1 U.S. DEPARTMENT OF THE INTERIOR - U.S. GEOLOGICAL SURVEY - WATER RESOURCES STATION NUMBER 021720675 COOPER RIV AT ARMY DEPOT NR N CHARLESTON, SC SOURCE AGENCY USGS STATE 45 COUNTY 019 LATITUDE 325433 LONGITUDE 0795705 NAD27 DRAINAGE AREA CONTRIBUTING DRAINAGE AREA DATUM -8.01 NGVD29 Date Processed: 2004-08-20 15:40 By mishealy APPROVED DD #3, ,PUBLISHED,MAX,MIN,MEAN Gage height, feet WATER YEAR OCTOBER 1992 TO SEPTEMBER 1993 DAILY MEAN VALUES DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP 1 9.81 9.60 8.31 8.33 8.03 8.90 8.70 9.28 9.25 9.31 8.94 9.23 2 9.71 9.82 8.30 9.22 8.91 8.93 8.36 9.27 9.66 9.32 8.68 9.29 3 9.82 9.08 8.25 8.99 9.07 9.34 8.51 9.33 9.32 9.09 8.35 9.15 4 9.97 9.18 8.68 8.83 9.20 8.96 9.22 9.19 8.88 8.76 8.07 9.10 5 9.63 8.92 7.91 8.65 9.77 8.11 10.02 9.06 8.48 8.75 8.14 9.01 6 10.47 8.99 8.59 8.86 9.73 8.52 9.50 8.83 8.66 9.02 8.40 9.20 7 10.43 9.67 8.50 9.28 10.29 9.04 9.59 8.65 8.97 9.11 8.20 9.27 8 10.36 9.60 8.53 9.35 9.58 8.63 9.63 8.80 8.74 9.05 8.78 9.31 9 10.02 9.68 8.80 9.50 9.58 8.51 9.78 8.78 8.44 8.81 8.97 9.21 10 9.67 9.74 8.97 9.75 9.48 8.69 9.17 8.81 8.38 8.56 9.00 8.70 11 9.41 9.48 7.77 9.90 9.52 8.14 8.97 8.61 8.43 8.55 8.95 9.04 12 9.58 9.42 8.10 10.02 9.53 8.99 8.67 8.65 8.78 8.72 8.91 9.41 13 9.70 8.74 8.93 9.52 8.95 8.35 9.09 8.66 9.14 8.66 8.83 9.43 14 9.48 8.86 9.44 9.16 8.94 6.52 9.23 8.97 9.64 8.45 8.90 9.48 15 9.30 8.85 9.89 9.61 9.42 7.65 9.36 9.25 9.37 8.36 9.44 9.38 16 9.23 8.94 9.88 10.05 9.21 8.29 9.02 9.10 9.12 8.61 9.60 9.28 17 9.43 9.21 9.39 9.66 8.79 8.32 8.38 8.89 9.04 9.25 9.59 9.14 18 9.89 9.28 9.28 9.07 9.12 9.08 9.11 8.83 9.10 9.30 9.38 9.24 19 9.67 9.62 9.31 9.43 9.40 9.12 9.12 8.72 9.26 9.28 9.58 9.72 20 9.66 10.37 8.55 9.54 9.19 9.21 8.91 9.11 9.22 9.10 9.86 9.90 21 9.50 10.44 8.83 9.39 9.21 8.97 8.87 9.50 9.10 9.20 9.62 9.36 22 9.36 9.96 8.98 8.50 8.67 8.62 8.09 9.28 9.03 9.14 9.76 9.15 23 9.77 9.25 8.53 8.67 8.45 8.70 8.43 8.93 9.02 9.11 9.91 9.20 24 9.82 9.23 8.18 9.08 8.55 8.47 8.30 8.78 9.35 8.78 9.70 9.04 25 9.51 9.09 9.01 9.05 8.96 8.65 