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HomeMy WebLinkAbout1000-111.-9-6.4 OFFICE LOCATION: h0��rq S0(/jyQlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 • app Telephone: 631 765-1938 Q Fax: 631 765-3136 Uf�TY,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: November 14, 2016 Re: LWRP Coastal Consistency Review for SUSAN & IRA AKSELRAD SCTM# 1000-111-9-6.4 En-Consultants on behalf of SUSAN & IRA AKSELRAD request a Wetland Permit to renovate and expand an existing single-family dwelling as follows: construct a second-story over existing first story; construct a 6.7'x15.4' two-story addition to west side of dwelling; construct a ±2.7'x27.6' two- story addition to north side of dwelling (partially in place of existing northerly deck) with 4.5'x6' steps to remaining ±198 sq.ft. portion of northerly deck; construct a ±10'x24' one-story garage addition to west side of dwelling with a ±3'x24' extension of the new second story above; remove and replace ±11.8'x17.3' portion of existing first-story deck on east side of dwelling with first story addition; maintain ±11.8'x16.5' portion of existing first-story deck on east side of dwelling over existing on- grade patio with new outdoor kitchen; replace ±22sq.ft. of steps with one-grade slate patio; maintain existing on-grade slate patio on north side of dwelling; and remove ±4'x9' portion of existing dwelling, 57.5sq.ft. of steps, 4'x10' arbor, and ±3.6'x20' portion of northerly deck; install drainage system consisting of leaders, gutters, and drywells to contain roof runoff located more than 100' from bluff except for 8'x9' deep drywell located off southeast corner of dwelling; remove primary septic system and install new beyond 100' from top of bluff; remove existing drywell located adjacent to top of bluff; install pool drywell for existing 25'x50' swimming pool; and install new water service line to existing 10'x28' pool house; remove pool house septic system located 13' from bluff -,.and install new pool house sanitary system more than 100' from bluff; maintain as-built bluff stairway consisting of an ±8'x8' upper platform, ±4'x16' stairs, ±8'x8' middle platform, and ±4'x19' stairs leading to a ±4'x7.5' lower platform with ±3'x12' steps to beach; establish a 5' wide, approximately 1,033sq.ft. non-turf buffer adjacent to bluff crest; for the existing ±233 linear feet of vinyl bulkhead, including ±19' and ±14' angled end sections; 1,431 slate pool patio with associated 4.8' wide walks and steps; and existing stone walls are to remain. Located: 4125 Nassau Point Road, Cutchogue. SCTM# 1000-111-9-6.4 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the record's available to me, 'it is my recommendation that the actions (other than the as-built actions) are CONSISTENT with the below listed Policy Standards and therefore are CONSISTENT with the LWRP provided that: 1. The Board considers increasing the vegetated buffer width from 5' feet to 10' to provide greater function and value. The as-built structures are recommended as INCONSISTENT with Policy 6.3. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The structures were constructed without a Board of Trustee permit. