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All Angels Hill Road Drainage PAGGI & MARTIN Consulting Engineers & Land Surveyors 54-56 Main Street Poughkeepsie, New York 12601 914-471-7898 RECEIVED December 9, 1991 DEC 1 # W1 SUPERVISOP'S OFFICE Town of Wappinger iQ'�t,NOF'd� PPif�IGi<R 20 Middlebush Road Box 324 Wappingers Falls, New York 12590 Attention: Constance Smith, Supervisor Reference: Drainage Problem Hannigan and Kleinhenz Properties All Angels Hill Road Dear Supervisor Smith: As per your request of December 2nd, 1991, this office inspected the above referenced site in an effort to determine the cause of excessive ice formation on the Kleinhenz driveway. Mr. Hannigan was present for the inspection, and pointed out the recent drainage improvements that he has made on his lot. Ms. Kleinhenz was not available. our findings are as follows: 1. In order to alleviate an existing drainage problem, Mr. Hannigan has installed a certain length of 15" corrugated metal pipe (CMP) through his backyard as illustrated on the enclosed sketch. This pipe empties into an existing ditch that drains towards All Angels Hill Road. 2 . Ice formation was present on the Kleinhenz driveway in the area delineated on the enclosed sketch. Apparently, Ms. Kleinhenz is concerned that this ice formation is the result of Mr. Hannigan's drainage improvements. 3 . Since there was snow on the ground at the time of the inspection, it was difficult to ascertain where the water causing the ice formation was coming from. JoscphE.Paggi,Jr.,P.E.- Ernst Martin,Jr., P.E., L.S. December 9, 1991 Page Two I I Town of Wappinger 20 Middlebush Road Box 324 Wappingers Falls, New York 12590 I Attention: Constance Smith, Supervisor Reference: Drainage Problem Hannigan and Kleinhenz Properties All Angels Hill Road 4. The banks where the CMP enters the existing ditch appeared to be sound and not eroded, which would indicate that stormwater flows exiting the pipe are contained within the ditch. This was confirmed by Mr. Hannigan, who said that he witnessed the pipe under heavy flow conditions. 5. An inspection of the existing ditch revealed that the majority of the ditch is in good condition, providing constant grade towards the road. However, one section of the ditch approximately 60 feet from the back of the Kleinhenz residence was f full of sediment. This would indicate that stormwater flows slow down at this point probably due to poor channel definition and/or poor grade towards All Angels Hill Road. The location of this high point/blockage in ..the ditch is illustrated on the enclosed sketch: 6. The existing contours indicate that a blockage in the ditch at the point mentioned above could cause excess stormwater flow to be directed towards the Kleinhenz driveway. i December 9, 1991 Page Three Town of Wappinger 20 Middlebush Road Box 324 Wappingers Falls, New York 12590 Attention: Constance Smith, Supervisor Reference: Drainage Problem Hannigan and Kleinhenz Properties All Angels Hill Road 7. Our recommendation would be to have Mr. Hannigan perform minor cleaning and/or excavation work in the ditch at the point mentioned above to insure that all stormwater flows are contained within the ,ditch, and eventually carried out to All Angels Hill Road. If you have any questions or comments please feel free to contact this office. Thank you for your consideration in this matter. Very trul ours, . Peter J. aggi o Paygi F rI rti PJP:nar Enc. cc: Mr. Hannigan 155 All Angles Hill Road Wappinger Falls, New York 12590 Ms. Kleinhenz 153 All Angels Hill Road Wappinger Falls, New York 12590 t Nv lr u.i - Z 9 1.