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PR0544148
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Last modified
2/14/2019 5:39:52 PM
Creation date
2/14/2019 2:49:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0544148
PE
3526
FACILITY_ID
FA0005937
FACILITY_NAME
NEAL STALLWORTH AUTO DETAIL
STREET_NUMBER
602
Direction
N
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13916509
CURRENT_STATUS
02
SITE_LOCATION
602 N CALIFORNIA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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30 July 2008 <br /> AGE-NC Project No. 99-0682 <br /> Page 8 of 13 <br /> unit and is characterized by significantly greater hydraulic conductivity values than 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 /> Based on the CPT results and comparison with soil descriptions from borings previously advanced <br /> on-site, AGE has refined previous subsurface hydrogeologic models presented in the AGE-prepared <br /> Cone Penetrometer TestingReport, dated 10 December 2004 andAdditional Site AssessmentReport <br /> dated 07April 2006. The model is comprised of eleven informal hydrogeologic units: a vadose <br /> (unsaturated) zone and ten hydrogeologic units; the model presented is interpretational and may be <br /> modified as additional data is collected. The eleven vertical zones identified are as follows (depths <br /> are approximate and can vary by several feet across the site) : <br /> Vadose Zone - Extending from surface grade to 31 feet bsg, the average depth to the ground water <br /> water table. The vadose zone is predominately coarse grained (sand and silty sand) from surface <br /> grade to 10 feet bsg, with fine material (silt and clay) and some coarser grained materials inferred <br /> from 10 feet bsg to the surface of the water table. In the area of CPT-8, off-site towards the east, <br /> there appears to be more sands in the upper HUs (Appendix B; Figures 3 through 8) that are not <br /> present on the on-site CPT logs. <br /> Hydrogeologic Unit 1 (HUl ) - At the top of the current saturated zone, HUl extends from 31 feet <br /> to between 49 feet and 55 feet bsg and is comprised primarily of silt and clay with discontinuous <br /> sand lenses and is characterized on the CPT logs by low to moderate pore pressures. <br /> Hydrogeologic Unit 2 (HU2) - extends from between 49 feet and 55 feet to 60 feet bsg. HU2 is <br /> characterized by silty sand interbedded with thinner silt and clay layers with moderately low to <br /> moderate pore pressures . <br /> Hydrogeologic Unit 3 (HU3) - extends from 60 feet to 63 feet bsg; HU3 is a sand to silty sand layer <br /> characterized by very low pore pressure. <br /> Hydrogeologic Unit 4 (HU4) - extends from 63 feet to 127 feet bsg; HU4 consists primarily of silts <br /> and clays with some discontinuous layers of sand to sandy silt. The unit is characterized by low to <br /> moderate pore pressure. A cemented sand unit is present between 60 and 65 feet bsg, which appears <br /> to have a significant pore pressure preceding the detection of the sand. <br /> Hydrogeologic Unit 5 (HU5) - extends from 127 feet to 131 feet bsg; HU5 consists of sand to silty <br /> sand, characterized by very low pore pressure. <br /> Hydrogeologic Unit 6 (HU6) - extends from 131 feet to 161 feet bsg; the unit is predominately silt <br /> and clay with laterally discontinuous sands to sandy silts; HU6 is characterized by low to moderate <br /> Advanced GeoEnvironmental, Inc. <br />
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