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. D ECS ❑ � � Town of Southold NOV ® 3 2016 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS southoid Town I, A Il applicants for perm its* including Town of Southold agencies, shall c p nein Boardor proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law . This assessm ent is intended to supplem -ent other inform ation used by a Town of Southold agency in m a k i n g a d e t e r m i n a t i o n o f c o n s i s t e n c y. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Townl. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# in - 9 - 6.4 PROJECT NAME Ira&Susan Akselrad The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ® Board of Trustees ❑ Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: See attached project description. PROJECT DESCRIPTION IRA& SUSAN AKSELRAD 4125 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-111-9-6.4 Renovate and expand an existing single-family, one-story dwelling located partially within Chapter 275 jurisdiction, as follows: construct a second-story over existing first story; construct a +6.7' x 15.4 two-story addition to west side of dwelling ; construct a±2.7' x 27.6' two-story addition to north side of dwelling(partially in place of existing northerly deck)with 4.5' x 6' steps to remaining±198 sf portion of northerly deck; construct a+10' x 24' one-story garage addition to west side of dwelling with a+3' x 24' extension of the new second story above; remove and replace+11.8' x 17.3' portion of existing first-story deck on east side of house with first-story addition; maintain+11.8' x 16.5' portion of existing first-story deck on east side of house over existing on-grade patio with new outdoor kitchen; replace±22 sf of steps with on- grade slate patio; maintain existing on-grade slate patio on north side of house; and remove+4' x 9 portion of existing dwelling, 57.5 sf of steps,4' x 10' arbor, and+3.6' x 20' portion of northerly deck. Install drainage system consisting of leaders, gutters, and drywells located more than 100 feet from bluff. Remove primary septic system located+58' from bluff and install new sanitary system more than 100' from bluff. Remove existing drywell located adjacent to top of bluff. Install pool drywell for existing 25' x 50' swimming pool (previously permitted by Wetlands Permit 8147) and install new water service line to existing 10' x 28' pool house (previously permitted by Wetlands Permit 8147). Remove pool house septic system located +13' from bluff and install new pool house sanitary system more than 100' from bluff. Maintain as-built bluff stairway, consisting of+8' x 8' platform,±4' x 16' stairs,±8' x 8' platform, and ±4' x 19' stairs leading to+4' x 7.5' platform and+3' x 12' steps to beach(location and configuration varies from stairway permitted by Wetlands Permit 8146). Establish a 5' wide, approximately 1,033 sf non-turf buffer adjacent to bluff crest. Existing±2331f of vinyl bulkhead (including±19' and±14' angled end sections); 1,431 sf slate pool patio with associated 4.8' wide walks and steps; and stone walls(all previously permitted by Wetlands Permit 8146 and/or 8147)are to remain. All as depicted on the site plan prepared by The Raynor Group, P.E. &L.S. PLLC, last dated July 26, 2016. Location of action: 4125 Nassau Point Road,Cutchogue Site acreage: 1.731 Present land use: Residential,single-family dwelling Present zoning