-7 S rA ® . `; ` • `� -rev rop 1 f � • 1 t n f �. j r ` 141 ` AL J �\ t i l r \N t'`l�2 5�A� e■r J f y`, 11 111MMM ■■■ ` PA & MARTIN Consulting Engineers & Land Surveyors 54-56 Main Street Poughkeepsie, New York 12601 914-471-7898 October 26 , 1989 RECEIVED U'( 3 0 ft!l Town of Wappinger EL/vNE H. SNOWDEN Town Board Clerk Box 324 20 Middlebush Road Wa-pir(Ters Falls , New York 12590 Reference : Lutri Residence 143 All Angels Hill Road Drainage Complaint Dear Board Members : Please be advised that I have investigated a drainage complaint at the above residence located at the corner of A11 Angels Hill. Road and Sherwood Heights . The site was characterized as follows : 1 . Localized puddling of water on the south and east sides of the house . 2 . Portions of the basement (in particular the southeasterly corner) were wet with obvious water infiltration. 3 . A drainage swale was located at the southerly line of the property and was directing water to All Angels Hill Road. 4 . The roof leader was discharging roof drainage at the southeasterly corner of the house . 5 . A low spot and/or depression in the ground was present around the well and water line to the house . This was a result of a recent rr-'pai-f to the well . This low spot was directing some storm drainage to the southeasterly corner of the house . Joseph E.11aggi,jr.,P.F- Ernst Martin,Jr., P.F_ L.S. Town of Wappinger Page Two Town Board Box 324 20 Middlebush Road Wappingers Falls , New York 12590 Reference : Lutri Residence 143 All Angels Hill Road Drainage Complaint As a re sul t c f t hi s in spec---Lon, 1 .-c,.,.c-,-u,-"cd and re c c-ld. en,-je d the following: 1 . The owner fill in the low area near the southeasterly corner of the house so as to direct storm drainage away from the house . 2 . Direct the water from the storm leader away from the house . In addition to the above recommendations , I was not able to conclude that the new development (Sherwood Heights) or the adjacent neighbors to Mr. and Mrs . Lutri , were contributing storm drainage directly to said property. Should you have any questions , please call me . Very truly yours, Ernst Martin, Jr. , P . E. , L. S . EM:h's' cc : Mr. and Mrs . Lutri 89-003 (46) 86-003 (12) Q2 TOWN OF WAPPINGER TOWN COUNCIL SUPERVISOR R + VINCENT G.FARINA IRENE M.PAINO DAVID E.REIS CONSTANCE O.SMITH ROBERT L.VALDATI 1 TOWN CL 'ERK ' S OFFICE 20 MIDDLEBUSH ROAD P.O.BOX 324 WAPPINGERS FALLS, N.Y.12590-0324 (914)297-5771 ELAINE H.SNOWDEN TOWN CLERK September 22, 1989 Mr. & Mrs. Roy Perkins 67 All Angels Hill Road Wappingers Falls, N.Y. 12590 Re: Drainage Perkinsfvrooman Dear Mr. & Mrs. Perkins: The above captioned drainage concern was among the many that Mr. Paggi reported on. at the regular meeting of the Town Board held September 18, 1989. He had previously recommended that one of the spillways in the pond be lowered 7" or 811 , which would insure that water would not reach the Vrooman property, although he did note that it was his observation that in no way did this drainage approach Mr. vrooman' s home, only part of the land. Mr. Paggi informed the Town Board that prior to his recommendation, Mr. Perkins had already lowered the pond 4" to 5T1 , and in his opinion, judging from your past cooperation, the recommended work had already been accomplished by yhusband. He has suggested that we contact you .and ask if the work has been completed Teoand available foranyoneinterested andif vadr � have this information on Thank you for your cooperation which has helped us tremendously in handling the situation. ours trul y� Elaine H. Snowden Town Clerk gr PAGGI & MARTIN Consulting Engineers & Land Supveyors 54-56 Main Street Pouglikeepsie, New York 12601 914--x-71-7 8 9'8 August 10 , 1989 Town Board RECEIVED Town of Wappinger AU'G 11 1989 Town Clerks office Box 324 ELAINE H. SNOWDEN 20 Middlebush Road Town Clerk Wappingers Falls , New York 12590 Reference : Perkins/Vrooman Drainage All Angels Hill Road Town of Wappinger Dear Board Members : The enclosed report is addressing the existing condition of the above referenced project and a recommendation to alleviate the drainage problem, for your review. If there are any questions or concerns , please do not hesitate to contact this office . Very truly yours , Charles R. DelBene, Jr. for Paggi & Martin CRD: jjr Enc . cc : w/enc . Mr. and Mrs . Roy Perkins ,. "J Joseph E.Paggi,Jr.,P.17.. Ernst Martin,jr., P.E., L-S RECEIVED PERKINSfVROOMAN DRAINAGE REPORT AUG 11 1989 ELA,INE Town Clerk ALL ANGELS MILL RC}AD TOWN OF WAPPINGER PREPARED BY PAGGI AND MARTIN ENGINEERS 54-56 MAIN STREET POUGHKEEPSIE, NEW YORK 12601 AUGUST 2 , 1989 I� P� This report addresses the effects of lowering and modifying the outlet structure of Perkins ' Pond and its effect on the downstream drainage. The site , in its existing condition, was modeled using a SCS- TR-24 analysis . Type III Rainfall distribution was applied and antecedent moisture Condition II was assumed to develop Hydrographs for a six inch rainfall. According to the Dutchess County Soil Survey, the site is classified as `Troy hin Hydrologic Soil Group C. The gravelly loam, which is wit ded land, a curve number of 74 was site consists of 58-% of woo assigned. Thirty five percent (35t) was open spaces and lawns , a curve number of 74 was assigned. Seven percent (7%) was paved roadway and impervious area was given a curve number of 98 . At present conditions , runoff from above Brook Place flows into a drainage easement and down to Perkins ' Pond off of All Angels Hill Road. This flow combined with road runoff from Brook Place and overland flow below the road have been overflowing the pond and supposedly flooding the lot of Mr. Vrooman. After running the existing conditions through the TR-24 program, the peak flow entering the pond was 25 . 84 cfs . The existing edges of the pond are at approximately elevation 96 . 0 . With the three (3) existing outflow structures ; a channel at elevation 96 . 4 , trapezoidal channel at elevation nd 95 . 7 , and 32 inch rectangular channel at elevation 96 . 2 , 25 . 84 cfs inflow, the maximum elevation of the pond was 96. 5 feet. This water elevation will cause minimal flooding of Mr. Vrooman' s property adjacent to the pond. Also , this elevation is approximately 1. 5 feet below Mr. Vrooman' s basement floor elevation. In an event larger than a 25 year storm, roughly ten (14) feet of Vrooman' s property may flood. Subsequently, the trapezoidal channel used as the outflow structure must be made larger and its bottom elevation 'lowered. My recommendation is to lower the channel ' s bottom elevation 4 . 7 feet, while keeping its slope at 2. 5%. The channel should have a Ihofootfbottom, 2: 1 sidethe channelslopes /will ba0 feet deep. The dept approximately 8 . 5 inches at peak conditions with a flow of 5 . 5 cfs. This will lower the water surface elevation at peak flow to 95 . 5 feet. (See Sketches) 1 --_. .._. JOB_ PAGGI & MARTIN SHEET No. nF 54-56 Main Street CALCULATED BY BATE POUGHKEEPSIE, NEW YORK 12601 (914) 471-7898 CHECKED BY DATE SCALE i IXL V I .` .. -- ... . . ...... - --- r- _.........� ...- - - ---- _ - - _w._. ....... --- �- so �� - - ......_ _ _. ----- - -- - -- � .._- __. - - q -- — e y v_ ] r _........ ..._.._ .. _._ ........ -= -- __- l __. ....,..__ �.... -.. �- ..... .. -..__- .. ... f NJ fi ..-. _ _ _ 1'....... . __.... ...... � .- --_ o - ......_ .. -- - --- li vi 110 V � lz I -71 r N All (� 1 NZ u _ 3 ` J v C M M- f r 1� In addition, a runoff hydrograph was developed for All Angels Hill Road, 750 feet above the intersection of All Angels Hill Road and Widmer Road. The flow generated was 2 cfs . Considering the worst possible case , bath peak flows occurring at the same time, the 5 . 5 cfs plus the 2 cfs would have to be handled by the two existing 15 inch RCP. The two 15 inch RCP can handle up to 18 cfs , so the 7 . 5 cfs would not be a problem. The 15 inch pipes drain into a catch basin on All Angels Hill Road with a 24 inch RCP taking the flow downstream. This 7 . 