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ARCHIVED REPORTS XR0011230
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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701
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3500 - Local Oversight Program
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PR0544217
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ARCHIVED REPORTS XR0011230
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Entry Properties
Last modified
3/5/2019 12:00:46 AM
Creation date
3/4/2019 4:44:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011230
RECORD_ID
PR0544217
PE
3526
FACILITY_ID
FA0002512
FACILITY_NAME
GSG GAS & MART
STREET_NUMBER
701
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734311
CURRENT_STATUS
02
SITE_LOCATION
701 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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Site Background Information K & S Gas & Grocery <br /> IPage 4 of 5 <br /> • Representatives of AGE performed an area reconnaissance for visible potential receptors <br /> within a 2,000-foot radius of the site A representative number of residences and commercial <br /> establishments were queried regarding their water source, including a residence on 1642 <br /> South California Street which may still have a domestic well (no one answered the door) <br />' AGE representatives did not locate any well receptor sites within the 2,000-foot radius, <br /> however,ground water monitoring wells were found,these wells were presumably In use for <br />' local ground water investigation activities <br /> Additional information is provided in the AGE-prepared Sensitive Receptor Survey, dated <br />' 19 December 2000 <br /> HYDROGEOLOGIC MODEL <br /> Based on CPT data from February and November 2001 and additional soil information acquired <br /> during investigation sctrvlties, AGE modified the subsurface model of the site soil stratigraphy to <br /> include eight informal zones a vadose (unsaturated) zone and seven hydrogeologic units A <br /> hydrogeologic or hydrostratigraphic unit(HU)maybe defined as a body of rock or sediment that has <br /> hydrogeologic characteristics that make it distinct from surrounding bodies of rock or sediment <br /> (Sanders, 1998), or a part of a body of rock that forms a distinct hydrologic unit with respect to the <br /> flow of ground water (Maxey, 1964) A `flow unit' may be defined as a hydrogeologic unit and is <br /> characterized by significantly greater hydraulic conductivity values than overlying and underlying <br /> units, a flow unit is capable of serving as a preferred migration route, and could potentially allow <br />' migration of large contaminant masses over great distances <br /> The model presented is interpretational and will be modified as more data js collected,hydraulic data <br /> was derived from piezeocone (CPT) measurements The seven vertical zones identified are as <br /> follows (depths are approximate and can vary by several feet across the site) <br />' Vadose Zone - Extends from surface grade to 35 feet bsg, the depth to the ground water table The <br /> vadose zone is predominantly fine-grained (silt and clay), with an approximately 60-foot wide and <br /> up to 8-foot thick sand lense at the western half of the site <br />' H dro eolo is Unit 1 HU 1) - Starting at the top of the current saturated zone, HU1 extends from <br /> 35 feet to approximately 70 feet bsg It is comprised primarily of fine-grained sediment characterized <br />' by low to very low pore pressure from 35 feet to 40 feet bsg, increasing to generally moderate pore <br /> pressures from 40 feet to approximately 60 feet bsg, then decreasing to low to very low pore <br /> pressures from 60 feet to 70 feet bsg <br /> • H dro eola xe Unit 2 (HU2) -HU2 extends from 70 feet to approximately 85 feet bsg, and consists <br /> of a laterally continuous sand layer of variable thickness The zone is characterized by very low to <br /> Advanced GeoEnvironmental,Inc <br />
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