classification:R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Ira&Susan Akselrad (b) Mailing address: 1965 Broadway,Apt. 18B New York,NY 10023 (c) Telephone number: Area Code 212-332-7525 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No N If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III- Policies; Page 2 for evaluation criteria. ❑Yes ❑ No N Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No N Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ®Yes ❑ No ❑ Not Applicable The proposed in-place dwelling renovation and landward expansion is consistent with Policy 3 to the extent that the existing minimum separation distance between the bluff and principal building will actually increase as a reult of the project;and an approximately 5'wide, approximately 1,033 square foot non-turf buffer will be established and permanently maintained adjacent to the top of the bluff,thereby enhancing and protecting the scenic resources associated with the waterside of this developed shoreline property. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable To the extent that Policy 4 is applicable to the project,the project is consistent due to the proposed increase in the minimum separation distance between the bluff and principal building;the removal of two existing sanitary systems located 13 and 58 feet from the bluff and installation of new systems located more than 100 feet from the bluff;and the establishment and permanent maintenance of a 5'wide, approximately 1,033 square foot non-turf buffer adjacent to the top of bluff. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable See attached narrative jointly addressing Policy 5 and Policy 6. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable 1 WETLANDS & LWRP ADDENDUM FOR for IRA& SUSAN AKSELRAD 4125 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-111-9-6.4 Wetlands Statement of Effect and LWRP Policy 5 & Policy 6: The proposed project design and incorporated mitigation will result in an improvement to the physical and environmental conditions. Perhaps the most substantial environmental benefits of the applicants' project are achieved through their decision to merge two previously existing single and separate parcels and expand and renovate the existing dwelling situated on the portion of the property previously known as SCTM 1000-111-9-6.3 rather than construct a separate dwelling and associated sanitary system landward of the existing swimming pool on the portion of the property formerly known as SCTM 1000- 111-9-6.2. But in addition to this obviously beneficial decision to reduce by half the potential development density of the 1.7-acre property now known as SCTM 1000-111-9-6.4, the following mitigation measures incorporated into the project design will result in additional benefits to the quality of groundwater, surface waters of Little Peconic Bay, and associated bluff and shoreline ecosystem: a. The most seaward 3.6' x 20' section of northerly deck will be removed b. Total lot coverage of buildable land will be reduced by 174 square feet to 9.99% c. The minimum bluff setback to the principal building will be increased from 66 to 69 feet d. The primary dwelling's preexisting nonconforming septic system, which is located 58 feet from the bluff crest, will be removed and replaced with an