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1000-111.-13-11
i �� OFFICE LOCATION: oOF SO(/ryOl MAILING ADDRESS: Town Hall Annex Q P.O. Box 1179 54375 State Route 25g Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Telephone: 631 765-1938 ou LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date October 13, 2020 Re: LWRP Coastal Consistency Review for ZBA File Ref JANE G. WEILAND #7434 S CTM#. 1000-111-13-11 JANE G. WEILAND #7434 - Request for Variances from Article IV, Section 280-18; Article XXII, Section 280-105A and 280-116A(1); and the Building Inspector's August 10, 2020,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and construct a six (6) feet high fence; at 1) located less than the code required minimum side yard setback of 15 feet; 2) located less than the code required minimum 100 feet from the -top of the bluff, 3) fence is more than the code permitted maximum four (4) feet in height when located in the front yard; located at: 6485 Nassau Point Road, (Adj. to Little Peconic Bay) Cutchogue,NY. SCTM No. 1000-111-13-11. 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 records available to me, the proposed action is recommended as CONSISTENT with the LWRP. This recommendation is based on the following: 1. The proposed additions are located further landward than the existing structure. 2. The proposed additions are not located within the FEMA Flood Zone. 3. The parcel is not located within the CERA. 4. Mitigative actions to further LWRP polices 4, 5 and 6 are proposed. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy, Town Attorney BOARD MEMBERS �F SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �oy��► lyolo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento Oli,'COUff NSouthold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 Cl September 17, 2020 SEP 1 7 2020 Mark Terry, Principal Planner Southold Town LWRP Coordinator Planning Board Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. # 7434 WEILAND, Jane G. Dear Mark: We have received an application for additions and alterations to an existing single family dwelling and construct a 6 foot high fence. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map,project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson B 1E 3- i6J16 By: Encls Survey/Site Plan : John Metzger Dated : May 1, 2020 (Revisions) i rr FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 10, 2020 TO: Barbara Schnitzler(Weiland) PO Box 229 New Suffolk, NY 11956 Please take notice that your application dated June 15, 2020: For permit to: construct additions and alterations to existing single-family dwelling and construct a 6'high fence at: Location of property: 6485 Nassau Point Road Cutchogue.NY County Tax Map No. 1000—Section 111 Block 13 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed construction on this conforming 52,413 sg. ft parcel (36.702 sq ft buildable land) in the Residential R40 district, is not permitted pursuant to Article XXII Section 280-116A(1) which states:"All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The site plan shows the proposed construction at a minimum distance of 36 feet from top of bluff. In addition. the construction is not permitted pursuant to the Bulk Schedule which requires a minimum side yard setback of 15 feet. The site plan shows the side yard setback at 10.7 feet. Lastly, the proposed fence is not permitted pursuant to Article XXII Section 280-105 (A) which states; "When located in the front yard of residential zones, fences shall not exceed four feet in height." The monosed 6' hiah fence is located in the front yard. Autho ' ed ure Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. —� N310382 6 `r ry6ry { I 7L4 3 , , \ 8 I am tT 4-� Ty.l 46 M Y 462 � I 01",TT all 5 45 44 t $ (01 e• 43 , n opt 49 8 9 �Tt 43450 42 t; 9 ' 43 t.6A(c) to) •. a ss rn aat 44 40 PeA - ' m PT'28 DIA PT 'CON y 44' 16 A Psi Pwi 4 C1 '. P NG P.14 t6 � J ¢- ''�29A(c)_-' -29 5 p - `[QCT 4e 7 1 - 1 6A(cY ' 4 45Plcl P b - 19 26.1 4,� 9 4p4" a 3.1A(c) 1 21 a La's 7.6A(C) s e I\ rs $ 44 4 LPsei t I B 5 /�•� 03 8 9 $ N.n 'fl' 2 m prA 9 2 I 20 P•1 m 1.3A(c (7:-0 l•, ut y 442 t 2-OA(c) r $•\ fi N,A '✓� .P O t I wl •0' 0 LST to '- \ � ba ar � o Lp° a T"tt m'4i ,1M 92-4 P ° J� 6�A• P�1/Nro1 pbl NOI 23 24 ,a �`° r x s' g •� $,e amt a 7.1 11A(c)^• ryO 4 ECOIUC m1 y 2 .8 ^ I 4g )4-OA1c) 16` 26 t -I:g 11 \ 1>°. :S•..• I 43i I , I r ri 11A(c)�'P^sa 11 72 e 12 a'°' s ��• 9s tD �OPy 1.OA(C) I Pr,n a9� a fP 'PO 2.8A(c) t $ '� ➢.< 33,1'� e PTY az rL t PSI a 27.1 2 1 7A(C) .TOA Ld', P >9G6 b�>> r 4 Y P�•1 gyp'8 m 367 29 $ s>.m 13A(C) 1.3A(c) rm :' 30 ys a'O a, v+ 1.4A(c) 31 14 3 f b 0 D1 2.GA(c) 41P1c� 40 ys $1 FOR PCL NO-pOryD - 368 m T- •fJ`° SEE SEC NO- , s 2.4A �° � 118-01-011 <• ,P � � \ V`� 4 f rb si i a MATCH —Z .A 6 .• IN 306,58 S' \°� �. rs 13A(C) OGS • � i NOTICEa3zaryA COUNTY OF SUFFOLK, �,- _E 3 10 4 1 TOWN OF SOUTHOLO SECTION NO %&VM NNNTENANCE,ALTERATION.SALE OR Real Property Tax Service Agency Y DISTRIBUTION OFANY PORTION OF THE County Center Riverhead,N Y 17901 134 111 VILLAGE OF 111 SUFFOLK COUNTY TAX MAP IS PROHIBITED SC•i F iN FEET M V,ITHOUT MITTEN PERMISSION OF THE °����s 200 0 909 °00 __ A DISTRICT NO 1006 REAL PROPERTY TAI(SEWOCEAGENCV P 110 PROPERTY MAP COMIHt9IX>MlE Oac 19 lel° Fee $ Filed By: Assignment No APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.6485 Street Nassau Point Road Hamlet Cutchogue SCTM 1000 Section 111 Block 13 Lot(s) 11 Lot Size 52,413 sf Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 8/10/20 BASED ON SURVEY/SITE PLAN DATED 7/28/20 Owner(s):Jane G. Weiland Mailing Address: X Is Road, Port Washington, NY 11050 Telephone:917-379-5674 Fax: Email: janegwedand@yahoo.