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2900 - Site Mitigation Program
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PR0541344
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Last modified
12/13/2019 12:30:38 PM
Creation date
12/13/2019 11:05:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541344
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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W <br /> M <br /> C <br /> 22 November 2006 <br /> AGE-NC Project No. 95 -0167 <br /> Page 4 of 15 <br /> penetrometer test (CPT) investigation of October 2004; impacted ground water was not detected at <br /> l30 feet bsg and below. The lateral extent of dissolved petroleum hydrocarbon contamination is fully <br /> defined: to the west by well MW-3, to the south by MW-7, to the north by MW-4, to the southeast <br /> by well MW-5, and to the east by MW-6, extending below the main building on the site. <br /> I� HYDROGEOLOGIC MODEL <br /> Based on the CPT results and comparison with soil descriptions from borings previously advanced <br /> -1 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 hydrologic units. Hydrologic <br /> units may be defined as significant vertical intervals of soil having significant lateral extent and <br /> having similar hydrologic characteristics (i.e. hydraulic conductivity, transmissivity, etc.) over their <br /> vertical and horizontal extent. A ` flow unit' may be defined as a hydrologic unit characterized by <br /> significantly greater hydraulic conductivity values than the overlying and underlying units . A flow <br /> unit is capable of serving as a preferred migration route, and could potentially allow migration of <br /> large contaminant masses over great distances. <br /> JThe 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 /> the site): <br /> Vadose Zone - Extending from surface grade to approximately 17 feet bsg, the vadose zone is <br /> composed primarily of silt and sandy silt underlain by an approximately 5-foot layer of clayey silt, <br /> li silty clay, and clay. This zone is characterized by low to moderate pore pressures. <br /> HUI - HUI extends from approximately 17 feet to 33 feet bsg and is composed primarily of fine <br /> sand with low to moderate pore pressures in the upper 5 feet of the zone, with sandy silt grading to <br /> gravelly sand below. This zone is characterized by low pore pressures and may be considered a flow <br /> -I unit. <br /> HU2 - HU2 extends from approximately 33 feet to 43 feet bsg. This zone consists primarily of clay, <br /> clayey silt, and silty clay. This zone is characterized by generally low pore pressure; except for a <br /> high-pressure peals at the bottom of the unit associated with very fine sands or less permeable clayey <br /> material . <br /> -� HU3 - Extending from 43 feet to approximately 55 feet bsg, HU3 is composed primarily of layers <br /> of sandy material (sand and fine- to coarse-grained sand) This zone exhibits uniformly low pore <br /> pressures and may be considered a flow unit. <br /> � Advanced GcoEnvironmental, Inc. <br />
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