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• 0 <br /> SAN JOAQUIN COUNTY <br /> COMMUNITY DEVELOPMENT DEPARTMENT <br /> 1810 E HAZELTON AVE. STOCKTON.CA 95205 a s • <br /> DEVELOPMENT SERVICES PHONE 1209) 468-3120 ' Y - <br /> PLANNING PHONE (2091 468-3120 8 <br /> BUILDING PHONE (209)468-3123 R,:E® jf Y mm-a5H <br /> NEIGHBORHOOD PRESERVATION PHONE 12091 468-3021 <br /> OCT 10 10.91 <br /> BACKPILL EXCAVATION CERT IF,,RP RONMENTALHEALTH <br /> ERMIT/SERVICES <br /> Project Location <br /> / �J�✓✓ //t//.� / Al zQW I �9�9k_yv <br /> Owner // e/c, ✓ y- 77Ea�(��� /v/ /jVA Phone No. Qa9- <br /> �i i <br /> Contractor Phone No. 707' 7 -Z License No. --L� <br /> 61ZI;5 flAZ <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 /> 2. Submission of verification, e.g. load ticket, within 30 days of project <br /> completion that one of the following materials was placed in the excavation in <br /> 12" lifts: <br /> A. Pea gravel - smooth, rounded material not more than One-half (1/2) <br /> inch in diameter. <br /> B. Crushed rock - self-compacting material not more than three-quarters <br /> (3/4) inch in cross sectional measurement. (Use of crushed rock <br /> 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 <br /> similar materials. ) <br /> DECLARATION <br /> I hereby certify that a Soil Engineer's Compaction Report will be submitted within 30 days <br /> of project completion, or submission of verification that the select material described above <br /> will be placed at a minimum of five (S) cubic yards per 1000 gallon tank displacement and <br /> that the entire excavation will be backfilled and compacted to insure compliance with the <br /> Uniform Building Code Appendix Chapter 70. <br /> Name (Print) <br /> r Y/AD r <br /> Title (Print) <br /> Signature <br /> * Shall be the responsible managing employee on the license or authorized <br /> agent. <br /> 6/91-LC/BECERT.DOC <br />