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CLIFTON COURT
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3500 - Local Oversight Program
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PR0544564
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Last modified
6/14/2019 12:04:47 PM
Creation date
6/14/2019 11:26:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544564
PE
3528
FACILITY_ID
FA0005646
FACILITY_NAME
SARALE FARMS INC
STREET_NUMBER
16500
Direction
W
STREET_NAME
CLIFTON COURT
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
18904011
CURRENT_STATUS
02
SITE_LOCATION
16500 W CLIFTON COURT RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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NOW S.00 <br /> �. Site Background Information: Sarale Farms <br /> Page 4 of 5 <br /> HYDROGEOLOGiC MODEL <br /> Based on the CPT results and comparison with soil descriptions from borings previously advanced <br /> on the site, AGE has developed a preliminary subsurface model of the site soil stratigraphy <br /> comprised of six informal zones - a vadose (unsaturated) zone and five hydrogeologic units. <br /> `. Hydrogeologic units maybe defined as distinctive vertical intervals of soil with a significant lateral <br /> extent and having similar hydrologic characteristics(i.e. hydraulic conductivity, transmissivity, etc.) <br /> over its vertical and horizontal extents. A `flow unit' may be defined as a hydrogeologic unit <br /> �• characterized by significantly greater hydraulic conductivity values than the overlying and <br /> underlying units; a flow unit is capable of serving as a preferred migration route, and could <br /> potentially allow migration of large contaminant masses over great distances. <br /> The model presented is interpretational and will be modified as more data is collected. The six <br /> vertical zones identified are as follows(depths are approximate and can vary by several feet across <br /> Lo the site): <br /> Vadose Zone - Extending from surface grade to approximately 5 feet bsg (average depth to the <br /> `' ground water table), the uppermost 4 feet is generally comprised of clayey peat, underlain by <br /> predominantly fine-grained sediment (clayey silt and silty clay) from 4 feet to 5 feet bsg. <br /> Hydrologic Unit 1 (HU1) - At the top of the current saturated zone, HUI extends from <br /> approximately 5 feet bsg to between 20 feet and 22 feet bsg and is comprised primarily of fine- <br /> grained sediments (silt, clayey silt, and silty clay). Pore pressure is low throughout the zone. <br /> Hydrologic Unit 2 (HU2) - HU2 extends from 20 feet to between 33 feet and 35 feet bsg on the <br /> south and west portions of the site and 22 feet to 40 feet bsg to the north and east; the zone is <br /> composed primarily of fine-grained sandy sediments (sand and silty sand) sandwiched between <br /> approximately l-foot thick layers of silt and/or sandy silt. This unit exhibits Iow pore pressures and <br /> may be considered a flow unit. <br /> Hydrologic Unit 3(HU3)-Extending from the base of HU2 to between 46 feet and 48 feet bsg,HU3 <br /> �., consists of clay,clayey silt,and silty clay exhibiting moderate to high pore pressures.This unit may <br /> act as a confining layer. <br /> Hydrologic Unit 4(HU4)-HU4 consists of three,approximately 8-to 10-foot thick layers of sandy <br /> sediments (sand, silty sand, sandy silt, and cemented sand) separated by thinner (approximately <br /> 1 foot to 3 feet thick)layers of fine-grained material(clay, silty clay, silt,and clayey silt). This zone <br /> is characterized by generally low pore pressure, except for moderate to high-pressure peaks <br /> associated with intervals of less permeable sediments; this unit may be considered a flow unit. <br /> Hydrologic Unit 5 (HU5) -Extending from the base of HU4 to the total depth of the borings, HU5 <br /> consists primarily of interbedded silty and clayey material(silty clay,clayey silt,and silt).This zone <br /> Advanced CeoRnvironmental,Inc. <br /> Up <br />
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