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3500 - Local Oversight Program
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PR0544230
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Entry Properties
Last modified
3/5/2019 8:30:09 PM
Creation date
3/5/2019 3:51:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
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
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EHD - Public
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Site Background Information: Vanco Truck &Auto Plaza <br /> Page 4 of 6 <br /> serving as a preferred migration .route, and could potentially allow migration of large <br /> contaminant masses over-great distances. <br /> The model presented is interpretational and will be modified as more data is collected.The <br /> eight vertical zones are identified;as follows (dep hs are approximate and can vary by <br /> several feet•across the site): <br /> Vadose/FirstWaterzone-This zone extends from urface grade to approximately 20 feet= <br /> bsg. Static water-is at 20 feet,bsg in the monitoring wells, however, the first saturated soil <br /> samples were collected at 30 feet,bsg. This indica es that the water table is confined by. <br /> the overlying fine-grained materials. This zone is characterized by moderate pore <br /> pressures. <br /> Hydrogeologic Unit 1,(HU1)- Extending from 20 feet-to approximately 30 feet bsg, HU1 is <br /> comprised predominantly of� sandy silt; claye silt. and silt: Dominant hydraulic <br /> conductivities,based on CPT soil behavior types(S Ts),range between 1 x1-0-6 and 1 x10-8 <br /> centimeters per second;(cm/s)for,silty to clayey 4:)e soils. This interval is characterized <br /> by generally moderate pore pressures. <br /> Hydrogeologic Unit 2 (HU2)-At the top of the cu nt saturated zone, HU2 extends from <br /> 30 feet-to approximately 38 feet bsg andIs composed of silty sand to sand type soils. <br /> Hydraulic conductivities for-HU2 typically vary betNeen 1 x10-2 and 1 x 10-5 cm/s. HU2 is <br /> characterized by generally lower pore pressures and is classified as a flow unit. <br /> Hydrogeologic Unit-3 (HU3)- HU3 extends from 3f feet to approximately 45 feet bsg and <br /> is composed primarily of4stiff;fine-grained soils,-cla fey silts,silts,and silty clays. Hydraulic <br /> conductivities for,these-soil types gpnerally,rang between 1x104 and 1x10 cm/s for <br /> clays, silts, and stiff,,fine-grained soils. HU3-is ch iracterized by varying pore pressures <br /> ranging between moderate and high and is identif Bd as a confining layer. <br /> Hydrogeologic Unit 4,(HU4)- HL141extends from 4E feet bsg to approximately 50 feet bsg, <br /> and is composed of silty sand to sand type soils. Hy4 Iraulic conductivities for HU4generally <br /> range between 1x10'2 and 1x10-5 cm/s. HU4,,is aracterized by generally lower pore <br /> pressures and is classified as 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 clayE y silts, silty clays, and clay. A thin silty <br /> sand to sand type soil is encountered at appro imately 58 to 62 feet bsg and has <br /> characteristically low hydraulic conductivity. Hy raulic conductivity generally ranges <br /> between 1x10-5 and 1x1015 cm/s for clays, silts and stiff, fine-grained soils. HU5 is <br /> characterized by varying pore pressures varying from moderate to very high, and is <br /> identified as a confining layer. <br /> Advanced GeoEnvironmentaL Inc. <br />
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