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SCLDF_CELLPH6_SHEET-2 EXT COND
6 2 5 0 620 0 6200 6200 6350 63 5 0 6350 6350 630 0 6 3 0 0 6300 6 4 5 06450 6450 6500 6400 640 0 6400 640 0 6550 6 2 5 0 62 5 0 6250 6100 6050 60 5 0 6100 610 0 6150 6150 6 2 0 0 620 0 62 0 0 6200 6250 6250 6250 6250 6 2 5 0 625 0 6300 6300 6300 6300 6350 6350 6350 6350 6400 6400 640 0 6450 N.40,500 N.41,000 N.41,500 N.42,000 N.42,500 E. - 1 0 , 5 0 0 E. - 1 0 , 0 0 0 E. - 9 , 5 0 0 E. - 9 , 0 0 0 E. - 8 , 5 0 0 E. - 8 , 0 0 0 N.43,000 N.43,500 E. - 1 1 , 0 0 0 E. - 1 1 , 5 0 0 E. - 1 2 , 0 0 0 E. - 7 , 5 0 0 E. - 7 , 0 0 0 E. - 6 , 5 0 0 6300 E. - 6 , 0 0 0 E. - 5 , 5 0 0 PROPOSED PHASE 6 AREA PHASE 5 AREA PERMITTED FILL AREA 1. HISTORICAL WASTE WAS DISCOVERED IN TEST PITS (TP) 1 THROUGH 4, 13, 14, 16, 17 AND 19 THROUGH 24. 2. NO HISTORICAL WASTE WAS OBSERVED IN TP 5 THROUGH 12, 15, AND 18. 3. NO HISTORICAL WASTE OR GROUNDWATER WAS OBSERVED IN TP 5, TP 7, 4. LOCATIONS OF MANHOLES, VALVES, AND SOLID CONTACT WATER COLLECTION PIPES ARE APPROXIMATE AS PROVIDED BY FACILITY 5. TRANSFER PARCEL WAS ADDED BASED ON PRELIMINARY SURVEY DATED SEPTEMBER 12, 20 FROM HIGH COUNTRY ENGINEER, INC. NOTES OR TP 8, 17 AND 19 THROUGH 24. PERSONNEL. DRA F T