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2900 - Site Mitigation Program
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PR0540772
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Last modified
5/28/2021 11:06:29 AM
Creation date
5/28/2021 10:44:47 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
RECORD_ID
PR0540772
PE
2960
FACILITY_ID
FA0023306
FACILITY_NAME
LARRYS AUTO REPAIR
STREET_NUMBER
308
Direction
N
STREET_NAME
GRANT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
308 N GRANT ST
P_LOCATION
01
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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31 January 2013 <br />AGE-NC Project No. 02-0926 <br />Page 4 of 21 <br />make it distinct from surrounding bodies of rock or sediment (Sanders, 1998), or a part of <br />a body of rock that forms a distinct hydrologic unit with respect to the flow of ground water <br />(Maxey, 1964). A 'flow unit' may be defined as a hydrogeologic unit and is characterized <br />by significantly greater hydraulic conductivity values than overlying and underlying units; <br />a flow unit is capable of serving as a preferred migration route, and could potentially allow <br />migration of large contaminant masses over great distances. <br />Based on the CPT results and comparison with soil descriptions from borings advanced <br />on the site, AGE has developed a preliminary subsurface model of the site soil stratigraphy <br />comprised of seven informal zones - a vadose (unsaturated) zone and six hydrologic units. <br />The model presented is interpretational and can be modified as more data is collected. The <br />seven vertical zones identified are as follows (depths are approximate and can vary by <br />several feet across the site): <br />Vadose Zone - Extending from surface grade to maximum depths of approximately 43 feet <br />bsg, the vadose zone is composed primarily of clay, silt, silty clay, and clayey silt, with <br />discontinuous lenses of sandy sediments encountered at approximately 25 feet and 29 feet <br />bsg. This zone is characterized by low to high pore pressures; local zones of low pore <br />pressure appear to be due to the presence of discontinuous lenses of sandy and silty <br />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 />Advanced GeoEnvironmental, Inc.
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