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2900 - Site Mitigation Program
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PR0539863
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Last modified
2/27/2019 4:51:49 PM
Creation date
2/27/2019 3:57:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0539863
PE
2950
FACILITY_ID
FA0022801
FACILITY_NAME
TINA'S INVESTING INC
STREET_NUMBER
1947
Direction
E
STREET_NAME
CHANNEL
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15312002
CURRENT_STATUS
01
SITE_LOCATION
1947 E CHANNEL ST
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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' 24 March 2015 • • <br /> AGE Project No. 14-3325 <br /> ' Page 4 of 5 <br /> ' BORING ABANDONMENT <br /> Soil borings were abandoned by backfilling with Portland cement from the total depth to <br /> ' surface grade. The surface at each location was completed with native soils. <br /> ' STRATIGRAPHY <br /> Based on samples collected during boring SB-1 through SB4 advancement, generally, <br /> ' moderately dry fine grained silts and clays, and moderately dry fine to medium grained <br /> sands were observed between 10 and twenty feet bsg. During boring advancement field <br /> PID readings did not detect organic vapors above 0 parts per million volume (ppmv). <br /> ' A boring log showing lithological observations is included in Appendix B. <br /> ' FINDINGS <br /> ' Constituents of concern and tracer gas IPA were not reported at or above laboratory <br /> reporting limits in any of the eight analyzed soil samples, and two analyzed soil-vapor <br /> samples. Laboratory analytical results are included in Appendix C. <br /> 1 <br /> CONCLUSIONS/RECOMMENDATIONS <br /> ' Based findings from the soil and soil vapor sampling, petroleum hydrocarbon and VOC <br /> subsurface impact due past uses of the property does not exist at the subject property. <br /> AGE has no recommendations for further environmental site investigations on the <br /> subject property at this time. <br /> 1 <br /> LIMITATIONS <br /> ' Our professional services were performed using that degree of care and skill ordinarily <br /> exercised by environmental consultants practicing in this or similar localities. Findings <br /> ' were based upon analytical results provided by an independent laboratory. Evaluation <br /> of the geologic/hydrogeologic conditions at the site for the purpose of this investigation <br /> was made from a limited number of available data points (soil, soil-vapor samples and <br /> ' groundwater) and subsurface conditions may vary away from these data points. No <br /> other warranty, expressed or implied, is made as to the professional interpretations, <br /> opinions and recommendations contained in this report. <br /> 1 <br /> Advanced GeoEnvironmental,Inc. <br /> 1 <br />
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