upgraded, SCDHS-approved sanitary system located outside Chapter 275 jurisdiction, almost 150 feet from the top of bluff and nearly 200 feet from the surface waters of Little Peconic Bay e. The septic system serving the existing pool house (permitted pursuant to Wetlands Permit No. 8147), which is located less than 15 feet from the top of the bluff and less than 75 feet from surface waters, will be removed and replaced with an upgraded, SCDHS-approved sanitary system located outside Chapter 275 jurisdiction, more than 100 feet from the top of bluff and 160 feet from Little Peconic Bay f. A drainage system of leaders, gutters, and drywells will be installed to capture and recharge roof runoff g. A new pool drywell is proposed to capture backwash from the existing swimming pool (permitted pursuant to Wetlands Permit No. 8147). 11Page h. Approximately 1,033 square feet of existing lawn maintained within 5 feet of the bluff crest will be removed and replaced with native vegetation and permanently maintained as a 5' wide non- turf buffer i. A project limiting fence will be installed to contain site disturbance and potential runoff during construction. Consistent with the goals of Policies 5 and 6 of the Local Waterfront Revitalization Program and Chapter 275, Wetlands, these mitigation measures together will result in an improvement to the physical and environmental conditions of the subject and adjacent lands, including an increase in the protection and improvement of groundwater and surface waters and the protection and restoration of the adjacent bluff and shoreline ecosystems by way of decreased lot coverage and increased drainage capacity and thus decreased runoff potential; improved septic treatment; increased bluff and wetlands setbacks to structures, sanitary systems, and maintained lawn areas; reduction of lawn areas and potentially associated fertilizers, pesticides, and insecticides; and increased coverage by non-turf buffer areas that both enhance erosion protection of the bluff and serve as a sink and filter for stormwater runoff and the contaminants potentially contained therein. All of the existing and proposed structures are located beyond wetlands jurisdiction of the New York State Department of Environmental Conservation pursuant to Tidal Wetland Letters of Non-Jurisdiction 1-4738-01727/00001 and 1-4738- 01729/00001. 2 1 P a g e See attached narrative jointly addressing Policy 5 and Policy 6. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [—] No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES r 1 Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Mgmt.specialist DATE-10/13/16 Robert E.M=ann Amended on 811105 JA a k ,{ f _ �#> 4125 Nassau Point Rd Ilk ��'v',�_., yG^ ��_ � 5 � '•,fit , CL tc AM IEEE Jti .J 4 y sr —.- 'i� - ,yp } �`'? r`T?rr`;'�t �.5' ^' 6�•' .Js ` � +��+e.6 ,fy�',ht���a�� � 'Y ' . /' rag, / 'I I '/' I •l / I / I/ / /' l •'/ I I I I I / / I I I 11 I I' / '/ IRA AND SUSAN AKSELRAD, 4125 NASSAU POINT ROAD, CUTCHOGUE } 44 } r"fix .,1...s, r•, r''✓4 11 4`p a ` v rpt€ @' :y $b , f�� A ♦ > � � x 4 > ^ OF Z t a ttx � Figure 3. Looking southwest over easdrear/waterside ofproperty and existing dwelling to be renovated and expanded. W E F .v Vim" , 3 + w � Ja s r rs::a..r�,.•,L .A n..�' Sa..Ls � =n�'s�`"'VW. -�_ u'�'.''^ `c. ��.0 Figure 4. 