DEP was close to achieving the 90% storage objective last week before recent rains delayed achieving the objective. At 90.1% before recent rainfall, the Ashokan Reservoir was at 92.1% today. Once the storage objective is achieved, the DEP will adjust the release flow rate to sustain that objective, which will depend on inflow into the reservoir, snowpack snow water equivalent and the diversion to the Catskill Aqueduct. DEP is still releasing 600 MGD into the lower Esopus Creek, diverting 300 MGD into the Catskill Aquaduct, and treating the Catskill water with Alum at the Kensico Reservoir. The latest water quality report measured the turbidity level from the release channel at 120 NTUs. Turbidity was 130 to 140 NTUs throughout the reservoir’s West Basin and 33 NTUs in the East Basin. At Saugerties Beach, turbidity was 110 NTUs. Upstream of the reservoir, the Esopus Creek was 15 NTUs.
The Ashokan Release Channel was increased today from 80 to approximately 600 MGD. The increases were made in approximately 40 MGD increments starting at 0900hrs and completed at 1600hrs.
1100hrs to 1600hrs steps were completed in 1/2hr increments.
The Ashokan Release Channel was increased today from 0 to approximately 80 MGD. The increases were made in approximately 20 MGD increments starting at 1400hrs and completed at 1700hrs.
The Ashokan Release Channel was decreased today from 600 to 0 MGD. The decrease was made in on step at 1100hrs. This decrease was due to Mt. Marion Stream Gauge reaching 17 feet.
In October, the DEC and DEP agreed upon an Interim Ashokan Reservoir Release Protocol (Protocol), which is available here for download.
Interim Release Protocol (135.8 KiB, 1,102 hits)
DEC/DEP Interim Ashokan Release Protocol
Water Quality Monitoring for Releases (68.7 KiB, 1,039 hits)
Water Quality Monitoring Plan for Release Channel Operations
The Lower Esopus Watershed Partnership, as part of the Ashokan Release Working Group, is compiling comments on the protocol from participating municipalities to provide DEC and DEP with feedback.
The protocol includes provisions for community beneficial releases, flood mitigation releases, and turbidity control releases. The interim protocol is driving recent reservoir releases as the DEP aims for a 90% Conditional Seasonal Storage Objective outlined in the protocol to create a void in the reservoir for flood mitigation and turbidity control. Since storms Irene and Lee filled the reservoir with turbid runoff, recent releases in the lower Esopus Creek have been noticeably turbid with fine colloidal clay sediment.
Hurricane Irene: The Storm Event of August 28-29th, 2011
The storm event experienced in Ulster County during August 28-29 was greater than a 100 year rainfall event at some locations. Almost all of Ulster County received more than six inches of rain and some places exceeded eight inches of precipitation. The rainfall at Slide Mountain (11.53 inches) was considered at least a 200 year event while rainfall at Mohonk and in Rosendale was considered at least a 100 year event.
Stream Flooding- Accordingly, many streams also set flood records. Record flood levels were experienced across the County including along the Upper Esopus Creek, the Stony Clove Creek in Phoenicia, the Rondout Creek in Rosendale, and a near record crest at the Walkill River in Gardiner. This storm event is estimated to be an 80 year storm event on some of our larger streams and greater than a 100 year event in our mountain streams.
Although flooding was severe on the Lower Esopus Creek, flood elevations did not exceed the record flood of 2005. This is due in part to the void in the Ashokan reservoir which captured some flood water and delayed (attenuated) the flow from the Upper Esopus to the Lower Esopus. The storage and attenuation of the reservoir is evidenced by the gage data below.
The first peak is the rapid rise in water levels associated with the actual rainfall event. The second peak is associated with spill from the reservoir. The second flood peak was not as high as the first. This indicates that spill from the reservoir did not create the highest flood elevations. The highest flooding experienced along the Lower Esopus was from the actual rainfall event in the lower watershed and sub-watersheds (Sawkill, Plattekill), not from the spilling of the reservoir. Additional storage void in the reservoir would not have had any effect on lowering the first peak of the storm.
Irene crests at Mt. Marion:
08/28/2011 16:15 EST 25,200 cfs 25.39 ft
08/29/2011 14:45 EST 19,100 cfs 23.95 ft
(1) 26.46 ft on 04/03/2005
(2) 25.10 ft on 04/26/1977
This storm demonstrated the protective ability of the reservoir to mitigate flooding on the lower Esopus. Coldbrook gauge on the upper Esopus Creek was 2.76 feet higher during Irene than in 2005 and 1.4 feet higher than its previous record (1980). Given the flood levels experienced on the Upper Esopus Creek, if the reservoir had been at capacity at the beginning of the rain fall event, we would have likely seen peak flood elevations of up to three feet higher on the Lower Esopus. Flood peaks at this level would have significantly exceeded the record flood of 2005 and caused even more damage.
