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3500 - Local Oversight Program
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PR0544230
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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
Tags
EHD - Public
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C) <br /> Site Background Information: Vanco Truck&Auto Plaza <br /> Page 4 of 6 <br /> The model presented is interpretational and will be modified as more data is collected. The eight <br /> vertical zones are identified as follows(depths are apprc ximate and can vary by several feet across <br /> the site): <br /> Vadose/First Water Zone-This zone extends fromsurface grade to approximately 20 feet bsg.Static <br /> water is at 20 feet bsg in the monitoring wells, howe er, the first saturated soil samples were <br /> collected at 30 feet bsg.This indicates that the water table is confined by the overlying fine-grained <br /> materials.This zone is characterized by moderate pore pressures. <br /> Hydrogeologic Unit 1 (HU1) - Extending from 20 f t to approximately 30 feet bsg, HU1 is <br /> comprised predominantly of sandy silt,clayey silt,and silt.Dominant hydraulic conductivities,based <br /> on CPT soil behavior types(SBTs),range between 1 x I O and 1 x 1 V 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 ilty sand to sand type soils. Hydraulic <br /> conductivities for HU2 typically vary between 1 x 10' and I x 10' 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 primarily of stiff, fine-grained soils, clay y silts, silts, and silty clays. Hydraulic <br /> conductivities for these soil types generally range between I x 10-4 and 1 x 10-1 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 confuting 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 Gond ctivities for HU4 generally range between <br /> 1 x 10-2 and 1 x I V cm/s.HU4 is characterized by generally lower pore pressures and is classified as <br /> a flow unit. <br /> HydrogeoIogic 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 2 feet bsg and has characteristically low <br /> hydraulic conductivity.Hydraulic conductivity generally ranges between 1 x 10'5 and 1 x 10-`S 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 get erally range between 1 x 10'and 5.0 cm/s. <br /> HU6 is characterized by very low pore pressures, and is classified as a flow unit. <br /> Advanced GeoEnvironmental,Inc. <br />
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