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I f 1 , _II \11111`111 111;;11 I I DN 6� / 1 6B5X s8.2� I �b �a\ ° ASPHALT pRN eQ e v aZ I �- m TOTAL LOT AREA = 75,409 sq. ft. a e 69.3 X \ AY e° O I \ e 25.2' % 120 - -I -� I I I I \ 1 \ \ 1\\111 1 11111 1 .731 ac. 67.6 // // 1\ - a'a ROOF OVER SATE A 55.4 I \ / \ I 43.4 X 111 1111 11111 - - _ ¢X 1 \ } p i 1 \ I I III 1 I \ 11111111111 11111 / E/66 .. / /K 69.a \1 / \ �° �rORY I I 1 111 11 I 1 v X Z / / ' ) TG 66.5 = W00D� PATIO \ I I i I I I III 11 111 1 / I 1 69.2 X I / TC§Z5 a ELGIAN MP 65.6 o TE 6.,' G 55.5 D�K I I I I I 1111111 1111 I I I I a - / B r1P05T D S U� X OVER I I I I i 43.2 1 I I 1 111 11 I I 1 III 1 ' ° I p BLOCK OU ]R� 1 I '# I I I I 11111 I 1 I I I I A co _ / ° N, N w 5 .2 I I / 111111 111 IIII n r AFRO R w \ 41 I I I 1111 111 1 G\J�e� a: Q .d 1 ' 4.x ' . ° X1 I I I X IIIIIIIIIIIIIIIIIIIIIVIII f� / "� .I . LA+� 43.2! 111 I 111111 1 l 11 ! ■ IIII 11111 g � l �,� ,. v / XMA / 1 ° / ° TC 67.1 a a 65.1 r \ ! IIII 11 z I c6� ° 65.2 20.z' I I I 13 \\ \ I ! 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NOTES: 65.2 -64.8 �� ! � / / / I I 1 \ 111 11 111 III11111 _ 0, o I \ \ ■ 1111 I I I I I I I l l l 111 11111 . • m � �6 � I ( 1 \ \ II11111� 1111111 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM X .a I d4 T X66.3 / ° _ - 1 \ \X \ \ 1111\I1 IL11�11 fiC 1 I EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 e d°. �![" r // // r a °��. ie RAMIE , /// / / / / / / ! / I ■ - - G GAZEBO / / j / / ! X o \^ \ \ 1� ° �_ / �4,B' / _`I l X111 11 1 111 I EXISTING CONTOUR LINES ARE SHOWN THUS: - o TC C 6 9. pRAI��6g / TYP. /� , / / / / ! pOOt �� \ \ 11 111 I 1 I 1 v 4.... e' n �. e ° ! .e e • /d. RIM // / t ( INGROU"D \�` 1 I I 1 1 I 111 III I 1 1111 I I I l F.FL. - FIRST FLOOR d., I _ ,� ° ° a �-•-. /° / 64.2 X/ G.FL. - GARAGE FLOOR .`65 1G / _ _ -�/ // / // / / / / ! lf� 51.4 \ 5a�1 \ \ I I 1 I 1 1 I 1 I I I I I BB - BOTTOM OF BULKHEAD / / // / / ,�- \ \ \�44�I I 1 I I I 1 111 11 1 11 11 I I II TC1 TB TOP OF BULKHEAD - - ' WELL a �� t a / / ` / //// // / / / / \\ \\\ \' III 11 I 111 I I I TIM - TOP OF WALL i v ° i / l / / / / \ \ \IIII �{ I I I I BW - BOTTOM OF WALL _ BELGIUM BLO TC 57.0 °a 6 c,K CURB / / / / / 62.4X / / ( I / pAT10 51.0 \' 1111 I 1111 I 1 I SG X&4 / / cA \�\ \■ \1 \\\ 1111 1111 \ X tl . / i/ // / 6 �/3 / \- I I DRAIN OD AR OR 6.5<851.3111111 I I i I I I I II 11111 v� '� ° ° / / // // / \ \ \ 1 RIM � -1111 111 111 \a 16.15F.FL p FlousE p \ o 1111\ 111 FRAME _ - 51.3 ■\1 1111 IIIIII 111111\111\11\\111I111111111IIIIII G 59.oX� \\ \\ \\\\ - 03 �r°'°FLL A 26s �\IIIIIIIII1111111111111 \\111111 0� \\ ,7t' MNEY�EQUIPMENT - _ \ , III 11 I 1 I 1 I 1 I 1111 11111111 w\\0 111111111 Z rW I I ( DRNN4 CHI - X2.21 I IIIIII1 IIII1II 1111111 k�'e ,v: ' .e \ I I I GRIM X3;0 \\ \ \ 7 1 1111 I I I I 111111 111111111111 I I llllll ��90 d I ' \I I I I \ r � / - - _ \ 1 \ \\\ \\\\ \ \\\\ \\\ __� - _ _- - - - - - - ■iii 111 it llllll II I II I III II II I "311 II �� ��� I � , 1� IAm 115.6 �6 \ I // \\ \\ \\\ \ \\\\ _ -X � \`'` _ �IIII1 1 I IIIIIIIIIIIII 1 �, �'�, Fiv1 I 69.1� � � \ \ \ \ \ \ � / / '-- _ \ \ \ -\ \\ �� - _ - _ 1'°- -- -_ �'-¢ IIIIII 11 I N s ed e \ , - \ \\ \ \ \ \ X _ _ GO WOODED - \ \ \ \\ \ _ _ _ _ III I I I I I III I W O Z7-7 .5 \ \ \ Al o J O WAIT • II (n U o < � \ \ \ \ \ _ - / / \ \ •- � \ \ \ _ \\ � _ _ � 8 gyp', � 60 OD RCTAINING un a \ _ O e 62 p 9J W b 70.8 \ \ - - - - _ _ -- -- - _ _ 4' 1 �" , \ --x-64 ° \ \ \ - - - - IX GS 70.6X y DEEE�y\�x�x ° d e •°. I � �\ �K 69 X70 d I 71.6 FENCE X2.1 \> /� 2 7 I 0.6 N• ? L o T $ FOUND `72 ° .