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ARCHIVED REPORTS XR0001047
Environmental Health - Public
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EHD Program Facility Records by Street Name
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C
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CHARTER
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1033
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3500 - Local Oversight Program
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PR0544230
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ARCHIVED REPORTS XR0001047
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Entry Properties
Last modified
3/5/2019 7:27:39 PM
Creation date
3/5/2019 3:54:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001047
RECORD_ID
PR0544230
PE
3528
FACILITY_ID
FA0003829
FACILITY_NAME
VANCO TRUCK-AUTO PLAZA
STREET_NUMBER
1033
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323041
CURRENT_STATUS
02
SITE_LOCATION
1033 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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wSite Background Information Vanco Truck& Auto Plaza <br /> Page 4 of 6 <br /> on CPT soil behavior types(SBTs),range between 1 x 10 6 and 1 x 10 s centimeters per second(cm/s) <br /> for silty to clayey type soils This interval is characterized by generally moderate pore pressures <br /> Hydrogeologic Unit 2 (HU2) - At the top of the current saturated zone, HU2 extends from 30 feet <br /> to approximately 38 feet bsg and is composed of silty sand to sand type soils Hydraulic <br /> conductivities for HU2 typically vary between 1 x 10 Z and 1 x 10 s cm/s HU2 is characterized by <br /> generally lower pore pressures and is classified as a flow unit <br /> Hydrogeologic Unit 3 (HU3) - HU3 extends from 38 feet to approximately 45 feet bsg and is <br /> composed pnmarily of stiff, fine-grained soils, clayey silts, silts, and silty clays Hydraulic <br /> conductivities for these soil types generally range between 1 x 10' and 1 x 10 s cm/s for clays, silts, <br /> and stiff, fine-grained soils HU3 is characterized by varying pore pressures ranging between <br /> moderate and high and is identified as a confining layer <br /> Hydrogeologic Unit 4 (HU4) - HU4 extends from 45 feet bsg to approximately 50 feet bsg and is <br /> composed of silty sand to sand type soils Hydraulic conductivities for HU4 generally range between <br /> 1 x 10 z and 1 x 10 5 cm/s HU4 is characterized by generally lower pore pressures and is classified as <br /> a flow unit <br /> • Hydrogeologic Unit 5 (HU5) - Extending from 50 feet to approximately 70 feet bsg, HU5 is <br /> composed predominantly of stiff, fine-grained clayey silts, silty clays, and clay A thin silty sand to <br /> sand type soil is encountered at approximately 58 to 62 feet bsg and has characteristically low <br /> hydraulic conductivity Hydraulic conductivity generally ranges between 1 x 10 s and 1 x 10"cm/s for <br /> clays,silts,and stiff,fine-grained soils HU5 is characterized by varying pore pressures varying from <br /> moderate to very high, and is identified as a confining layer <br /> Hydrogeologic Unit 6(HU6)-HU6 extends from 70 feet to 82 feet bsg and is composed of silty sand <br /> to sand type soils Hydraulic conductivities for HU6 generally range between 1 x 10 z and 5 0 cm/s <br /> HU6 is characterized by very low pore pressures, and is classified as a flow unit <br /> Hydrogeologic Unit 7 (HU7) - Extending from 82 feet to total depth of the boring (100 feet bsg), <br /> HU7 is composed primarily of stiff, fine-grained clayey silts,silty clays,and clay A thin,cemented <br /> sand is encountered at approximately 94 feet to 95 feet bsg Hydraulic conductivity generally ranges <br /> between 1 x 10 5 and 1 x 10 " cm/s for clays, silts, and stiff, fine-grained soils HU7 is characterized <br /> by varying pore pressures ranging between moderate and very high and is identified as a confining <br /> layer <br /> SITE CONCEPTUAL MODEL <br /> Based on the data collected to date from soil boring installation and sampling, AGE has developed <br /> • <br /> Advanced GcoEnvironmental,Inc <br />
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