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COMPLIANCE INFO 1987-2005
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231294
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COMPLIANCE INFO 1987-2005
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Last modified
1/12/2024 4:18:13 PM
Creation date
11/7/2018 10:51:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1987-2005
RECORD_ID
PR0231294
PE
2381
FACILITY_ID
FA0004037
FACILITY_NAME
TOP FILLING STATION
STREET_NUMBER
101
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15125306/07
CURRENT_STATUS
02
SITE_LOCATION
101 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\W\WILSON\101\PR0231294\COMPLIANCE INFO 1987-2005.PDF
QuestysFileName
COMPLIANCE INFO 1987-2005
QuestysRecordDate
8/15/2017 4:19:14 PM
QuestysRecordID
3580991
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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BACKFILL EXCAVATION CERTIFICATE <br /> Project Location 101 SCIJ14 WJ5 , II <br /> Owner F?'7 C/1 J I,(-.a - Phone No. <br /> Contractor AAA sC E d Cts o&viPhone No. y 0o t l2 License No. <br /> INDICATE METHOD OF BACKFILL QUALITY ASSURANCE <br /> 1. Submission of Soil Engineer's Compaction Report within 30 days of project completion, or <br /> 2. Submission of verification, e.g., load ticket, within 30 days of project completion that one of the following materials was <br /> placed in the excavation in 12" life: <br /> A. Pea gravel--smooth, rounded material not more than one-half(112) Inch in diameter <br /> _ B. Crushed rock--self-compacting material not more than three-quarters (314) inch in cross sectional <br /> measurement. (Use of crushed rock will not be perrmned for backfill if contact will be made between the <br /> backfill material and tanks/pipes made of poly resin -lass or similar materials.) <br /> DECLARATION <br /> I herebv certify that a Soil Engineer's Compaction Report will be submitted within 30 days ofprojeca completion, or submission of <br /> verification that the select material described above will be placed at a minimum of rive (5) csbic yards per 1000 gallon tank <br /> displacement and that the entire excavation will be backfilled and compacted to insure compliance with the Uniform Building Code <br /> .appendix Chapter 70. <br /> _1 <br /> * <br /> Name (P-mi) <br /> * reDg�S <br /> Title(Print) <br /> tgnature <br /> Shall be the responsible managing employee on the license or authorized agent. <br />
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