Laserfiche WebLink
I December 1995 <br /> AGE-NC Project No. 95-0106 <br /> Page 5 of 5 <br /> 1. Backfill the floor of the excavation with crushed rock. We estimate utilizing 5 cubic yards <br /> of crushed rock on the floor of the excavation. <br /> 2. Backfill the excavation to surface grade with the stockpiled soil. The soil will be placed back <br /> into the excavation using a loader or backhoe <br /> 3. Compaction of the excavation. Compaction testing will be performed on the excavation to <br /> document 90% compaction of the soil. <br /> 4. If necessary, geo-fabric or similar lining will be placed on top of the crushed rock prior to <br /> backfilling with the stockpiled soil. <br /> 4.3. REPORTING <br /> A report detailing the results of the investigation will be prepared. The report will be in a format <br /> acceptable to the PHS-EHD and CVRWQCB. The report will be reviewed and signed by a California <br /> Registered Geologist. <br />