�. 71.6 CONC. MON. SOtt V 1 X BELGIUM BLOCK CURB -790 3 6' d ° e PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TIT.Lm SURVEYS AS ESTABLISHED BY THE L.I.A,L F.-AND,APPROVED,AND ADOPTED FOR SUCF,1,tSEE��6YI.THENEW,JORK,STATE LAND TITLE ASSOCIRTIb•N. No 7 03. 2- y\ 4\V 7 N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin S THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE �1 EDUCATION LAW. JV COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-228 I I N/F JONI & JONATHAN SPENCER DWELLING W/ PUBLIC WATER FOR S.C.D.H.S. USE ONLY HOUSE POOL ±2.7'x27.6' TWO STORY ADDITION ±4.5'x6' STEPS ONTO WOOD DECK N DRAINAGE CALCULATIONS: ±3.6'x20' PORTION OF WOOD DECK TO BE REMOVED ±49' PORTION OF EXISTING RESIDENCE TO BE REMOVED EXISTING WOOD ARBOR TO BE REMOVED DRAINAGE AREA 1 GRADE EL.: ±66' EXISTING ONE STORY FRAME HOUSE WITH REMOVE AND REPLACE O PROPOSED SECOND STORY ADDITION ABOVE ±22 S.F. OF STEPS WITH EXISTING CESSPOOLS TO BE ABANDONED AND N STONE DRIVE: 217 S.F. X 0.6 X 2" = 21.7 C.F. ON-GRADE SLATE PATIO 57.5 S.F. OF S FSS SREMOVED IN TANDARDS ACCORDANCE WITH S.C.D.H.S. V Cn ASPHALT DRIVE: 1,464 S.F. X 1.0 X 2" = 244.0 C.F. 4.7 SILT SAND WITH GRAVEL (SM) ±10'x24' ONE STORY ADDITION TO EXISTING GARAGE WITH ±3'x24' EXTENSION OF NEW SECOND STORY TO REPLACE ROOF OVERHANG EXISTING TO BE REMOVED ROOF: 2,351 S.F. X 1.0 X 2" = 391.8 C.F. ON-GRADE ±198 S.F. OF EXISTING PATIO & WALK: 745 S.F. X 1.0 X 2" = 124.1 C.F. EL. 61.3' PROPOSED ON-GRADE SLATE PATIO SLATE PATIO Z WOOD DECK TO REMAIN WOOD FENCE o W TOTAL = 781.6 C.F. f� V P TO REMAIN of s. a, rn m Q, v, u; U u, v s n v, n u, + ov N/F PHYLLIS VANDYNE � Py �al " n, 15 ^' " m m USE (2) 8' DIA. X 9.5' DEEP DRYWELLS = 802.3 C.F. 61 N 7 8°3 6 50 E 11396.01 WOOD FU X01 FENC 1 n, ti I if 0.2'N. , ' I' ; , wAdK DECK DRAINAGE AREA 2 VACANT C� �g EURBOR ANK 4 DGE ROW ^i •• . . •f 0.ECK ^^ STONE DRIVE: 3,907 S.F. X 0.6 X 2" = 390.7 C.F. _ `.a"`.�.�..�.���.�- ..,��.:� '...���...,",�... �..y� n 'J i ENCS / i ! i I ! , WOOD WAL F :1 Fn!" ROW 9F TREES , .- t ;:; i , COARSE SAND WITH f A z \ UNDE G ELECTRIC LINE UN RG ANE 66 / t'O K „ _ 12.3' R ROUND -* s� '� LANDSCAPING: 2,229 S.F. X 0.2 X 2 74.3 C.F. GRAVEL (SP) I ::' - \\ n TANK SLATE R a, C. WALL �' `' / - Z ,t,,� �� TOTAL 465.0 C.F. EXISTING 4' DIA. X 2' DEEP PROPOSED AC UNITS Y ,:i I I , r '1j °�' USE (2) 8 DIA. X 6 DEEP DRYWELLS = 506.7 C.F. - \ DRYWELL TO BE REMOVED •, IZ / I ; i I I ,� n \ REPLACED 34.T iv I I u I I CD N' AND REPLAC D WITH 8'\,, a., �• W E 2 W a I D I 'i I I i I \ a.9' 27.' I I I DRAINAGE AREA 3 „ DIA. X 9.5' DEEP DRYWELLS i ,.:,' I i : , W \ 5' r qSA RATIN 15.8' `o� I I I „ - EL. 49' \R cr \ ,� 11 s' I O \ N ! o ROOF & PATIO: 1 823 S.F. X 1.0 X 2 - 303.8 C.F. PROPOSED GENERATOR tiq I , co „ TEST HOLE 101 I TOTAL STEPS & WALK: 214 S.F. X 1.0 X 2 - 35.7 C.F. \ Crt I 4 I 339.5 C.F. DUG BY SHAWN M. BARRON, M.S. I V - ` °' \o x w0' i i i I Iv USE (1) 8' DIA. X 9' DEEP DRYWELL = 380.1 C.F. MARCH 15, 2016 �\ c�RB zs.z' I 10-�', (17' - NO G.W. ENCOUNTERFD) Fri w �p " eEEG\UN EEOC \ 'my z 158 - - _ - I c DRAINAGE AREA 4 1 1,(/) H ROOF OVER SLATE f�O I` ' j I I „ - eeLc LAMP, �` , I I m POOL HOUSE: 314 S.F. X 1.0 X 2 52.3 C.F. z w D BLOp/qN` POST P N S I m� no I I I POOL BACKWASH: 1,250 S.F. X 1.0 X 2" = 208.3 C.F. \ ; A K q1 A I �__ \r Py ! RpN CURB OVERHANG \±6.7X15,4,TWQ 0 12.0' - - I I TOTAL = D - 0 BE REMOVED STORY ADDITION loo I O N - = -t 1125 - - - - �' ' r , 260.6 C.F. -� o ,I,, ,siaTE': \ \ - - - - USE (1) 8 DIA. X 7 DEEP DRYWELL - rr1 m / PROPO D SANITARY SYSTEM `� 6.T O, -L .