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REMOVAL_2004
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231963
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REMOVAL_2004
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Entry Properties
Last modified
12/23/2019 2:51:46 PM
Creation date
11/7/2018 10:09:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
2004
RECORD_ID
PR0231963
PE
2361
FACILITY_ID
FA0006445
FACILITY_NAME
PG&E: Stockton Service Center
STREET_NUMBER
4040
STREET_NAME
WEST
STREET_TYPE
Ln
City
Stockton
Zip
95204
APN
117-020-01
CURRENT_STATUS
01
SITE_LOCATION
4040 West Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
KBlackwell
Supplemental fields
FilePath
\MIGRATIONS\W\WEST\4040\PR0231963\2004 REMOVAL .PDF
QuestysFileName
2004 REMOVAL
QuestysRecordDate
7/26/2018 11:28:37 PM
QuestysRecordID
3948763
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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SAN JOAQUIN COO PUBLIC HEALTH SERVICES/ENVIRONMENTAL HEAL VISION <br /> I' WORKSHEET FOR SITE CLOSURE EVALUATION DATE <br /> NAME OF FACILITY ,�,. `� . SWEEPS CODE XZ <br /> ADDRESS O Y V u'J <br /> TANK ID /! I n.6 <br /> TANK SIZE FUEL TYPE <br /> 11. GENERAL SITE HISTORY <br /> *** <br /> [s permit current? Yes No Permit N - Facility Status Code Doc.Soil/GW Cont Yes No <br /> Number of Tanks at facility Age of Tanks(if available) Type of Tank Steel Fbrgl Sngl Dual <br /> III. TANK HISTORY <br /> Was Tank tested? Yes No Failed precision test ? Yes No If yes, give date(s) <br /> Was a repair made to the tank system? Yes No If yes, what was repaired? <br /> Was repair done under inspection? Yes No Were soil samples analyzed? Yes No BTXE TPH-G TPH- <br /> Type of failure/discharge catastrophic Long-term LeakageF overfill unknown other: <br /> IV. REMOVAL HISTORY (ATTACH INSPECTION REPORT FOR SITE DETAILS/COLLECT DATA FOR LEACHING POTENTIAL ANALYSIS) <br /> Soil Samples Received Yes No Depth to Ground Water Ref/Year leverage Annual Precipitation A=114 10-25 <br /> On-Site WeLI(s) Yes No Number & Type Irr Dom - Pub <br /> S Score S Tondition <br /> Score <br /> Distance to Wells) from Tank ft; ft; ft C 10 pts C 5 pts <br /> 0 if 0 if <br /> R condition R condition <br /> V. Site Feature - Leaching Potential Analysis E is met E is met <br /> Minimum Depth to groundwater from the Soil Sample (feet) >100 51-100 25-50\1 <br /> Fractures in subsurface (applies to foothills or mountain areas) None G Unknown J Present <br /> Average Annual Precipitation (inches) xxxxxx <10 91 10-25 xxxxxxx 26-40\2 <br /> Man-Made conduits which increase vertical migration <br /> of leachate (i.e., septic systems, water wells, ponds) None Unknown Present <br /> Unique site features: Recharge area, coarse soil, nearby wells. At least More than <br /> xxxxxx None one one <br /> COLUMN TOTALS>>>TOTAL POINTS + 3 + S <br /> Sample Result: (B T X OR E) RANGE OF TOTAL POINTS 49 pts or more 41 - 48 pts 40 pts or <br /> rr Less <br /> B T X E B T % E <br /> MAXIMUM ALLOWABLE B-T-X-E LEVELS (PPM) 1 50 50 50 .3 .3 1. 1. NA\3 <br /> Sample pResult: GASOLINE 1000 100 10 <br /> �I 9 fjok TQ H D MAXIMUM ALLOWABLE TPH LEVELS (PPM) <br /> TPH DIESEL 10,000 1000 100 <br /> FOOTNOTES: ***If documented soil and/or ground water contamination is present, do not complete the Leaching potential <br /> analysis. (i.e., site is currently on UGT Contamination List for soil or ground water.) <br /> \1 If depth is > 5 ft. and < 25 ft., score 0 points. If depth <=5 ft., do not use table. <br /> \2 If precipitation is > 40 inches, score 0 points. <br /> \3 Levels for BTX&E are not applicable at a TPH concentration of 10 ppm (gasoline) or 100 ppm (diesel). <br /> VI. STAFF RECOMMENDATION/CONCLUSION <br /> 1. Are BTX & E or TPH Concentrations > Allowable Levels *Yes No <br /> 2. Recommend Site Closure Yes o *If Yes, Refer to Site Mitigation for Evaluation <br /> VIZ. REVIEW EVALUATION - TO BE COMPLETED BY A SUPERVISOR/SENIOR <br /> CONCUR WITH STAFF RECOMMENDATION FOR CLOSURE YESV, NO REFERRED TO SITE MITIGATION FOR EVALUATION YES NO <br /> DATE REFERRED / / DATE CLOSURE LETTER MAILED <br /> NAME OF <br /> EVALUATOR <br /> EH 23 80 (UGTWKSHT)\5/90 <br />
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