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2900 - Site Mitigation Program
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PR0540773
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SITE HISTORY
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Last modified
7/8/2020 3:05:21 PM
Creation date
7/8/2020 3:00:17 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
RECORD_ID
PR0540773
PE
2960
FACILITY_ID
FA0023307
FACILITY_NAME
FORMER OCAMPO PROPERTY
STREET_NUMBER
821
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
821 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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NOW <br /> Site Background Information: Former Ocampo Property <br /> Page 5 of 6 <br /> Based on the CPT results and comparison with soil descriptions from borings previously <br /> advanced on the site, AGE has developed a preliminary subsurface model of the site soil <br /> stratigraphy comprised of seven informal zones - a vadose (unsaturated) zone and six <br /> hydrologic units. The model presented is interpretational and will be modified as more data <br /> is collected. The eight vertical zones identified are as follows (depths are approximate and <br /> can vary by several feet across the site): <br /> Vadose Zone - Extending from surface grade to approximately 43 feet bsg, the vadose <br /> zone is composed primarily of clay,silt, silty clay, and clayey silt, with discontinuous lenses <br /> of sandy sediments encountered at approximately 25 feet and 29 feet bsg. This zone is <br /> characterized by low to high pore pressures; local zones of low pore pressure appear to <br /> be due to the presence of discontinuous lenses of sandy and silty sediments. <br /> HU1 - This zone extends from approximately 43 feet to between 59 feet and 62 feet bsg. <br /> An apparently continuous fine sandy layer (consisting of cemented sand and stiff, fine- <br /> grained material) is encountered at the top of the zone to depths between 45 feet and <br /> 50 feet bsg, underlain by alternating intervals of clayey, silty, and sandy material. This unit <br /> is characterized by moderate to high pore pressures; local zones of low pore pressure <br /> appear to be due to the presence of thin layers of stiff, fine-grained material. <br /> HU2 - HU2 extends from between 59 feet and 62 feet bsg to approximately 70 feet bsg, <br /> and consists primarily of clayey silt, silt, and stiff, fine-grained material. Pore pressure <br /> within this unit is uniformly low. <br /> HU3 - HU3 extends from 70 feet to approximately 73 feet bsg and consists of sand, silty <br /> sand, and sandy silt with low pore pressures. This unit may be considered a flow unit. <br /> HU4 - HU4 extends from 73 feet bsg to between 80 feet and 82 feet bsg, and consists <br /> primarily of clayey silt, silt, and stiff, fine-grained material. Pore pressures within this unit <br /> are moderate to high. <br /> HU5 - Extending from between 80 feet and 82 feet bsg to approximately 90 feet bsg, this <br /> unit consists primarily of interbedded silty and clayey material. Pore pressures range from <br /> low to moderately high; local zones of low pore pressure appear to be due to the presence <br /> of discontinuous lenses of sandy material. <br /> HU6 - Extending from approximately 90 feet bsg to the total depth of the borings, HU6 <br /> consists of interbedded silty, clayey, and stiff, fine-grained material. This unit is <br /> characterized by low to moderately high pore pressures. <br /> Advanced GeoEnvivan nen[al,Inc. <br />
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