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ARCHIVED REPORTS XR0005386
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3500 - Local Oversight Program
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PR0544424
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ARCHIVED REPORTS XR0005386
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Entry Properties
Last modified
5/6/2019 12:06:13 PM
Creation date
5/6/2019 11:47:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005386
RECORD_ID
PR0544424
PE
3529
FACILITY_ID
FA0005099
FACILITY_NAME
HESS DUBOIS CLEANERS
STREET_NUMBER
300
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
300 W HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r, <br /> • 09 January 2003 <br /> AGE-NC Project No. 95-0114 <br /> Page 2 of 9 <br /> • CPT-5 was advanced to 120 feet bsg at 75 feet northeast of monitoring well MW-10, on the <br /> Stockton Unified School site; <br /> • CPT-6 was advanced to 133 feet bsg at 180 feet northeast of monitoring well MW-10,or 110 <br /> feet northeast of CPT-5 on the Stockton Unified School site; and <br /> • CPT-7 was advanced to 113 feet bsg at 125 feet north of Harding Way,between monitoring <br /> well MW-10 and CPT-4 on the Stockton Unified School site parking area. <br /> The soil borings were terminated at the above-mentioned depths due to refusal encountered or <br /> equipment limitations during drilling activities. <br /> At each boring location, the soil parameters of cone penetrometer tip resistance, sleeve friction and <br /> pore water pressure were continuously measured as the cone penetrometer was advanced to depth. <br /> Utilizing the soil parameters,the Hogentogler Co. computer program interpreted general lithology <br /> types based on the CPT Soil Behavior Classification System (Robertson, P.K., Campanella, R.G, <br /> Gillespie, D, and Greig, J., 1986) and displayed the interpreted lithologies on a continuous CPT <br /> boring log. The CPT interpretive logs are presented in Appendix A. <br /> Rinseate generated during drilling activities was containerized in properly labeled DOT-approved <br /> 55-gallon drums and was stored on-site in an area lacking public access. The CPT soil borings were <br /> backfilled over their entire depth range with a bentonite/portland cement grout mix. <br /> 2.2. GROUND WATER SAMPLE COLLECTION <br /> Following advancement of the initial boring to collect lithologic data, a HydroPunch ground water <br /> sampling tool was attached to the hollow-stem rod assembly and utilized to collect grab ground <br /> water samples at specified depths from an immediately adjacent,twin soil boring. The ground water <br /> samples were collected at the selected depths based on the previously acquired CPT lithologic log <br /> indicating favorable conditions for sampling ground water.Ground water sample was collected from <br /> the CPT borings at the following intervals: <br /> • CPT-1 was sampled between 74 feet and 80 feet bsg and between 116 feet and 120 feet bsg; <br /> • CPT-2 was sampled between 71 feet and 75 feet bsg and between 111 feet and 115 feet bsg; <br /> • CPT-3 was sampled between 46 feet and 50 feet bsg, between 58 feet and 62 feet bsg, and <br /> between 106 feet and 110 feet bsg; <br /> • CPT-4 was sampled between 71 feet and 75 feet bsg and between 106 feet and 110 feet bsg; <br /> Advanced CeoEnvironmental,Inc. <br />
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