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ORIGINAL-PUBLIC FILE (Page 2) MIt~E ID # OR PROSPECTING ID #: ~+-~ es;n-gee INSPECTION DATE: 6/~4(Od INSPECTOROS INITIALS: -BK- OBSERVATIONS The Division conducted a weekly construction progress and monitoring inspection of the site on 6/24/04. Present during the site inspection was Mark Tidquist of CC&V. Ir.•.spected the Phase IVC, construction area. Drain cover was being deployed at the South West portion of the expansion area. No clay or geomembrane was being deployed at the time of the inspection. Most of the West side of the expansion areas had both clay and geomembrane liner in place. According to Mark, Poly flex will be in tomorrow to conduct some geomembrane repair work. Inspected the Phase I,II,II AND IV pregnant solution collection areas arld recorded the following readings from the High and Low volume solution collection transducers. PYlase I High volume solution collection transducer # 1 was recorded at 25.2 # 2 was at 28.7 and # 3 was at 27.2. Low volume transducer # 1 was recorded at: .15 and # 2 was at .56. Piezometer for the pond was at 34 feet. Phase II AND III High volume solution collection transducer # 4 was recorded at 31.0 #5 was at 31.7 and # 6 was at 31.5 and # 26.7 and # 6 was at: 31.8. Piezometer for the pond was at 32,5 feet. PYlase IV Low Volume solution collection transducer # 1 was recorded at 18.2 and # 2 was at 8.9 (inches of hydrostatic head) High volume solution collection transducer # 7 was recorded at 25.2 # 8 was at: 24.4 # 9 was at 26.0 and # 10 was at 26,3 (ALL TRANSDUCER READINGS UPdLESS NOTED ARE IN FEET OF HYDROSTATIC HEAD). Inspected the external pond, it was holding some water. Low volume transducer #1 was recorded at 13.1 and # 2 was at 10.4 inches of hydrostatic head. 18. E Contact Address NAME: MR PHIL BARNES OPERATOR: CC&V STREET: P.n gC,x tet CITY/STATE/ZIP: vicma ccl RnR~n CC: cc. r CE r BL r FS r HW r HMWMD (CH) r r SE r WOCD (CH) r OTHER Harry Posey (e-mail)