8.22 8.62 9.08 8.39 9.35 9.34 26 9.44 9.06 8.63 9.82 8.98 9.54 8.06 8.50 8.97 8.78 9.17 9.29 27 9.21 8.88 8.95 9.57 8.64 9.24 8.56 8.95 8.90 9.08 9.09 8.75 28 9.10 8.98 8.62 9.25 8.91 8.64 9.03 9.02 8.87 8.84 9.11 8.79 29 9.12 9.07 8.58 8.57 --- 8.66 9.13 9.03 9.06 8.56 9.12 9.15 30 8.96 8.68 8.49 8.82 --- 8.69 9.27 9.10 9.18 8.64 9.16 9.07 31 8.83 --- 8.43 8.14 --- 8.93 --- 9.45 --- 8.99 9.49 --- TOTAL 297.86 279.69 270.61 285.58 256.08 268.41 268.30 277.95 270.44 275.57 282.05 276.63 MEAN 9.61 9.32 8.73 9.21 9.15 8.66 8.94 8.97 9.01 8.89 9.10 9.22 MAX 10.47 10.44 9.89 10.05 10.29 9.54 10.02 9.50 9.66 9.32 9.91 9.90 MIN 8.83 8.68 7.77 8.14 8.03 6.52 8.06 8.50 8.38 8.36 8.07 8.70 1 U.S. DEPARTMENT OF THE INTERIOR - U.S. GEOLOGICAL SURVEY - WATER RESOURCES STATION NUMBER 021720675 COOPER RIV AT ARMY DEPOT NR N CHARLESTON, SC SOURCE AGENCY USGS STATE 45 COUNTY 019 LATITUDE 325433 LONGITUDE 0795705 NAD27 DRAINAGE AREA CONTRIBUTING DRAINAGE AREA DATUM -8.01 NGVD29 Date Processed: 2004-08-20 15:40 By mishealy APPROVED DD #3, ,PUBLISHED,MAX,MIN,MEAN Gage height, feet WATER YEAR OCTOBER 1993 TO SEPTEMBER 1994 DAILY MEAN VALUES DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP 1 9.49 8.18 9.52 8.75 8.58 8.98 8.85 8.50 9.24 8.60 9.03 8.78 2 9.37 8.79 9.61 8.57 8.44 8.99 8.77 8.72 8.81 8.83 9.38 9.01 3 9.11 8.89 9.43 9.35 8.44 8.11 8.62 9.55 9.09 8.77 9.27 9.65 4 9.21 8.84 9.39 7.68 8.42 8.47 8.58 9.31 9.42 8.81 9.10 9.84 5 9.28 8.92 8.28 8.05 8.54 8.85 8.94 8.97 9.16 8.90 8.99 10.03 6 9.74 8.67 8.54 8.48 8.59 9.32 8.89 9.00 9.07 8.89 9.17 9.82 7 10.07 8.97 8.98 8.49 8.66 9.15 8.39 8.72 8.99 8.95 9.70 9.56 8 9.54 9.28 9.12 8.16 8.77 8.96 9.10 8.42 8.66 8.70 9.79 9.55 9 9.08 9.29 9.21 8.53 8.23 9.14 9.04 8.94 9.08 8.48 9.89 9.51 10 9.04 9.33 9.33 8.79 8.72 9.05 8.70 8.94 9.37 8.40 9.53 9.32 11 9.57 9.69 8.56 8.85 9.21 8.53 8.44 9.29 9.06 8.46 9.21 9.31 12 9.62 9.61 8.92 8.61 8.86 9.08 8.69 9.30 8.92 8.54 9.04 9.34 13 9.71 9.27 9.49 8.77 8.80 9.05 8.58 9.49 8.91 8.59 8.98 9.32 14 9.83 8.85 9.65 8.31 8.71 8.55 8.17 9.29 8.98 