5 cfs addition can be handled by the 2.4 inch pipe . tc 67 All Angels hond -town Kanpingers Falls , Mar York 125W MNY 23 , Town Aoar(.I Town of Vapoingers Vappingers Falls , 1 N"ew W E. 12 5 0 C� Dear doard Kent-rs* Ve have had a pond on war property since 1,967 and Ken Brook Pipen was developed , M nwrred to the rcadway water being MY tc, Ar on PH subsequently to 1 culvart roing und& All Angels AW to the creek on Acid. y4y wo requRst that the Town Wgdneor, come an! look at car spillways to see if nrc plegunto to handle the amount of wntal"' -e pre rersivinR f.I i2 Brook Plyce , ghich is P Town road,, !hark yao for your attention to this Tatter pnd shM await your MO. Q �z/(" ( moy & OtLy Perkins ) (zoo May 309 1969 To:Mrs. Pa no Supervisors Office 20 Middlebush Rd. Wappingers Falls"; New York 12590 From:Raymond William Vrooman P.O.Box 309 Gilbertsville, New York 13776 Dear Mrs. Paino: I own property at 57 All Angels Hill Rd. that ha.s been the subject of contzoveray between the Townv Mr,. Perkiksp' and myself over the pond on Mr. Perkin ' s, property restricting the egress of the water from Brook Place and now the Van Voorhis property being developed by Mr. John Lawrence. I contacted Mr. Herb Levenson on May 1;5 ,' 1989 to bring to his attention that the subdivision and development, of the Van Voorhis property was compounding the wa=ter problem in the lower basin# Within a: few hours Mr. John Lawrence called me to insure me that he mould do whatever he could to help. My conversation with Mr. Lawrence left me with q,uestions as to having received permission to subdivide and/or excavate on, the property. He stated that he was going to re- direct the water from the property 2000 ft. north taxi._,: the stream just south of New Hackensack R. on County 94 (All Angels Hill Rd. ) . I contacted the County to confirm the request and if the County was going to approve the requestp I have not heard from the County to date. This problem could be corrected by Mr. Perkins low- ering his pond as he was requested to do in 1974 and he agreed to per the suggestion of Mr. Clausen at the March 9 , 1974 meeting and Town meeting on April 81 1989. The Town approved Mr. Socfield's over my objection assuring me that proper egress of the water would provied. The pond level has been increased by Mr. Perkins adding to the dam. I would appreciate your looking into this problem as I have relocated and have my house on the market and the water problem is affecting the saleability of the house. Sincerely m� '] Raymond William Vroon / r PAGGI & MARTIN Consulting Engineers & Land Surveyors 86-003 (195) 54-56 Main Street Poughkeepsie, New York 12601 914-471-7 898 May 7, 1987 Mrs. Irene Paino Supervisor Town of Wappinger Box 324 20 Middlebush Road Wappingers Falls, New York 12590 Reference: Hannigan All Angels Road Dear Mrs . Paino: On May 5, 1987 , I spoke with Dr. Hannigan regarding drainage problems in his rear yard. As you know this was investigated by our office in July, 1986. The basis of our conversation was that there is a drainage swale across Dr. Hannigan' s property that is quite steep and that is constantly eroding. This precludes the use of this area as an active yard, however, it should be noted that this drainage pattern pre-existed this house. It is my opinion that the Town, possibly via its Attorney, should decide if there is any involvement on their part. I have enclosed a copy of my July, 1986 letter for your review. Ver truly yours, Jo,teph E. Paggi,Jr. , P.�. { JEP:hs encl. cc: Town Board w/ encl Jennifer Van Tuyl w/encl . Dr. Hannigan w/encl. Joseph H.Paggi,Jr.,P.F: Ernst Martin,Jr., P.P., L.S. PAGGI MARTIN Consulting Erginws& Lard Surveyors � 1 5456 Main Street Poughkeepsie, New York 12601 914-471-7898 July 15, 1986 Town of Wappinger _ Box 324 Wappingers Falls, New York 12590 Attention: Irene Paino► Supervisor sor Re: Hannigan All Angels Hill Road Dear Mrs. Paino: At the request of the Board and Dr. Hannigan, this office inspected the surface drainage situation `at the above residence. i The inspection revealed that the grade in the rear of the house is quite steep (13±%) and drains in a northwesterly direction. There is a defined swale that has eroded out in certain sections and filled in in others. A review of the preliminary and final plot plans showed that this