290 DISCHARGE AT PARTIAL-RECORD STATIONS AND MISCELLANEOUS SITES As the number of streams on which streamflow information is likely to be desired far exceeds the number of stream-gaging stations feasible to operate at one time, the Geological Survey collects limited streamflow data at sites other than stream-gaging stations. When limited streamflow data are collected on a systematic basis over a period of years for use in hydrologic analyses, the site at which these data are collected is called a partial-record station. Data collected at these partial-record stations are usable in low-flow or floodflow analyses, depending on the type of data col- lected. In addition, discharge measurements are made at other sites not included in the partial-record program. These measurements are generally made in times of drought or flood to give better areal coverage to those events. Those measurements and others collected for some special reason are called measurements at miscellaneous sites. Records collected at crest-stage partial-record stations are presented in the following table. Discharge measurements made at low-flow par- tial-record sites and at miscellaneous sites and for special studies are given in separate tables. Crest-stage partial-record stations The following table contains annual maximum discharges for crest-stage stations. A crest-stage gage is a device which will register the peak stage occurring between inspections of the gage. A stage-discharge relation for each gage is developed from discharge measurements made by indirect measurements of peak flow or by current meter. The date of the maximum discharge is not always certain but is usually determined by comparison with nearby continuous-record stations, weather records, or local inquiry. Only the maximum discharge for each water year is given. Information on some lower floods may have been obtained but is not published herein. The years given in the period of record represent water years for which the annual maximum has been determined. Annual maximum discharge at crest-stage partial-record stations during water year 2001 Water year 2001 maximum Period of record maximum Station name Location Period Gage Gage and and of height Discharge height Discharge number drainage area Record Date (ft) (ft3/s) Date (ft) (ft3/s) SUSQUEHANNA RIVER BASIN CHEMUNG RIVER BASIN Crooked Creek Lat 41°50’33”, long 77°16’25”, 1986-2001 4-09-01 43.91 2,400 11-08-96 51.93 15,300 below Catlin Hol- Tioga County, Hydrologic Unit low at Middlebury 02050104, at single-span Center, Pa. bridge on Township Route 586 (01518420) at Middlebury Center. Drainage area is 74.3 mi2. Cowanesque River Lat 41°59’15”, long 77°18’09”, 1980-2001 4-09-01 23.61 7,920 1-19-96 a30.20 28,000 at Elkland, Pa. Tioga County, Hydrologic Unit (01519200) 02050104, at single-span steel- truss bridge on State Highway 49 at Elkland. Drainage area is 235 mi2. WEST BRANCH SUSQUEHANNA RIVER BASIN West Branch Sus- Lat 41°07’03”, long 78°06’33”, 1918-1920b 4-17-01 6.86 10,200 6-23-72 18.57 84,300 quehanna River at Clearfield County, Hydrologic 1940-95≠ Karthaus, Pa. Unit 02050201, at steel-truss 1996-2001 (01542500) bridge on State Highway 879 at Karthaus. Drainage area is 1,462 mi2. First Fork Sinnema- Lat 41°31’08”, long 78°01’40”, 1968-80* 4-10-01 7.73 2,240 1-19-96 15.37 15,400 honing Creek at Potter County, Hydrologic Unit 1982* Wharton, Pa. 02050202, 50 ft upstream from 1984-2001 (01543700) bridge on State Highway 872, and 0.8 mi southwest of Whar- ton. Drainage area is 182 mi2. West Branch Sus- Lat 41°08’17”, long 77°26’32”, 1975-2001 3-23-01 11.67 23,300 1-20-96 25.76 93,900 quehanna River at Clinton County, Hydrologic Lock Haven, Pa. Unit 02050203, on right bank (01545800) 1,250 ft downstream from Jay Street bridge, and 2.1 mi upstream from Bald Eagle Creek. Drainage area is 3,345 mi2. 