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COMPLIANCE INFO_PRE 2019
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2300 - Underground Storage Tank Program
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PR0231219
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COMPLIANCE INFO_PRE 2019
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Entry Properties
Last modified
2/12/2020 5:53:44 PM
Creation date
11/6/2018 9:19:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0231219
PE
2381
FACILITY_ID
FA0002836
FACILITY_NAME
SAN JOAQUIN DELTA COLLEGE DIST
STREET_NUMBER
5151
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10816001
CURRENT_STATUS
02
SITE_LOCATION
5151 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
KBlackwell
Supplemental fields
FilePath
\MIGRATIONS\P\PACIFIC\5151\PR0231219\COMPLIANCE INFO 1987-2015.PDF
QuestysFileName
COMPLIANCE INFO 1987-2015
QuestysRecordDate
8/15/2017 3:06:13 PM
QuestysRecordID
3580045
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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CKFILL EXCAVATION CERTIFICATE <br /> Project Location ' ` ' ! <br /> OwnerI'll 11 - e__ <br /> Phone Na. <br /> Contractor��n1�1�3�r-b -- <br /> Phone No. dd� ��'i/`'�License No. <br /> INDICATE METHOD OF BACKFILL QUALITY ASSURANCE <br /> _ 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" lifts: <br /> _ A. Pea gravel--smooth, rounded material not more than one-half(112) inch in diameter 4 <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 permitted for backfill if contact will be made between the <br /> backfill material and tanks/pipes made of poly resin glass or similar materials.) <br /> DECLARATION <br /> I hereby certify that a Soil Engineer's Compaction Report will be submitted within 30 days of project completion, or submission of <br /> verification that the select material described above will be placed at a minimum of five (5) cubic 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. ,r ' <br /> 'ie rmt <br /> * �cS <br /> it a rant <br /> * <br /> gn <br /> * Shall be the responsible managing employee on the license or authorized agent. <br />
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