swale was an integral part of the Town approval. The purpose of the swale is to convey the surface waters from the south side of the property to the north side and eventually the road. The swale, as a condition of approval, was to be topsoiled, seeded, and mulched. I cannot comment on this, as I was not involved in this inspection. However, it can be stated, that the swale does not have any ground cover at the present time. It would appear to me that the problem is a private property matter, and the only involvement the Town should have is in the approval process for the adjacent lots in the Sherwood Heights Subdivision. - Ifou have any y questions, please call. { y trulouN, Jr.� ,. oseph E. Pagg P.E. cc: Dr. Hannigan Joseph E.Paggi,Jr.,P.E. Ernst Martin,Jr.,P.E.,L.S. i AlORRI S &ANDROS }. ENGINEERING CONSULTANTS 367 Violet Avenue,Poughkeepsie, New York 12601 914.454-3411 12 Fair Street,Carmel,New York 10512 914225-9353 1E�4 March 5, 19 84 Supervisor Versace Town Board w-' Town of Wappinger Town Hall Mill Street Wappingers Falls, New York 12590 E Re: Vrooman Drainage Dear Members of the Board: Kill, We have contacted Mr. La Par in an attempt to review his files regarding the }? Vroaman drainage concern and the Norman Scofield subdivision concerning the ` Scofield-Perkins agreements. As Mr. La Par was not available for discussion we would advise the Board as soon as we are able to locate and review the r aforesaid agreements. Very truly yours, u MORRIS & ANDROS Ronald M. Evangelis Engineer to the Town f° R[E:eb ;yn y12 -i 0i (w,f A40ORIS mmmmm ENGINEERING CONSULTANTS 367 Violet Avenue, Poughkeepsie, New York 12601 414454-3411 12 Fair Street,Carmel,New York 10512 914225.9353 -M E-X11-0-R--A N-D-U-M- TO: Tower Supervisor, Versace Town. Burd Mfrs r' FRDM: Ronald M. Evangelista BE: Vrocaman Drainage Concern u ' DATE: February 16, 1984 Ronald M. Evangelista field investigated on February 4,1984 and reviewed Town { files - not much information contained therein. There are three (3) spillways leading to 2 pipes (RCP) under County Road. ` However, according to letter of December 1, 1977 from R.E. LaPar to the Tuan Board (copy attached) improvemnets by Perkins & Scofield were in fact Meted in the Fall of 1975, which may or may not be the case - difficult to determine in the field. Perkins & Scofield agreements were not found in the files. PIr. Vrocnan stated that Perkins was to lower the pond overflow level to 1 foot below his basement (in elevation.) . Whereas, 1 foot is difficult to determine in the field, this would have to be field checked by our survey crew (which we could do) however, before expending this effort, a copy of the "so-called" Perkins -- Scofield agreement should be read and a determination made as to what exactly was to be provided. if this is verified and a field check indicates this is not the case _ Mr. Perkins could be requested to complete this work - however, the Town would not appear to have any leverage to force. Mr. Perkins to complete this work - if in fact it is determined to be incomplete. This office also discussed this matter in the field with Ken Croshier on February 15, 1984. I i M /MORRIS &ANDROS ENGINEERING CONSULTANTS 367 Violet Avenue,Poughkeepsie,New York 12601 914454-3411 12 Fair Street,Carmel,New York 10512 914225-9353 February 6, 1984 M E M O TO: Supervisor & Town Board Town of Wappingers FROM: Morris & Andros Engineers to the Town RE: W. Vrooman Drainage Problem All Angels Hill Road A representative of this office met with Mr. Vrooman on Saturday, February 4, 1984 to discuss the referenced concern. Mr. Vrooman does appear to have a water problem on his property along All Angels. Hill Road near Brook Place. Mr. Vrooman also had backup correspondence which indicated his neighbor, Mr. Perkins, was to control the pond outlet at an elevation lower than the Vrooman basement. This office will be looking into this matter further, which will include a complete review of the existing file (s) and possibly some additional field work. Upon further investi- agation we will advise the Board of our findings. Ronald Evangelista ........................ .......... -,,,,n of 'Tae p ug,e r Jan. 19 1964 ��:-:Pervisorl s Office N&I Street Tappinger 2alls , N.Y. 12590 Dear Sir; I have a 7ator problem Lffecting my home and pro- aerty as the result of a subdivision qrant& hr.N. Scofield. Mr. Scofinli ronaes.Ci el a snbdivision in 1072/72t was irnnb& tie subdi7ision "nd constructO a roaO b.17°Ca storm drninane system with town approval fhat is floodiag the lower basin, raising the water table Ran FloodinV Ay cellar. At We tine hhc subdivision was heia ; reviewed i COW"tod the nlpnninn bonrd and she supervisorlp office with my concerns aad was assured at meetings and by letters that the drainaqe from the subdivision would be properly hirected to the strosm en Aidmer Id . and would not rKse the water table in the lower banin in back of my home, I -a s Qso assurad thU %he 1cvQ of Ve jond on Nr. Perkin' s properLy woW be mrintniaod at a levc! bRow ny cellax flDor. The fact is Kc -ater from the storm sysucy anC. W run-Qff Tp inder bhe rood dirrctcd tq the lo-er brsin is omrtia- iabo -r. PernL70N -end , is beiny restrictes ,7 rKsin thr wntcr ULU K the lower basin W flooCin � iy c0lor nurinn sprinn thaws nnd heavv enturne6 rain s �orms . 7a- i have nn appointmeO to discuss tie ?rcblew in detnil wa.t 7vur earliest convenience. Yours truly, .,illiEul -7ruoi��ari 57 All Angels Hill 3d. Tanninner WIls, A. Z. 1259 ) SUPERVISOWS OFFICE Town Supervisor Town Board Nov.. 9,1977 Supervisors Office Mill St. Wappingers Falls,' N.Y . 12590 Gentleman; r I stated mar concern ovet the passible drainage probl ems with- the subdivision of"Mr. Serf i.eld I s property on All Angels Hill Rd. at the initial planning meetings and at a later .dated letters and meetings were: sent and held to -salnti.on the problem: Ibave this: information on file if you. require. it. My: concerns have materialized. The distruct:ion of. the water-shed andthe ,redirection of the water run-offs" compounded by the darn on Mr. Perkin' s property are eaasing. flooding of my basement. I have 'lived at this address for over eight years frith--out Rater in: the cellar. Now. I have S" to &" of water, } and have to pump every time -we have heavy rain or a fast their Please review this problem. Yours truly � R. William Vroomm 57 All Angers Rd.. Wappingers Palls sa« 1.2590 RECEIVED NOV SUMMONS OFICE CC: Town Board Members Elaine. Snowden, Town Clerk William P. Horton„ Superintendent of Highways Rudolph Lapar, P.E. RAYMOND W VROOMAN✓ R 3 ALL. ANGELS HULL WAPPINGRS FLS NY 12590 r Toyn On Town of �anoinCVI' junn 17, 107,1, o, PHI Sr TarninZory FaUs, 5- f- 1250 1. N. ' rJ',u t „.o h o ,d: .0?, 4i ,r ,r,..k s'ubu.f_ y i Hn of the /r -'' N3.0-c"1101 owns✓.K,.v.._ ,a 1;'°P. All l There is some confusion Qbvewn Mr. Laour, Er. �ortun, and Vr. SCOfield OS 00 W! MW ?322 a .r r On o e r F K neohing NW AM! 2,1074 i,n ✓s i ,s to C is. 1 . I Vhe directing / s from Ihe , across i!roe r a y. into the pond wbuttiug my property. The owner of that%r p r r. r ,iKr. lorkins, and I la.f ,v, e a i, '.r b 1.pm to r resolve. Thu 1., u a!. d.( l., ... wv 0,.s.,,. Wer.e e.( h..a,.i'. c°, .t, t e(t. r vv W �d l�, S.l.;,� o S s,�, will, compound. {r'.� e �✓..E.o c��» m�. as:'2 will the the addition of f Town Y if 11tigabion is necessawy. w ., $.r .,✓,.,✓ / v, me of the d u. f toa will a✓sd,t. �� r _ ,s to your d„ .fw�, ,. . ., ,r e` �4� r✓�O.N��tri�G� s..