8.54 8.84 9.08 15 9.91 8.73 8.85 7.27 8.58 8.64 8.60 8.80 8.98 8.36 8.55 9.15 16 10.03 8.68 8.78 8.28 8.49 8.29 8.24 8.27 8.91 8.32 8.87 9.34 17 9.58 8.79 9.44 8.80 8.91 8.74 8.25 8.60 8.96 8.72 8.74 9.16 18 9.28 8.67 9.48 7.85 9.03 8.46 8.47 9.08 9.16 8.85 8.41 8.96 19 9.41 9.34 9.26 8.13 9.26 8.24 8.55 9.53 9.22 9.23 8.59 9.50 20 9.43 8.75 9.43 8.43 9.24 8.66 8.27 9.94 9.12 9.12 8.80 9.96 21 9.06 9.41 8.49 8.40 9.04 8.76 8.43 10.16 9.14 9.03 8.56 9.90 22 9.22 9.51 8.68 8.30 9.44 8.46 8.95 10.45 9.08 8.92 8.64 9.75 23 9.89 9.56 8.64 8.34 9.51 8.83 9.69 10.12 8.72 8.96 9.01 9.38 24 9.95 9.56 8.67 8.28 8.37 8.97 9.25 9.63 8.29 8.98 9.19 9.54 25 10.08 9.81 8.05 8.30 8.97 8.72 8.70 9.30 8.14 8.91 9.19 9.53 26 9.86 9.99 7.42 8.45 8.79 9.20 8.43 8.98 8.17 8.53 9.00 9.49 27 9.52 9.97 7.69 9.19 9.04 9.44 8.51 8.68 8.37 8.35 8.88 9.10 28 9.39 9.02 8.10 9.09 9.02 8.78 8.53 9.56 8.40 8.42 8.95 8.88 29 9.65 8.99 8.42 8.38 --- 8.28 8.44 9.51 8.25 8.53 8.89 9.22 30 9.87 9.27 8.48 8.75 --- 8.48 8.54 9.52 8.46 8.52 8.75 9.56 31 8.32 --- 8.68 8.81 --- 8.83 --- 9.49 --- 8.80 8.94 --- TOTAL 295.11 274.63 274.59 262.44 246.66 272.01 259.61 286.06 266.13 270.01 279.88 282.54 MEAN 9.52 9.15 8.86 8.47 8.81 8.77 8.65 9.23 8.87 8.71 9.03 9.42 MAX 10.08 9.99 9.65 9.35 9.51 9.44 9.69 10.45 9.42 9.23 9.89 10.03 MIN 8.32 8.18 7.42 7.27 8.23 8.11 8.17 8.27 8.14 8.32 8.41 8.78 1 U.S. DEPARTMENT OF THE INTERIOR - U.S. GEOLOGICAL SURVEY - WATER RESOURCES STATION NUMBER 021720675 COOPER RIV AT ARMY DEPOT NR N CHARLESTON, SC SOURCE AGENCY USGS STATE 45 COUNTY 019 LATITUDE 325433 LONGITUDE 0795705 NAD27 DRAINAGE AREA CONTRIBUTING DRAINAGE AREA DATUM -8.01 NGVD29 Date Processed: 2004-08-20 15:40 By mishealy APPROVED DD #3, ,PUBLISHED,MAX,MIN,MEAN Gage height, feet WATER YEAR OCTOBER 1994 TO SEPTEMBER 1995 DAILY MEAN VALUES DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP 1 9.48 8.88 9.19 9.36 8.45 9.03 9.52 8.92 9.24 9.39 9.44 9.94 2 9.71 8.66 9.28 8.79 8.20 9.30 9.09 8.84 8.96 9.10 9.84 9.88 3 10.46 8.84 9.21 8.99 8.74 9.34 9.01 9.12 8.80 9.06 