291 DISCHARGE AT PARTIAL-RECORD STATIONS AND MISCELLANEOUS SITES Annual maximum discharge at crest-stage partial-record stations during water year 2001—Continued Water year 2001 maximum Period of record maximum Station name Location Period Gage Gage and and of height Discharge height Discharge number drainage area Record Date (ft) (ft3/s) Date (ft) (ft3/s) SUSQUEHANNA RIVER BASIN--Continued WEST BRANCH SUSQUEHANNA RIVER BASIN--Continued Bald Eagle Creek Lat 41°04’51”, long 77°32’59”, 1910-95≠ 3-22-01 9.49 2,820 3-18-36 c14.42 25,600 near Beech Creek Clinton County, Hydrologic 1996-2001 Station, Pa. Unit 02050204, on right bank at (01548005) abandoned railroad bridge, 1.5 mi downstream from Beech Creek, and 4.2 mi downstream from Foster Joseph Sayers Dam. Drainage area is 562 mi2. Datum of gage is 560 ft above sea level, from topographic map. Lycoming Creek Lat 41°16’01”, long 77°02’49”, 1908-13d 12-17-00 7.26 4,450 1-19-96 18.69 f45,000 near Williams- Lycoming County, Hydrologic 1982-87* port, Pa. Unit 02050206, 150 ft down- 1988-90 (01550500) stream from concrete bridge on 1995-2001 U.S. Highway 15, 1.2 mi down- stream from Beautys Run, and 3.4 mi upstream from mouth. Datum of gage is 530.12 ft above sea level. Drainage area is 268 mi2. Muncy Creek near Lat 41°12’27”, long 76°45’09”, 1989-2001 12-17-00 14.10 6,120 1-19-96 20.57 g43,000 Muncy, Pa. Lycoming County, Hydrologic (01553005) Unit 02050206, 1,900 ft down- stream from Little Muncy Creek, 2,300 ft upstream from bridge on State Highway 405, and 2.2 mi east of Muncy. Drainage area is 209 mi2. JUNIATA RIVER BASIN Raystown Branch Lat 40°02’45”, long 78°31’45”, 1989-90 4-16-01 10.55 3,260 1-19-96 16.97 9,340 Juniata River at Bedford County, Hydrologic 1996-2001 Wolfsburg, Pa. Unit 02050303, 150 ft up- (01559790) stream from single-span steel- girder bridge on U.S. Highway 30 at Wolfsburg, and 4.7 mi upstream from Dunning Creek. Drainage area is 132 mi2. Aughwick Creek Lat 40°16’55”, long 77°53’27”, 1990-2001 3-22-01 7.15 2,570 1-19-96 19.46 44,400 near Shirl- Huntingdon County, Hydro- eysburg, Pa. logic Unit 02050304, on left (01564512) bank 0.2 mi upstream from Sugar Run, and 1.2 mi south- west of Shirleysburg. Drainage area is 301 mi2. Juniata River at Lat 40°35’40”, long 77°34’58”, 1989-2001 4-17-01 14.33 20,400 1-20-96 h31.64 74,400 Lewistown, Pa. Mifflin County, Hydrologic (01564895) Unit 02050304, on left bank 1,200 ft upstream from Kish- acoquillas Creek. Datum of gage is 443.83 ft above sea level. Drainage area is 2,519 mi2. 292 DISCHARGE AT PARTIAL-RECORD STATIONS AND MISCELLANEOUS SITES Annual maximum discharge at crest-stage partial-record stations during water year 2001—Continued Water year 2001 maximum Period of record maximum Station name Location Period Gage Gage and and of height Discharge height Discharge number drainage area Record Date (ft) (ft3/s) Date (ft) (ft3/s) SUSQUEHANNA RIVER BASIN--Continued JUNIATA RIVER BASIN--Continued Kishacoquillas Lat 40°39’17”, long 77°35’00”, 1940-70≠ 3-22-01 5.34 821 1-19-96 i14.20 12,400 Creek at Reeds- Mifflin County, Hydrologic 1984-85≠ ville, Pa. Unit 02050304, on left bank 1982-87* (01565000) 150 ft downstream from bridge 1989-2001 on old U.S. Highway 322, and 1.0 mi southeast of Reedsville. Datum of gage is 551.23 ft above sea level. Drainage area is 164 mi2. Tuscarora Creek Lat 40°30’55”, long 77°25’10”, 1911-58≠ 5-26-01 9.11 3,080 9-07-96 j21.27 25,000 near Port Royal, Juniata County, Hydrologic 1982-87* Pa. (01566000) Unit 02050304, at single-span 1988-90 bridge on SR 3008, 2.0 mi 1992-95k southwest of Port Royal, and 1996-2001m 3.5 mi upstream from mouth. Datum of gage is 420.47 ft above sea level. Drainage area is 214 mi2. CODORUS CREEK BASIN Codorus Creek near Lat 39°56’46”, long 76°45’20”, 1915-23n 12-17-00 8.13 2,990 6-22-72 o26.36 30,000 York, Pa. York County, Hydrologic Unit 1926-32n (01575500) 02050306, on left bank 0.5 mi 1940-96≠ upstream from bridge on Rich- 1997-2001 land Ave. (SR 3054), 2.0 mi downstream from South Branch Codorus Creek, and 2.0 mi southwest of York. Drainage area is 222 mi2. Datum of gage is 356.39 ft above sea level. CONOWINGO CREEK BASIN Conowingo Creek Lat 39°50’35”, long 76°11’45”, 1963-2001 12-17-00 5.81 353 7-01-84 p13.50 6,200 near Buck, Pa. Lancaster County, Hydrologic (01578200) Unit 02050306, at concrete bridge on SR 3008, 2.0 mi upstream from Jackson Run, and 2.5 mi southeast of Buck. Drainage area is 8.71 mi2. ≠ Operated as a continuous-record gaging station. * Operated as a low-flow partial-record station. a From floodmark. b Gage heights only, in reports of Water Supply Commission of Pennsylvania. c Site and datum in use before October 1984. d Operated as a continuous-record station by the Pennsylvania Department of Forests and Waters. Published as “at Bridge No. 2, near Williamsport.” f From rating curve extended above 8,000 ft3/s.