The Ashokan Waste Channel was releasing at 600 MGD during the first peak in creek level. The Waste Channel was shut off at 8/28/2011 18:35:00. As the stage of the Mt. Marion gauge rises, the contribution of 600 MGD release to stage height decreases as follows (600 MGD = 930 cfs):
@ 17 ft, 930 cfs = 0.75 ft of additional height
@ 18 ft (Action Stage), 930 cfs = 0.6 ft of additional height
@ 20 ft (Flood Stage), 930 cfs = 0.5 of additional height
@ 22 ft (Moderate Flood Stage), 930 cfs = 0.27 ft of additional height
@ 24 ft (Major Flood Stage), 930 cfs = 0.22 ft of additional height
At the crest of 25.39 ft, Ashokan Release was contributing less than 3 inches of additional height at Mt. Marion. Of the 25,200 cfs at peak flow, the release was contributing 3.69%.
The East Basin started spilling at 8/28/2011 17:55:00 at 3100.00 MGD and peaked at 8/28/2011 22:10:00 at 9540.00 MGD, 10 hours after Coldbrook gauge crest. The second crest at Mt. Marion occurred 16.5 hours after spill crest and 26.5 hours after Coldbrook gauge crest.
08/28/2011 12:00 EST 75,800P 23.34P
(1) 21.94 ft on 03/21/1980
(2) 20.70 ft on 03/30/1951
(3) 20.58 ft on 04/03/2005
Flooding along Lighthouse Drive in Saugerties in the tidal portion of the Esopus Creek was primarily due to storm surge that traveled up the Hudson River from the Atlantic Ocean. Based on water level data from observation stations along the Hudson River, storm surge from Irene coincided with high tide at New York Harbor/Battery Park shortly after 8 AM on Sunday, 8/26, and rolled up the Hudson River, reaching Poughkeepsie at about 12:45 PM, Saugerties around 2:00 PM and Albany at roughly 5:15 PM. Storm surge added nearly 4 feet to the high tide height at the Battery. At Poughkeepsie, river levels were 3 feet above normal high tide. At the Saugerties Lighthouse, the crest in water level was measured at 8.15 feet, which was about 3.5 feet above normal high tide. As a general rule, flood runoff is rarely enough to raise the mainstem Hudson River above sea level further south than Catskill. Irene was an exception to this rule but did not affect river levels near as much as surge. Runoff peaked after the surge event and contributed roughly 1 foot of height at the subsequent high tides on 8/29 at the Saugerties Lighthouse.
Bill Kimble writes in the Daily Freeman that public doubts persist about the independence of DEP’s engineering consulting firm Hazen and Sawyer while the agency asks property-owners to report on property damage from turbid releases. Read more at http://www.dailyfreeman.com/articles/2011/04/12/news/doc4da3a7698c7cd477763587.txt
Impact Assessment Questionnaire Now Available For Public Input.
Kingston, NY- The Ashokan Release Working Group announced today the availability of an Impact Assessment Questionnaire for residents and businesses along the Lower Esopus. The Questionnaire was developed to gather information about impacts or changes that individuals observed or experienced along the stream that they believed may be related to releases of turbid water from the Ashokan Reservoir that occurred from October 7, 2010 through February 1, 2011. The questionnaire may be filled out on-line by visiting the Working Group’s website at http://ashokanrwg.org. Paper copies will be mailed to property owners along the creek and are available at the town and village halls along the lower Esopus and at the Ulster County Department of the Environment, 17 Pearl Street PO Box 1800, Kingston, NY 12402. Questions regarding the content of the questionnaire can be referred to the Ulster County Department of the Environment at 845-338-7287.
The Ashokan Release Working Group, formed in January over concerns about water releases from the Ashokan Reservoir, will use the information gathered from these questionnaires as part of the assessment of the impacts of this past release and to help inform decisions regarding potential future releases. The Working Group urges land owners and others who have observed or experienced impacts to complete the questionnaire. Paper copies should be returned to the Ashokan Release Working Group care of Ulster County Department of the Environment, 17 Pearl Street PO Box 1800, Kingston, NY 12402 by May 31, 2011.
The Ashokan Release Working Group consists of representatives from the Ashokan Foundation, City of Kingston, County of Ulster, Esopus Creek Conservancy, Lower Esopus Watershed Partnership, New York City Department of Environmental Protection, New York Public Interest Research Group, New York State Department of Environmental Conservation, New York State Department of Health, RCAP Solutions, Riverkeeper, Towns of Hurley, Marbletown, Olive, Saugerties and Ulster, United States Environmental Protection Agency and the Village of Saugerties. One of the goals of the Working Group is to assist with the development, implementation and review of an assessment of ecological, physical and economic impacts of the releases.
Ashokan Release Working Group Mission:
The Ashokan Release Working Group (ARWG) will, through a collaborative consensus building process:
·Assist with the development, implementation and review of an assessment of ecological, physical and economic impacts of the releases that occurred from October 7, 2010 through February 1, 2011.
·Develop a protocol for, and ongoing monitoring and evaluation of, releases from the Ashokan Reservoir to advance the protection and improvement of water quantity and quality and provide flood hazard reduction benefits of the lower Esopus Creek.
·Ensure the release protocol is protective of the ecological, physical and economic interests of the lower Esopus and its adjoining communities while remaining protective of the NYC water supply
The Ashokan Waste Channel was decreased today from 40 million gallons per day to approximately 0 MGD. The decreases were made in approximately 20 MGD increments starting at 8:00AM and completed at 9:00AM.
The Ashokan Waste Channel was decreased today from 200 million gallons per day to approximately 40 MGD. The decreases were made in approximately 20 MGD increments starting at 8:00AM and completed at 3:00PM.