U.S. GEOLOGICAL SURVEY
WATER-RESOURCES CONDITIONS IN
NEW YORK
MAY 2000

U.S. GEOLOGICAL SURVEY, WRD
New York District, Troy, NY
WATER RESOURCES REVIEW AND CURRENT CONDITIONS STATEMENT
FOR MAY 2000
Prepared June 2, 2000
Troy Subdistrict--Summary Report
Provisional streamflow conditions at sites monitored and included in this report in
eastern New York were in the excessive range except at Schoharie Creek at Prattsville,
Wallkill River at Gardiner, and East Branch Delaware River at Margaretville. Mean flows
at these 3 sites were in the normal range. As in April, precipitation was above normal
in the Capital Region for May (4.86 in., normal = 3.29 in.) and for the year to date
(19.16 in., normal = 13.84 in.). The percent of median flow increased from April to May
at all sites included herein and conditions were in the excessive range for the third
consecutive month at Hudson River at Hadley and fourth consecutive month at West Branch
Delaware River at Walton.
About 8 inches of rainfall (more than twice the normal for May) fell in parts of
Herkimer County during May (primarily during May 11-14) resulting in localized flooding.
The USGS gaging station on West Canada Creek at Kast Bridge recorded its second largest
peak discharge in 80 years (19,600 cfs -- maximum = 20,500 cfs in October 1945). The
recurrence interval of the peak flow is about 80 years. West Canada Creek drains into the
Mohawk River upstream of Little Falls (central New York). The USGS gaging station on the
Mohawk River near Little Falls recorded its highest daily mean flow during May (1928 to
present) on the 14th (21,400 cfs -- previous = 18,500 cfs on May 3, 1983). The highest
3-consecutive daily mean flows during May (May 13-15) and the highest 7-consecutive daily
mean flows during May (May 11-17) were also recorded. Parts of the Erie Canal (Locks 23-26)
in central New York) were closed for nearly 2 weeks during May because of high water.
Earlier in May, parts west of Lock 7 in Schenectady County were also closed. The entire
length of the Erie Canal was reopened as of May 30.
Ithaca Subdistrict--Summary Report
Provisional streamflow conditions at monitored sites included in this report in western
New York were in the normal range at Chemung River at Chemung, Genesee River at Wellsville,
and Allegheny River at Salamanca. Streamflow at Tonawanda Creek at Batavia and Oatka Creek
at Garbutt increased to the excessive range for the month of May. Precipitation was more
than twice than normal for the month of May in Binghamton (6.92 in., normal = 3.25 in.) and
Norwich (6.59 in., normal = 3.11 in.). Streamflow at Chenango River near Chenango Forks
also increased into the excessive range for the month and the highest monthly mean discharge
for the month of May was recorded. Susquehanna River at Conklin remained in the excessive
range for the fourth consecutive month and the second-highest monthly mean discharge for the
month of May was recorded at this site.
Coram Subdistrict--Summary Report
Massapequa Creek at Massapequa was discontinued due to lack of funding.
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Provisional Data for May 2000#
INDEX STREAMFLOW STATIONS
(Reference period 1961-90)

~ Site discontinued. ** Excessive.
# Note: Flow statistics based on data collected through May 31, 2000.
MONTHLY MEAN DISCHARGE FOR INDEX STREAMFLOW STATIONS

Provisional Data for May 2000#
MEAN FLOW FOR SELECTED GAGING STATIONS
Percent of median
Flow for month
Station (cfs) (period of record)
**01321000 Sacandaga River near Hope 2,540 157
01350000 Schoharie Creek at Prattsville 773 144
01371500 Wallkill River at Gardiner 1,320 135
**01372500 Wappinger Creek near Wappingers Falls 441 158
01413500 E Br Delaware River at Margaretville 459 109
**01420500 Beaver Kill at Cooks Falls 987 145
**01423000 W Br Delaware River at Walton 1,180 196
**01512500 Chenango River near Chenango Forks 6,840 285
01531000 Chemung River at Chemung 4,080 130
03011020 Allegheny River at Salamanca 3,280 99
**04217000 Tonawanda Creek at Batavia 254 153
04221000 Genesee River at Wellsville 454 105
**04230500 Oatka Creek at Garbutt 322 153
**04256000 Independence River at Donnattsburg 523 235
** Excessive
LAKES AND RESERVOIRS
Elevation & Storage at End of Month
Reservoirs (Storage in million cubic feet) Current Year Last Year Average
01314500 Indian Lake nr Indian Lake, NY 4,564 4,421 4,592
01323500 Great Sacandaga Lake at Conklinville 36,170 33,990 33,430
04295000 Richelieu River (Lake Champlain) at Rouses Point, NY - Elevation in ft
above sea level
May 31, 2000 99.91 May 31, 1999 95.93
Average (1939-98) 98.25
Maximum daily 101.55 (1993) Minimum daily 94.91 (1965)
New York City reservoir system was at 99.5 percent of capacity on May 31, 2000.
Normal for this period is 100 percent of capacity.
# Note: Flow statistics based on data collected through May 31, 2000.
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Provisional Data for May 2000
INDEX OBSERVATION WELLS
The observation-well network generally reflects conditions in water-table sand and gravel
aquifers and does not necessarily reflect conditions in confined and bedrock aquifers.
Water levels in N1259, N1616, Q1249, Sa-1100, S1806, and S1810 have been affected by changes
in ground-water withdrawals or sewering.
Departure from Median
County Well No. Date Water Level (through 1997)
Albany A-636 5/31 8.02 - 0.24
Broome Bm-121 5/17 17.05 + 7.45
Cattaraugus Ct-121 5/23 4.64 + .84
Chautauqua Cu-10 5/24 20.89 - 1.47
Chemung Cm-46 5/17 23.09 + .79
Chenango Cn-12 5/17 6.54 + 2.66
Cortland C-102 5/30 4.37 + .74
Dutchess Du-1009 unavailable
Kings *K1194 5/23 9.43 - .32
Madison M-178 unavailable
Nassau *N1259 5/15 46.37 - 3.81
Nassau *N1616 5/15 68.80 - 4.78
Oneida Oe-151 unavailable
Otsego Og-23 unavailable
Queens *Q1249 5/24 24.19 - 6.89
St. Lawrence St-40 5/30 4.88 + .40
Saratoga Sa-1100 6/1 49.82 +28.88
Steuben Sb-472 5/30 7.65 + .34
Suffolk *S1806 5/15 53.95 - 1.93
Suffolk *S1810 5/15 50.64 - .78
Suffolk *S1812 5/23 47.88 + 1.05
Suffolk *S4271 5/18 11.20 + .12
Suffolk *S5517 5/18 42.17 - 1.27
Suffolk *S8833 5/24 16.04 - 1.12
Wyoming Wo-4 5/26 11.83 + .30
* Water level in feet below land-surface datum unless site noted with * which
indicates reference to sea level.
