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•. <br />NORTHWEST COLORADO CONSULTANTS, INC. <br />NUCLEAR DENSITY TEST RESULTS <br />Project: Waste Coal Pile <br />Project No.: 95-2296 <br />Report No.: 39 <br />Date: 4/14/99 <br />Test <br />Number Location Depth <br />Elevation Proctor <br />Number Dry <br />Density <br />(Pct Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />155 N30896, E 16340 6997.8 3 89.6 14.1 94 90 <br />156 N31049, E 16328 6989.7 95.9 8.1 100 90 <br />157 N31222, E16302 6978.1 86.3 13.1 90 90 <br />158 N30385, E16386 6997.5 87.8 11.5 92 90 <br />159 N30614, E16422 6981.0 90.2 12.7 94 90 <br />160 N30838, E16452 6972.7 98.6 15.1 100+ 90 <br />161 N31006, E16451 6964.4 96.2 14.6 100+ 90 <br />162 N31169, E16463 6949.9 98.2 8.7 100+ 90 <br />163 N32054, E16991 6941.3 87.3 13.1 91 90 <br />164 N31939, E16857 6950.3 94.8 9.9 99 90 <br />165 N31807, E16650 6954.4 94.4 11.5 99 90 <br />Proctor Data: <br />No.: 1 Maximum DD: 86.5 OMC: 15.5 Soil Type: Processed Waste <br /> Coal <br />No.: 2 Maximum DD: 99.0 OMC: 14.0 Soil Type: Processed Waste <br /> Coal <br />No.: 3 Maximum DD: 95.5 OMC: 14.0 Soil Type: Processed Waste <br /> Coal <br />No.: 4 Maximum DD: 90.5 OMC: 16.0 Soil Type: Processed Waste <br /> Coal <br />No.: 5 Maximum DD: 90.0 OMC: 18.5 Soil Type: Processed Waste <br /> Coal <br />Comments: <br />' RPAR= Refuse Pile Access Road <br /> BSG= Below Subgrade Grade NWC= Northwest Corner <br /> SG= Subgrade Grade NEC= Northeast Corner <br /> SBG= Subbase Grade SWC= Southwest Corner <br /> BSBG= Below Subbase Grade SEC= Southeast Corner <br /> BCG= Base Course Grade BFG= Below Footing Grade <br /> BBF= Below Bottom of Footing FG= Footing Grade <br /> ADL= Above Drain Level DDL= Over Drain Level <br /> ANG= Above Natural Grade BEG= Below Existing Grade <br /> ATD= Above Toe Drain B1B= Below 1st Bench <br />