� \ - - ,q I - ELL 295.6 C.F. � N (10) BEDROOMS Oq 1 +'i '-' o -i *�' z ht I �y / oJ�� ONE (1) 2,500�CAL. SEPTIC TANK 2 TEST �'`4 j Io' �� \�__� I m I oo STEPS �I q ° rrt- I AAND TWO (2) 8r1 IA. BY 12' DEE v= w \� \\ too.o'- - - T - - - - = I LANDIN S n SANITARY LEAC�iING POOLS WITH Q 202• IQ -4 c w 1.e I- - - / SETBACK LEGEND z" 171 ROOM FOR'50% EXPANSION s „ ST I o m ±11.8'x17.3' PORTION OF FASTING 15T / Tj ( o o W 1 i n h STORY WOOD DECK;Tp'BE REMOVED AND-, ' 4 (� EXISTING -E- -±2r--� DRAINAGE W I ` Lu v r� '� n REPLACED WfTH 1 ORY ADDITION C I O WIST RATER LINE I t,1 p D ± WSTING - Q �I / 1ST STORYWOODPORTION' EC(TOOF 4 I j _ � AREA LINE I PROPOSE `--- 'z'-�'- m EXISTING LAMP GF OVER ON-GRADE SLATE PATIO To, CD IRRIGATION WELL POST �O 52.0' /' i ROI N WITH NEW OL5ti)OoR KRCHENaY ;: - - I ! I I TO REMAIN ±189' LP ONC. WALL - ZSMIr I . I I I I , I E, 00 Z O v �� AIR COND PROPOSED 8' DU1. 3 POST I _ se I,. 0F� SLI UI ,� X 9' DEEP ORYWELL 4 I I I U1 OWNER AND APPLICANT: N/F EDWARD F. & - u� \ EXISTING.WATER S�` ''` 0 481 WIDE, STEP 15 AMY , ; � MARY E. WERNER SLATE s P`I v o PROPOSED:8 DIA: X,6' DWa I mZ I f E TO BE s WALK TO!REMAIN! AL IRA & SUSAN AKSELRAD oCATE ;. m , I)EEP•DRYWELLS (CONNECT- -- , :,I,�, LIN � �� � 1965 BROADWAY, APT. 18B DWELLING WITH SANITARY AND - �-DRAIN EL D TO EXISTING ,DRAIN) \ EXP \ x" ;a: EXISTING 14 DIA. 'X I I I I I , 00 NEW YORK, NY 10023 WELL GREATER THAN 150' AWAY -3 sE�ctu s5 w E wAEL "''i �, ® ' DEEP DRYW LL I D M e O v► PROPOSED I " 'sTON �. 4. . I II LOCK CURB I z 0 I ,�o; EXISTING FRAME T4i P. "WATER LINE'TQ " ,: TO, FSE REMOVE I Icu SITE DATA: GATE; O om POOL-HOUSE ;', .., j, ��� D /�s ( \,,GAZEBO TO REMAIN / t`. - I, = O LOT AREA: 75,409 S.F. (1.731 ACRES) ( m ' t c> p I ( / ) I I wl (..` ; C9np �f - I' 50 I o 64 996 S.F. BUILDABLE LAND LOT AREA LANDWARD OF BLUFF rn =� N DW DW w W AREA `NITHIN 6' OF TOP 'OF N F' "- "' PROPOSED"8' DIA. "X " M BASESTA AND I ' ZONING NOTE: PROPOSED ),, ,wl, r �ANTAINOD BLISHED `„ ' P WATER LINE DW o I i I ,. / Z I 1,033 S:F. T DIEEP DRYWELL ; 1.; ";,, �, NO - RF BIJFFR Ul THE SUBJECT PARCEL IS LOCATED WITHIN THE R-40 ZONING H ? DISTRICT AND IS SUBJECT TO THE FOLLOWING DIMENSIONAL REGULATIONS. r �, EXISTING INGROUND o , " I Ao I / EXISTING 4 DIA.,X 2', DEEP ' I POOL TO REMAIN Z ;i r^ y ; m - EXISTING EDGE DRYWEILL TO BE REMOVED �I MINIMUM LOT SIZE: 40,000 S.F. DRAIN OF OF CLEARING" I - - - - 193' L _I F� I MINIMUM LOT WIDTH: 150' -`, MINIMUM LOT DEPTH: 175' 1231° - EXP ,o' 1N. w ' I'1^ri fat+ I I I -- 'T' ' ; , , , MAXIMUM HEIGHT: - f i ST ,I , ;' ' STATE PATIO ' STORIES: 2.5 ° ✓ `� w ,I- /'. J k'�F w \ tiVj;' EX. 1 431 S.F. I �1 o HEIGHT: 35 PROPOSED SEASONAL SANITARY SYSTEM °Ra f m WOOD AR TIDAL WETLANDS BOUNDARY EQUALS SEAWARD /, ONE (1) 1,000 GAL. SEPTIC TANK AND ONE sr s, "F s.5 - ON-GRADE SLATE w i F S ED BY 8' DI ON % U e i z I FACE 0 BULKHEAD A DETERMINED SETBACK FROM /` " (1 A. BY 6' DEEP SANITARY LEACHING SL� w F w� °� roF s ' PATIO TO REMAIN I E 2 EN-CONSULTANTS, 05-10-2016 CREST OF DUNE: 100 - POQLL.WITH ROOM FOR 50% EXPANSION �/ / � MINIMUM YARDS: I / wo PROPOSED EDGE OF CLEARING �� _ - - - - -! 