✓ y,rt; �r �,v EI ' JUN 9 1974 EUME 0, SNOWDEN x,... LA W,a, .,, J may 3, 1974 Mr. Raymond W. Vrooman All Angels Bill Rd. Wappingers Fells, N.Y. Dear Mr. Vrooman: Your letter of March99, 1974 regarding surface water drainage was discussed at the regular meeting of the Town Hoard held April. B, 1974. I am enclosing herewith an excerpt from the minutes of that meeting which informs You of the action taken on this. Yours truly, Elaine S. Snowden Town Clerk EBS:gr encl. It was Mr. Lapar' s and Mr, Horton' s understanding- that Mr. Scofield was to pipe the entire easement from the lots - above Vrooman, down to the pond (on Perkins Property) , Mr. Lapar r i believed the only control the Town really has is that if Mr Scofield doesn' t he doesn' t get any building permits. It was discussed that the problem was more properly the flooding of the ±� -s pond back on to the Vrooman property. rather than the fact of piping, which the developer was aware of but did not consider his problem. Mr... Clausen' s conjecture was that Perkins dam would either have to be lowered or removed, it was Perkins dam that was basically-causing- the problem. Mr. .Lapar indicated that Scofield i was obliged to pipe to the pond, the only other alternative. is � to look up Highway Law to see if the Highway Superintendent has any control over the situation and/or could clean out to the. stream. Mr. Diehl directed Mr. Horton and .Mr.. Lapar ',to look:' into r .4 the flooding problem and report back to the Board at the next-, i _regular meeting. PLANNING BOARD TOWN OF SPP[ CE TOWN HALL WAPPINGERS FALLS, NEWYORK 12590 'TEL. 297-6256 March 22, 1974 Town Board Town of Wappinger Mill Street Wappingers Falls, New York 12590 RE- Letter dated 3/9/74 from R.W. vrooman regarding storm drainage on Norman Scofield, Section 2 subdivision - All Angels Hill Road. (Copies of said letter attached. ) Gentlemen: The Planning Board of the Town of Wappinger is herewith referring this letter to your Board for a reply. The Planning Board feels that they can take no action with regard to this letter as this subdivision was granted final approval on February 28, 1972 on the bas sof reports received and said subdivision map was filed in the County Clerk ' s office on April 13, 1972 . Thank you for your consideration. Very truly yours, (Mrs . ) ,','/� etty-Ann Russ, Secretary Town of Wappinger Planning Board br Attachment ,CC: Elaine H. Snowden, Town Clerk March 9 .197 Town of Wappinger planning Board main St. Wappinger Falls, N.Y. h Dear Sir; Oa January 20, 1972- 1 wrote a letter to-::the Town of Wappinger planning board stating my concern. over the subdivision of the property of 111r.. Scofield on All Angels Hill Rd. , town of Jappingers. In that letter. I noted that the abutting properties of 1Ir. T.'� .Merrill(date of this letter this property has. new owner) and Mr. R,; . Vrooman were experiencing; water problems and that the removal of the trees and the addition of a road with a drain system directing the water collected to a point it had to pass across our properties mould. compound the problem.. I asked this problem. be considered and had hoped I would be called on before the subd vision was voted on.This was not the case. 143x.. Rudolph E. Lapa,r called my wife and told, her that Mr. Scofield' s plan had a 20:' right—of--way across the back of the properties between our property and the subdivision for a drain system, and: that the water would not pass across my property. This letter is to inform you that the storm drain was started last fall. and it terminates at a; point : that- will collect and deposit the .wat er as toL run across our properties. Mr.. Louis D., .Di.eh.l stated as a candidate. for a fourth. term as supervisor that .water, seexage and surface. grater drainage as priority issues,. this is one of those. priority .issues, Please contact me so that we can resolve this problem. ou s t y rooman c.c. RudoIph E. .Lapar Louis D.. DiehlRAYMOND w vaoaMAN R 3 ALL ANGELS HILL WAPPINGAS FLS NY 12550 TGWY OF WAPPINGER PUNNING BOARD Mr.&Mrs.R.W. Vrooman RECEIVEED All Annals Hill Road Wappingers Falls, N.Y. 12590 r ELANE It. 