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Applegate River Basin

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Applegate River Basin 122o15' 124o15' 43o00' DOUGLAS RIVER UE West ROG Branch Elk Cr COOS DOUGLAS Prospect 14330000 KLAMATH RIVER 14332000 14338000 Cascade Gorge South Fork Trail McLeod 14335040 14372300 14337500 Agness 14337600 Big ROGUE Evans Creek14339000 Butte JOSEPHINE Rogue Grants Pass River 14359000 Creek Gold Beach Illinois Wilderville 14361500 Gold Central 14369500 Hill Point N CURRY JACKSON A Applegate R River River 14357500 E Medford C Bear O Applegate 14377100 Ruch C I 14354200 F Chetco Kerby I 14366000 C Ashland Creek A P 14362250 14353500 14400000 Star Gulch 14353000 Brookings 14362000 42o00' 14361900 Copper 0102 03 0 40 MILE S 0102 03 0 40 KILO ME TE RS EXPLANATIO N 14371500 Stream-gaging station OREGON 14339000 Stream-gaging station and water-quality data collection site Figure 33. Location of surface-water and water-quality stations in the Rogue and Chetco River Basins. 832 See Figure 34. Lost Creek South Fork See Figure 34. Reservoir RM Rogue River 167.3 Completed 1977 14335040 RM 157.2 14337500 RM RM 0.64 Big Butte Creek 155.3 14337600 14338000 RM 154.0 RM 1.2 Elk RM Creek RM 151.9 3.3 14339000 RM 138.6 RM RM Bear Creek 21.1 126.8 14357500 14354200 RM 10.1 RM 21.0 14359000 Creek Ashland RM RM 125.8 4.9 Reeder West Branch Elk Creek Elk Creek Branch West Reservoir East Fork RM Ashland 5.3 Creek 14353500 14353000 RM 0.3 RM 5.6 Creek Creek EXPLANATION Ashland West Fork Fork West 14357500 Stream-gaging 14361500 RM 101.8 14361900 station RM 46.3 RM 14369500 Stream-gaging Applegate RM APPLEGATE 37.5 RIVER station and 94.8 14369500 14366000 14362000 Lake water-quality RM 7.6 RM 26.7 RM 45.7 data collection 14362250 site RM 1.1 RM 1.2 River mile Stream—Arrow shows direction ROGUE RIVER ROGUE of flow Star Gulch 14372300 RM 29.7 14400000 RM 10.7 RM ILLINOIS RIVER 27.1 14377100 RM 50.3 CHETCO RIVER P A C I F I C O C E A N Figure 35. Schematic diagram of surface-water and water-quality stations in the Rogue River Basin, downstream from Lost Creek Reservoir. 842 ROGUE RIVER BASIN 14361900 APPLEGATE LAKE NEAR COPPER, OR 1 LOCATION.--Lat 42°03'25", long 123°06'30", in SE ⁄4 sec.25, T.40 S., R.4 W., Jackson County, Hydrologic Unit 17100309, in outlet structure of Applegate Dam on Applegate River, 2.5 mi northeast of former town of Copper, 13 mi south of Ruch and at mile 46.3. DRAINAGE AREA.--223 mi2. PERIOD OF RECORD.--December 1980 to current year. GAGE.--Water-stage recorder. Datum of gage is NGVD of 1929 (levels by U.S. Army Corps of Engineers). REMARKS.--Reservoir is formed by earthfill dam completed in October 1980. Storage began Dec. 2, 1980. Total capacity, 82,200 acre-ft between elevations 1,763.0 ft and 1,987.0 ft, maximum pool elevation. Elevation of gated spillway crest, 1,943.7 ft. Usable contents, 75,200 acre-ft between elevations 1,854.0 ft and 1,987.0 ft. Water is used for flood control, recreation, pollution abatement, irrigation, and other purposes. U.S. Army Corps of Engineers satellite telemeter at station. COOPERATION.--Capacity table furnished by U.S. Army Corps of Engineers. EXTREMES FOR PERIOD OF RECORD.--Maximum contents, 82,610 acre-ft May 11, 1997, elevation, 1,987.41 ft; minimum contents since first filling, 7,230 acre-ft Jan. 11, 1991, elevation, 1,855.1 ft, from graph of gage readings furnished by U.S. Army Corps of Engineers. EXTREMES FOR CURRENT YEAR.