9.25 10.14 4 10.28 8.78 9.25 8.94 7.66 9.34 8.51 9.39 8.85 9.03 8.73 10.20 5 9.89 8.74 8.94 8.82 7.85 9.36 8.84 9.10 9.47 9.06 8.74 10.29 6 9.78 8.73 8.89 9.32 8.60 9.06 9.98 9.28 8.53 9.12 8.69 10.49 7 9.81 8.77 8.76 8.33 8.09 8.76 9.49 8.95 8.67 9.20 8.78 10.37 8 9.58 9.02 8.95 8.30 7.51 8.84 9.22 9.08 8.85 9.23 10.02 10.17 9 9.51 8.75 9.52 8.54 8.25 8.30 9.24 9.48 9.07 9.46 10.05 10.10 10 9.71 8.59 9.28 8.69 8.13 9.00 9.17 9.16 9.32 9.65 9.87 9.87 11 10.38 9.58 9.04 9.01 8.20 8.70 9.56 9.00 9.36 9.58 9.58 9.85 12 10.82 9.53 9.68 8.81 8.57 8.53 9.44 8.98 9.09 9.60 9.41 10.05 13 10.69 9.23 9.88 9.03 8.77 8.68 9.01 9.51 9.13 9.69 9.20 --- 14 9.89 9.22 9.76 9.60 8.88 9.01 9.42 9.24 9.19 9.47 9.40 --- 15 9.98 9.21 9.80 9.22 8.83 9.23 9.29 9.09 9.09 9.30 9.78 --- 16 10.27 9.51 9.96 8.78 8.18 9.44 8.99 9.62 9.09 9.10 9.75 --- 17 10.01 9.56 9.83 9.05 8.11 9.38 8.58 9.37 9.31 9.02 9.81 --- 18 9.79 9.61 9.39 9.39 8.60 9.62 8.74 8.89 9.57 8.91 9.82 --- 19 9.53 9.86 9.45 9.67 8.31 9.98 8.98 8.79 9.27 8.82 10.23 --- 20 9.17 10.14 9.52 8.47 8.67 9.56 8.64 9.42 9.07 8.98 10.49 --- 21 9.22 9.81 9.65 8.07 8.25 8.74 8.56 9.77 9.31 8.84 10.51 --- 22 9.46 8.79 9.87 7.98 8.62 8.65 8.51 9.70 9.32 --- 10.33 9.51 23 9.22 9.13 9.87 8.32 8.62 8.62 9.25 9.55 9.39 --- 10.10 9.39 24 9.18 9.33 9.94 8.18 8.39 9.42 9.12 9.47 9.47 --- 10.42 9.84 25 9.37 8.91 9.68 8.44 8.97 9.15 8.89 9.35 9.21 8.72 10.46 9.82 26 9.24 8.62 9.82 8.42 8.78 9.17 9.10 9.23 9.09 8.72 10.31 9.67 27 9.57 8.95 10.04 8.95 8.66 8.94 9.17 9.27 9.29 8.64 9.96 9.63 28 9.66 8.72 9.90 8.99 8.65 9.04 9.13 9.61 9.39 8.76 9.84 9.82 29 9.49 8.84 9.87 9.27 --- 9.33 9.10 9.31 9.48 8.88 10.53 9.96 30 9.24 8.93 10.33 9.11 --- 9.20 9.03 8.91 9.52 9.04 10.60 9.87 31 9.33 --- 10.06 8.79 --- 9.20 --- 9.21 --- 9.23 10.34 --- TOTAL 301.72 273.24 296.61 273.63 235.54 281.92 272.58 286.61 275.40 --- 304.28 --- MEAN 9.73 9.11 9.57 8.83 8.41 9.09 9.09 9.25 9.18 --- 9.82 --- MAX 10.82 10.14 10.33 9.67 8.97 9.98 9.98 9.77 9.57 --- 10.60 --- MIN 9.17 8.59 8.76 7.98 7.51 8.30 8.51 8.79 8.53 --- 8.69 ---