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REMOVAL_1994
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR0231848
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REMOVAL_1994
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Entry Properties
Last modified
1/9/2020 2:33:12 PM
Creation date
1/9/2020 1:49:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
1994
RECORD_ID
PR0231848
PE
2361
FACILITY_ID
FA0002052
FACILITY_NAME
NuStar Terminals Operations Partnership L.P.
STREET_NUMBER
3505
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16203004
CURRENT_STATUS
01
SITE_LOCATION
3505 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
KBlackwell
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EHD - Public
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SAN JOAQUIN COUNTY <br /> COMMUNITY DEVELOPMENT DEPARTMENT <br /> 1810 E HAZELTON AVE.STOCKTON.CA 95205 <br /> • �`�••... .'int• DEVELOPMENT SERVICES PHONE (209) 468.3120 r <br /> PLANNING PHONE(2091 468.3120 <br /> BUILDING PHONE 1209) 468.3123 <br /> NEIGHBORHOOD PRESERVATION PHONE (209) 468-3021 <br /> BACKFILL EXCAVATION CERTIFICATE <br /> Project Location 35aS I AY V PIZ-Iyl,;� <br /> Owner pSGd >FIN16-s Phone No. <br /> ' ��-- <br /> Contractor�fJ4�l, � �, 'o. �.�i�!Ur., Phone No. L/ic> nse No. <br /> INDICATE METHOD OF BACKFILL QUALITY/ASSURANCE <br /> 1. Submission of Soil Engineer's Compaction, Report within 30 days of project <br /> completion, or <br /> _ Submission of verification, e.e load ticket, within 30 days of project <br /> comple ion that one of the follW ing materials was placed in the excavation in <br /> 12" efts: <br /> A. Pea gravel - mooth, rounded material not more than one-half (1/2) " <br /> inch in di eter. <br /> _ B. Crushe ock - self-compacting material not more than three-quarters <br /> (3/4) inch in cross sectional measurement. (Use of crushed rock <br /> wil not be permitted for backfill if contact will be made between <br /> t backfill material and tanks/pipes made of poly resin glass or <br /> imilar materials. ) <br /> DECLARATION <br /> I hereby certify t t a Soil Engineer' s Compaction Report will be submitted within 30 days <br /> of project comple on, or submission of verification thathe select material described above <br /> will be placed a minimum of five (5) cubic yards pe ' 1000 gallon tank displacement and <br /> that the entir excavation will be backfilled and compActed to insure compliance with the <br /> Uniform Build' g Code Appendix Chapter 70. <br /> 1. <br /> * <br /> Na e Pr n <br /> Titi (P in ) <br /> * Y <br /> Signature <br /> * Shall be the responsible managing employee on the license or authorized <br /> agent. <br /> 6/91-LC/BECERT.DOC <br />
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