Loading...
001 " MORRIS ASSOCIATES ENGINEERING CONSULTANTS, PLLC .9 Elks Lane. Poughkeepsie. New York 12601 Tel: (845) 454-3411 Fax: (845) 473-1962 0187 Church Street. Poughkeepsie. New York 12601 Tel: (845) 471-7900 Fax: (845) 471-7901 0389 Falrvlew Avenue. Hudson, New York 12534 Tel: (518) 828-2300 Fax: (518) 828-3963 E-Mail: morrlsassocIates@aoI.com )~ August 6, 2009 Town of Wappinger Town Board Town Hall 20 Middlebush Road Wappingers Falls, NY 12590 riECEIVE:L MAR 1 8 2010 '''WVN CU~R'~ Attn: Hon. Christopher COlsey, Supervisor RE: Wirzbicki Residence Hiview Road Dear Mr. Colsey and Town Board Members: The Wirzbicki's at the corner of Hiview and Valley Roads have experienced severe erosion at the rear of their property. Stormwater from a catch basin on Hiview Road discharges through a culvert pipe to a drainage swale between Mauthe and Kane. This drainage swale splits and flows north over lands of Mauthe, Lusardi & Sgro and others, and flows west over lands of Wirzbicki, Hinderer, Luft, and Conroy. Due to erosion, the swale that splits to the north no longer receives any flow. All the flow goes to the south over Wirzbicki and to the neighbors to the west listed above. There is severe erosion occurring on Wirzbicki property and the owners to the west. The erosion has caused a deep ravine (10-20 ft deep) to form on Wirzbicki and depositing the eroded material on the lands to the west. It is noted that the Town owns no drainage easements in this area other than between Kane and Mauthe. We enclose mapping obtained from tax maps and aerial photography that shows the drainage swales, house and driveway locations, roads, and property lines and topography. The maps are not extremely accurate but are the best available without accurate field surveys. Should the Town wish to undertake drainage improvements in this area the following steps are outlined: Town of Wappinger Hon Christopher Colsey Page 2 August 6,2009 RE: Wirzbicki Residence 1. Determine tributary acreage that contributes stormwater flow to these areas. Determine the extent of the areas that receive the storm flows. 2. Perform a field survey of the area to include all improvements and topography. 3. Perform drainage analysis to determine stormwater flows. 4. Specify improvements to mitigate damaging stormwater flows. These improvements would include: a. Improve the swale that carries flow to the splitter specified in b. below. b. Install a splitter structure at the rear of Kane and Mauthe to insure that the flow always splits and does not just go one way. The design of the splitter structure would be determined by the drainage study. The study would determine how much flow could be handled by each receiving stream after the splitter. c. Provide a series of check dams approximately 75 feet apart downstream of the splitter structure through the Wirzbicki property. These check dams will consist of large boulders placed in the stream bank partially blocking flow and will serve to slow the damaging flows. d. Provide any additional check dams, culverts and detention basins as necessary to prevent scouring and disposition of material downstream. e. Prior to any construction, property owners' permission and easements must be obtained by the Town. The extent of the project would be determined by actual survey and drainage reports. However, the tributary drainage area for these drainage swales and culverts is approximately 60 acres. The receiving area impacted by the flows is approximately the same amount. We will be prepared to discuss this matter further with you at the Town Board meeting on August 10, 2009. E:\documents\T Wappinger\a W2009\W20900.00 Eng Services\Wirzbicki Itr to TB 8-6-09.doc Town of Wappinger Hon Christopher Colsey Page 3 August 6,2009 RE: Wirzbicki Residence Please call Michael Takacs at (845) 454-3411 Ext. 53 if you have any questions relating to this matter. Very truly yours, MORRIS ASSOCIATES Engineering Consultants, P. LC ~~~~~L-.- Robert J. ~a; ~~ Engineer to the Town of Wappinger RJG/met Cc: John C. Masterson, Town Clerk Graham Foster, Highway Superintendent Albert Roberts, Esq. Attorney to the town E:\documents\T Wappinger\a W2009\W20900.00 Eng Services\Wirzbicki Itr to TB 8-6-09.doc '2 'tr TREE +99_21 CLRO 100 ,';;/ -;J-RDR BT MINER GARAGE BLACKTOP DRIVE / 98 N DA'ITIJi ElZY 1/7.00 .. g: '" g: <> '" '" "- ~ .. <> ll: ll: - - -+W:~~. TREE 0-00 0+20 0+4() E , , i i {] -_!~--, , , i G ?'LEFT s ~79D 9696 EP # W20938 MINER DRIVEWA Y PLAN & PROFILE 7/30/09 SCALE 1"= 10' ~ MORRIS ASSOCIA rEs, P.L.LC. J ENGINEERING CONSlA.TANTS LAND SURVEYORS 9 ELKS LANE POUGHKEEPSIE, NEW YORK 12601 DA TE OF FIELD SURVEY: 7124AJ9 VERTICAL DA TUM.- ASSUMED HORIZONTAL DATUM.' MAGNETIC FIELD CREW: J\I, 8J DRAWNBY: J\I, JAB H:/Sdskl.'>lJllv.'0938la\oglW2ll938s",oIog 713012OO9 1:03:07 PM EDT