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PAGGI,MARTIN&DEL BENE LLP Consulting Engineers & Land Surveyors 56 Main Street Poughkeepsie,New York 12601 845-471-7898 845-471-0905(FAQ October 19, 2004 RECEIVED Town Board - Town of Wappinger U 20 04 P.O. Box 324 TOWN CLERK Wappingers Falls,New York 12590 Attention: Hon. Joseph Ruggiero, Supervisor Reference: D'Ambrosio1107 All Angles Hill Road Drainage Complaint Dear,Supervisor Ruggiero &Board Members: During the past couple of weeks,this office made two inspections at the above referenced location. At the initial inspection,we met with Ms. D'Ambrosio to discuss her issues regarding the drainage problem in the rear of their property. She informed us that water has been inundating her backyard and is generated from the property to the east, which is the old Fairchild site and portions of the New Hackensack Fire Department property. Ms. D'Ambrosio went on further to say that she felt that when the New Hackensack Fire Department expanded their building that the flooding problem increased on her property. At the rear of the property,which borders the access road to the old Fairchild site, there is a rather steep slope draining down to a low area behind her home. This low area really has no outlet until the water builds up and covers more of her yard. Once this buildup occurs then the water appears to drain toward the pond located on the east side of All Angels Hill Road. Also at the rear of her property is a 24" corrugated metal culvert, which crosses under the existing access road. This culvert is pitched from west to east away from the D'Ambrosio property. The inlet to this culvert on the D'Ambrosio property is unobstructed with a small amount of sediment in the bottom portion of the pipe, which is restricting some water from leaving the property. There does exist a small amount of standing water. Due to the existing topography of her property, the aforementioned low area cannot drain toward this culvert due to a highpoint in her yard. Joseph E.Paggi,Jr,P.E. Ernst Martin,Jr.,P.E,L.S. Charles R Del Bene,Jr.,P.E. Hon. Joseph Ruggiero - 2 - October 19, 2004 RE: D'Ambrosio/107 All Angels Hill Another issue that was p ng brought u during our conversation was the maintenance of g this culvert. The homeowner would like to know who is responsible for maintaining this culvert at the rear of her property. I explained to her that I did not know who's culvert it was and would have to look into that matter. After our discussion with Mrs. D'Ambrosio, I informed her that I would inspect the area of the firehouse addition, the outlet side of the culvert, as well as the old Fairchild site. During our inspection of the firehouse addition, we found the pavement to be graded, such that any runoff generated from this portion of the site appears to be captured in the closed storm system installed during the addition construction. Our inspection of the outlet side of the 24"culvert revealed that the receiving channel was filled with debris and vegetation,which may impede the flow of water from the culvert. The receiving channel continues in an easterly direction and enters a rather large wetland. We then continued north on the access road to the old Fairchild site. This site appears to have no recent improvements or changes. The area does not look like it has been disturbed in quite sometime. i During the past heavy rains, we checked the New Hackensack Fire Department site and 107 All Angels Hill Road. We found the runoff generated from the new addition being captured by the existing catchbasins, and transported by the storm system to the east where it appeared to discharge into an open channel. There was no indication of runoff from the firehouse addition heading toward the property of 107 All Angels. Not being familiar with the pre-existing conditions prior to the firehouse addition,we cannot say whether or not any changes have taken place,with the exception of the addition and surrounding parking lot area. However, as noted above,the site grading contains the additional runoff generated by this addition. If you have any questions or concerns,please do not hesitate to contact this office. Very truly yours, Charles R. Del Bene, .E. CRD:law cc: Town Board: File Hon. Gloria Morse Albert P. Roberts, Esq. Hon. Graham Foster