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REMOVAL_1995
Environmental Health - Public
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EHD Program Facility Records by Street Name
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T
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29633
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2300 - Underground Storage Tank Program
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PR0231422
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REMOVAL_1995
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Entry Properties
Last modified
2/15/2024 3:45:46 PM
Creation date
11/8/2018 9:54:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
1995
RECORD_ID
PR0231422
PE
2381
FACILITY_ID
FA0003781
FACILITY_NAME
TRACY AIRPORT
STREET_NUMBER
29633
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
25311031
CURRENT_STATUS
02
SITE_LOCATION
29633 S TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\T\TRACY\29633\PR0231422\REMOVAL 1995 .PDF
QuestysFileName
REMOVAL 1995
QuestysRecordDate
8/22/2017 7:03:09 PM
QuestysRecordID
3601039
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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BACKFILL EXCAVATION CERTIFICATE <br /> Project Location, `t T G1 \M/ UNIG(P>4L P<IK?f)?T / <br /> Owner CA DP-I C Phone No. ZOq —9i 51&l 4� b <br /> Contractor C,(Z-y Mc, . Phone No. "610-2612--372-6License No. <br /> / INDICATE METHOD OF BACKFILL QUALITY ASSURANCE <br /> V 1. Submission of Soil Engineer's Compaction Report within 30 days of project completion, or <br /> 2. Submission of verification, e.p., load ticket,within 30 days of project completion that one of the following materials <br /> was placed in the excavation in 12" lifts: <br /> A. Pea gravel--smooth, rounded material not more than one-half(12) inch in diameter <br /> B. Crushed rock--self-compacting material not more than three-quartets (3/4) inch in cross sectional <br /> measurement. (Use of crushed rock will not be permitted for backfill if contact will be made between <br /> the 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 roject completion,or submission <br /> of 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 <br /> Code Appendix Chapter 70. <br /> * SHPcN� .KINI <br /> ame (Print) <br /> u e (Frin <br /> * <br /> —Signature <br /> * Shall be the responsible managing employee on the license or authorized agent. <br /> i <br /> L <br /> i <br /> e <br /> a <br />
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