1391'' WOODED AREA --POOL \ I FRONT: 50 \ FATE \ I ', `-�- - CHIMNEY R I OD SIDE FOR ONE: 15 0�r a I v SIDE, II ' 1 , I , illii ' '� " \ � � BOOL EQUIPMENT LOCATED SIDE, TOTAL FOR BOTH: 35' �� POOL HOUSE I - a/ i I ROP PRO f',U I 3 0 - N / I WITHIN P Os�ED JEC MITING' FFINCE cn f O I . EXISTING EDGE ! ' ; I(AREA 6F :DISTURBANCE:'31,b08 §�P) . (BACKWASH DISCHARGED T REAR: 50 I O - - PROPOSED 8'xT DRYWELL) OF_CLEARING O - TOTAL LOT COVERAGE: FOR A LOT HAVING AN AREA OF 64,996 S.F. 7 4''IPL.ASTI FENCE ?o FENCE FENCE DEER FENCE-` PIPE - K.. MAXIMUM LOT COVERAGE - 20% 1,' O• • 2.5"' I ' N 0.4 N._ X-X->h-Y-- -rt -x- - - 64,996 S.F. x 20% = 12,999.2 S.F. H -� - - - fn ' / ' BLK V' '0.3'N. I Ji.: FOUND Y� X�k\ 71 _... � CONC. MON. --- / ';� `� 34 � `t.> � `?�' L;,J �..!` WAL' Ft' Sv :}� S> WALL 1 s, LOT COVERAGE TABLE (BUILDABLE LAND) I efL 0.9's. t.o's. ,' o '� �- y � GIU,N 6L CK , w °.� WOOD RETAINING WAL cn cn vi to i. �. i N/F JAMES & f RitFh CURB rnv, qr EXISTING ONE STORY SEASONAL POOL HOUSE STRUCTURE EXISTING (S.F.) PROPOSED (S.F.) MARY ELLEN DUFFY S 78036'50" W 377.51 ' (INTERIOR TO BE REMODELED) VACANT F. FL. EL.: 51.2' G.F.A.: 316 S.F. DWELLING 3553.0 (5.46%) 3,781.3 (5.82%) DECK 716.6 (1.10%) 416.1 (0.64%) I EXISTING CESSPOOL TO BE ABANDONED to AND REMOVED IN ACCORDANCE WITH POOL 1396.6 (2.15%) 1,396.6 (2.15%) S.C.D.H.S. STANDARDS = POOL HOUSE 314.0 (0.48%) 314.0 (0.48%) r1 �,,. ; t STEPS 432.3 (0.67%) 374.6 (0.58%) - 0 GAZEBO 110.5 (0.17%) 110.5 (0.17%) ARBORS 146.2 (0.22%) 102.3 (0.16%) VT 2��6 A TOTAL 6,669.2 (10.26%) 6,495.4 (9.99%) _.-- HousE N/F MICHAEL & DARYL MALTER DWELLING W/ PUBLIC WATER SITE PLAN L101 PREPARED BY STUDIO CICETTI ARCHITECT PC No GARAGE WAS USED FOR THESE CALCULATIONS. o GROSS FLOOR AREAS: EXISTING G.F.A.: 4,915 S.F. PROPOSED G.F.A.: 8,904 S.F. 07-26-2016 TH GENERATOR,PATIO,BUFFER,STAIRS,&NOTES VAG POOL HOUSE G.F.A.: 316 S.F. DATE BY DESCRIPTION APPRVD REVISIONS ABOVE AREAS PROVIDED BY STUDIO CICETTI ARCHITECT PC. IRA & SUSAN AKSELRAD 1965 BROADWAY,APT.18B N/F JOAN D. KIJBEC NEW YORK,NY 10023 DWELLING W/ WELL GREATER THAN 150' AWAY AKSELRAD RESIDENCE 4125 NASSAU POINT ROAD,CUTCHOGUE,N.Y. TAX MAP NO.:1000-111.00-09.00-006.004 CARPENTER RAD NOTES: THE EXISTING SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON A SURVEY SITE PLAN OF LOTS 25 & 26, AMENDED MAP A OF NASSAU POINT, PREPARED BY NATHAN T. rYti�EN� C;`:;; CORWIN III LAND SURVEYOR, P.C., LAST DATED MARCH 07, 2016. THE RAYNOR GROUP,P.E.&L.S.PLLC SURVEYORS CIVIL ENGINEERS SITE PLANNERS DEESUBDIVISION INFORMATION: THE REFERENCED PARCEL IS LOTS 25 & 26 OF THE ( * ', ® WATER GREEN P.o.Box 720 AMENDED MAP A OF NASSAU POINT FILE NO. 156 FILED AUGUST 16, 1922. '' WATER MILL,NY 11976 (631)726 7600 SCALE: 1' = 20' L ... `'<.,; a DWG.NO. 0' 20' 40' 60' ��\'O 073 A"- �� '* DESIGNED BY: VAG SCALE: 1"=20' ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED ON N.A.V.D. 88. 'r DRAWNBY: TH DATE: 05/20/20?6 VINCENT A.GAUDIELLO APPROVED BY: VAG FILE NO.: 3232 PROFESSIONAL ENGINEER NO.073544