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s <br />BACKFILL EXCAVATION CERTIFICATE <br />Project Location &2AC_1___�:'" `>02rT761� 1-6-Ct l <br />Owner i ESC .. Phone No. -3 <br />,[ <br />Contractor i) ��,� L).k3 f Phone No. Cc, 3 `7 Z' J License No. 6y <br />i t7 e-,3 e <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 <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-quarters (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 project 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 />1411mG �rrun) <br />s S` �- <br />* <br />Stg <br />ature <br />* Shall be the responsible managing employee on the license or authorized agent. <br />