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WORK PLANS FILE 2
Environmental Health - Public
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EHD Program Facility Records by Street Name
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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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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
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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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On November 6 , 2000 we drilled two borings (13-2 and B-3) to a depth of 90 Feet Bgs and 100 <br /> Feet Bgs. This was reported on our report dated December 14, 2000. <br /> On November 17 , 2003, we submitted a Amended Site Concept Model . <br /> On July 20, 2005 , we drilled one boring and two monitoring well (B-4 , MW- 14 and MW-16) to a <br /> depth of 158 feet bgs for the borings and 50 feet bgs for the two monitoring wells . <br /> This was reported in the drilling report dated August 24, 2005. <br /> Introduction <br /> The San Joaquin County Environmental Health Department (EHD) has requested a work plan <br /> addressing verification of the CPT results of Boring 4 drilled on July 20, 2005 . <br /> WORK PROPOSAL <br /> One well (MW-15) will be place on the south side of Charter Way and west of Grant Street; on site <br /> near boring B-4. MW- 15 will be drilled to a depth of 160 feet and will be screened from 150 to <br /> 160 feet bgs. <br /> The drilling will be performed with a hollow stem auger by Spectrum . The well will be drilled to a <br /> depth of 160 feet below the surface (bgs) . Soil samples will be taken every 5 feet during the <br /> drilling and analyzed with a OVA meter. Soil and water samples from 40, 70, 85, 120, 145 and <br /> 156 Ft. will be sent to Argon Laboratories for testing as outlined in the Laboratory testing section of <br /> this work plan . If any soil samples test positive during the OVA testing they will also be sent for <br /> analyses . <br /> The well will be completed by placing 0. 02 slotted casing in the bottom 20 feet of the well and <br /> blank casing from 30 feet to the surface. Number 3 sand will be placed opposite the slotted casing <br /> and 5 feet above it. A transitional seal will be placed from 25 to 22 feet which will consist of <br /> hydrated bentonite. From 148 feet to the surface the casing annulus will be filled with hydrated <br /> cement. Above the well a traffic box will be placed and the well will be capped with a locking cap <br /> and lock. <br /> LABORATORY TESTING <br /> The following tests will be performed on the soil and groundwater samples by Argon Laboratories. <br /> The samples will be placed on ice in a cooler until they are delivered to the laboratory. <br /> Soil Testing <br /> EPA 8260 for MtBE, TAME, ETBE, DIPE and TBA 0. 5 and 5 mg/Kg <br /> BTEX and TPH-g EPA 8020 and 8015 0. 5 and 50 mg/Kg <br /> Water Testing <br /> EPA 8260 for TAME , ETBE, DIPE, TBA, 12-DCA AND EDB 0.5 and 5 u /L <br /> EPA 602 and 8015 for BTEX and TPH-g 0. 5 and 50 u /L <br />
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