHIVED REPORTS XR0010474
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Entry Properties
Last modified
3/5/2019 11:12:14 AM
Creation date
3/5/2019 10:18:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010474
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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Tags
EHD - Public
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` of b Pzagrz'r; • <br /> WF'11 BIN-8 is located down gradient of the old tank excavation <br /> the ;i t e of h-Lghf.:st groundwater contamination readings This <br /> we'll J srj i y located in the historic dawn gradient direction <br /> according to the 1991 San Joaquin County groundwater elevation <br /> Map-, The data obtained at this well will allow us to project <br /> the dilution factor, of the aquifer and the capillary fringe <br /> The wells will be drilled with 8 inch hallow stem augers to a <br /> depth of 65 feet The present water table is located 55 feet <br /> below the surface Ten feet of 0 02 slotted 2 inch PVC easing <br /> will be placed below the water table and 10 feet will be placed <br /> above it The remainder of the well will be cased with blank 2 <br /> inch casing Number 3 ;and will be placed opposite the slotted <br /> casing, in the annular space Above the sand will be a 3 foot <br /> hydrated bentonite seal to prevent the cement seal from <br /> entering the sand, and above the bentonite the annulus will be <br /> sealed with neat gement slurry The casing will be capped with <br /> a looking cap and the well will bF- G,ealed with a traffic box <br /> cemented 'ro the surface For more details please see the QA/QC <br /> sectinn of this report <br /> The -oil and waiter samples will be tested as follows . <br /> ITEM Detection Limits <br /> Soil BTEX -- EPA 8020 Benzene 5 0 ppb <br /> Toluene 5 0 ppb <br /> Ethyl Benzene 5. 0 ppb <br /> Each Xylene 5 0 ppb <br /> TPH Soils -- D 0 H S /LOFT Manual 1 0 ppm <br /> Water BTRX EPA 602 Benzene 0 5 ppb <br /> Toluene 0. 5 ppb <br /> Ethyl Benzene 0 5 ppb <br /> Each Xylene 0 5 ppb <br /> TPH Water D 0 H S /LOFT Manual 50 0 ppb <br /> QUALITY ASSURANCE/QUALITY CONTROL <br /> PROTOCOLS <br /> The following licensed professional people will, be involved in <br /> this project <br /> Geologist Richard Morriam, Certified Engineering Geologist <br /> California Registration # 850 <br /> Envirotimental AE-se..sor John Cussen, REA 1979 <br /> Project Manager Mr Andy Younan <br /> Drillers - Will have a current C-57 Drilling license. <br /> Laboratory Will be a California State Certified Laboratory. <br />
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