--Maximum contents, 82,470 acre-ft May 18, elevation, 1,987.27 ft; minimum contents, 15,900 acre-ft Dec. 6, elevation, 1,885.96 ft. ELEVATION ABOVE NGVD 1929, FEET WATER YEAR OCTOBER 2004 TO SEPTEMBER 2005 DAILY OBSERVATION AT 2400 HOURS DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP 1 1,933.06 1,910.63 1,887.48 1,888.98 1,898.16 1,912.44 1,936.83 1,972.62 1,986.97 1,985.37 1,972.45 1,953.76 2 1,932.35 1,909.62 1,887.16 1,888.85 1,898.87 1,912.95 1,937.88 1,974.14 1,986.96 1,985.09 1,971.93 1,953.10 3 1,931.65 1,908.86 1,886.83 1,888.74 1,899.67 1,913.37 1,938.96 1,975.56 1,986.97 1,984.78 1,971.40 1,952.43 4 1,930.94 1,908.04 1,886.48 1,888.67 1,900.52 1,913.78 1,939.90 1,977.14 1,986.97 1,984.47 1,970.86 1,951.74 5 1,930.23 1,907.15 1,886.14 1,888.55 1,901.38 1,914.15 1,940.75 1,979.28 1,986.98 1,984.15 1,970.32 1,951.06 6 1,929.51 1,906.23 1,886.22 1,888.44 1,902.14 1,914.50 1,941.63 1,981.32 1,986.97 1,983.82 1,969.77 1,950.36 7 1,928.78 1,905.25 1,886.59 1,888.36 1,902.82 1,914.93 1,942.73 1,983.09 1,986.99 1,983.47 1,969.22 1,949.67 8 1,928.06 1,904.26 1,892.74 1,888.35 1,903.41 1,915.40 1,943.91 1,985.39 1,987.00 1,983.12 1,968.66 1,948.97 9 1,927.37 1,903.27 1,899.76 1,888.33 1,903.90 1,915.99 1,944.98 1,986.86 1,986.98 1,982.76 1,968.09 1,948.28 10 1,926.65 1,902.27 1,899.24 1,888.32 1,904.34 1,916.60 1,946.00 1,986.99 1,986.98 1,982.41 1,967.51 1,947.59 11 1,925.91 1,901.30 1,897.94 1,888.23 1,904.74 1,917.26 1,947.06 1,987.00 1,986.98 1,982.04 1,966.92 1,946.90 12 1,925.17 1,900.42 1,897.14 1,888.07 1,905.24 1,917.97 1,948.12 1,987.00 1,986.95 1,981.66 1,966.34 1,946.21 13 1,924.42 1,899.50 1,896.34 1,887.89 1,905.76 1,918.70 1,949.06 1,987.04 1,986.89 1,981.27 1,965.75 1,945.50 14 1,923.65 1,898.57 1,895.85 1,887.74 1,906.24 1,919.28 1,949.88 1,987.06 1,986.82 1,980.88 1,965.17 1,944.79 15 1,922.88 1,897.63 1,895.13 1,887.64 1,906.67 1,919.72 1,950.65 1,987.03 1,986.72 1,980.47 1,964.58 1,944.07 16 1,922.07 1,896.67 1,894.70 1,887.72 1,907.07 1,920.08 1,951.52 1,987.00 1,986.73 1,980.07 1,963.99 1,943.35 17 1,921.25 1,895.70 1,894.33 1,888.23 1,907.40 1,920.38 1,952.64 1,986.99 1,986.77 1,979.65 1,963.38 1,942.64 18 1,920.82 1,894.81 1,894.28 1,889.66 1,907.76 1,920.66 1,953.59 1,987.14 1,986.96 1,979.22 1,962.76 1,941.91 19 1,920.43 1,893.92 1,894.18 1,891.28 1,908.13 1,921.20 1,954.44 1,986.79 1,986.98 1,978.76 1,962.16 1,941.18 20 1,919.82 1,893.11 1,893.97 1,892.93 1,908.59 1,921.98 1,955.27 1,986.71 1,987.00 1,978.31 1,961.55 1,940.43 21 1,919.10 1,892.29 1,893.59 1,894.46 1,909.05 1,922.59 1,956.07 1,986.80 1,986.94 1,977.86 1,960.93 1,939.67 22 1,918.30 1,891.48 1,893.14 1,895.83 1,909.46 1,923.35 1,957.00 1,986.91 1,986.88 1,977.41 1,960.30 1,938.92 23 1,918.06 1,890.80 1,892.70 1,896.70 1,909.83 1,924.12 1,958.25 1,986.91 1,986.80 1,976.94 1,959.68 1,938.19 24 1,917.40 1,890.25 1,892.20 1,896.82 1,910.20 1,924.70 1,959.48 1,987.00 1,986.70 1,976.47 1,959.04 1,937.19 25 1,916.71 1,889.86 1,891.62 1,896.72 1,910.56 1,925.20 1,960.64 1,986.98 1,986.58 1,975.99 1,958.39 1,936.41 26 1,916.11 1,889.47 1,891.23 1,896.94 1,910.93 1,925.68 1,961.85 1,986.97 1,986.43 1,975.51 1,957.73 1,935.63 27 1,915.32 1,889.02 1,890.71 1,897.20 1,911.31 1,928.27 1,963.72 1,986.95 1,986.27 1,975.02 1,957.08 1,934.84 28 1,914.43 1,888.52 1,890.24 1,897.40 1,911.92 1,931.06 1,967.00 1,986.95 1,986.10 1,974.51 1,956.42 1,934.05 29 1,913.53 1,888.11 1,889.78 1,897.48 --- 1,933.03 1,969.14 1,986.97 1,985.91 1,974.02 1,955.74 1,933.24 30 1,912.62 1,887.81 1,889.42 1,897.55 --- 1,934.50 1,970.93 1,986.97 1,985.65 1,973.49 1,955.09 1,932.70 31 1,911.63 --- 1,889.06 1,897.67 --- 1,935.70 --- 1,986.96 --- 1,972.98 1,954.43 --- MAX 1,933.06 1,910.63 1,899.76 1,897.67 1,911.92 1,935.70 1,970.93 1,987.14 1,987.00 1,985.37 1,972.45 1,953.76 MIN 1,911.63 1,887.81 1,886.14 1,887.64 1,898.16 1,912.44 1,936.83 1,972.62 1,985.65 1,972.98 1,954.43 1,932.70 (†) 26,690 16,570 17,030 20,400 26,830 40,230 67,240 82,160 80,880 68,990 53,610 38,320 (‡) -12,290 -10,120 +460 +3,370 +6,430 +13,400 +27,010 +14,920 -1,280 -11,890 -15,380 -15,290 CAL YR2004 MAX 1,987.06 MIN 1,886.14 AC-FT‡ +10 WTR YR2005 MAX 1,987.14 MIN 1,886.14 AC-FT‡ -660 † Contents, in acre-feet, at 2400, on last day of month.
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