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Fr <br />BA KFILL EXCAVATION CERTIFICATE <br />Project Location %UPM 19 I P M Aid K%JqD . n . M 4 ! 0 51 M a n�ef.e. Ck, <br />Owner�LA+,IL*4, �prdaJ f, Phone No. vA -7-M -414 ( <br />Contractor Phone No. License No. <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 was <br />placed in the excavation in 12" lifts: <br />Pea gravel --smooth, rounded material not more than one-half (1/2) 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 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. <br />t!_atm� <br />int <br />mt <br />* <br />Signature <br />* Shall be the responsible managing employee on the license or authorized agent. <br />