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative: En-Consultants for(X) Owner( )Other: Address: 1319 North Sea Road, Southampton, NY 11968;Attn.: Robert E. Herrmann Telephone:631-283-6360 Fax:631-283-6136 Email:rherrmann@enconsultants.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), ()o Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 7/28/20 and DENIED AN APPLICATION DATED 7/15/20 FOR: ()o Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Iy not quote the code.) 280 18 Article: xxu Section: 280 Subsection: 116(A)(1) &105(A) Type of Appeal. An Appeal is made for: (X)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal(X) has, ( ) has not been made at any time with respect to this property,UNDER Appeal No(s). 6472 Year(s). 2011 . (Please be sure to research before completing this question or call our ofce for assistance) Name of Owner ZBA File# REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: See attached addendum. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: See attached addendum. 3.The amo>mt of relief requested is not substantial because: See attached addendum. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: See attached addendum. 5.Has the alleged difficulty been self-created? { } Yes,or { } No Why. See attached addendum Are there any Covenants or Restrictions concerning this land? W No { } Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the s e time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Stgnatur of licant or Authorized Agent (Agent must submit written Authorization from Owner) of September 20 zo Robert E. Herrmann to before me this 4th day Coastal Managment Specialist of , ary Pu is KIM H . STEPHEN NOTARY PUBLIC STATE OF NEW YQRK COMMISSION NO , 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20.91 REASONS FOR APPEAL ADDENDUM FOR JANE G.WEILAND 6485 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-111-13-11 1. Relief is requested from §280-116(A)(1) and §280-18 (Bulk Schedule) for additions and alterations to a preexisting, nonconforming, 1.5-story dwelling situated less than 100 feet from the crest of a bluff and less than 15 feet from the northerly side lot line, respectively. Relief is also requested from §280-105(A) for construction of a 6' high fence along the southerly lot line, determined by the Building Department to be a front lot line due to the presence of"East Club Road," an unimproved right-of-way that provides pedestrian access to Little Peconic Bay by way of a footpath. Granting of the requested relief needed to construct additions and alterations less than 100 feet from the top of bluff will not have an undesirable impact on the character of the neighborhood, as the existing and expanded dwelling's position relative to the bluff is consistent with those located throughout the developed shoreline community of Nassau Point Road, particularly in close proximity to the applicant. Specifically, most properties situated along the east side of Nassau Point Road are improved with dwellings and/or accessory structures located substantially less than 100 feet from the bluff, including the eight consecutive properties to the south of the applicant's, for example, all of which appear to have bluff setbacks of roughly 35 feet or less. The preexisting nonconforming neighborhood character is the result of 1) the surrounding shoreline community having been developed long prior to the code changes in 2004, which first introduced a 100' bluff setback under Town Wetlands Code (Chapter 275), and in 2015 and 2017, which extended the 100' bluff setback set forth in Town Zoning Code (Chapter 280) to bay bluffs; and 2) zoning variances and/or wetland permits granted for nonconforming dwelling reconstruction and/or expansion subsequent to those code changes. As examples, the subject dwelling, which was originally constructed prior to 1957, is located 33 feet from the bluff, the preexisting dwelling located four properties to the north is located approximately 23 feet from the bluff; although a record of an associated variance determination could not be found, the dwelling and swimming pool on the adjacent northerly property were constructed with a 50-foot bluff setback in 2017 pursuant to a Town wetlands permit; variance relief was granted in May 2016 at 7125 Nassau Point Road (1000-111-15-11), located six properties to the south, for a deck addition situated 20 feet from the bluff (Case No. 6929); and variance relief was granted in December 2016 at 7324 Nassau Point Road (1000-118-4-1), located eight properties to the south, for the construction of a replacement dwelling situated 34 feet from the top of bluff(Case No. 7003). Therefore, with respect to §280-116(A)(1), the expanded dwelling and associated bluff setbacks would remain consistent with the character of the properties in the neighborhood; with neighboring variance determinations; and with the existing subject site condition, as the proposed expansion will remain in line with and not encroach further upon the existing bluff etback (see additional details in item#3 below). Robe . Herrmann Sworn to before me this 4`h day of eptember 2020. J Notar Public KIM N . ST EPHENS NOTARY PUBLIC 1Page STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 20..J With respect to the relief required from §280-18 (Bulk Schedule) to construct the proposed second- story dormer addition less than 15 feet from the northerly side lot line, two-story dwellings are typical of and common throughout the neighborhood. And in addition to the fact that the majority of the surrounding properties were constructed prior to modern code requirements, several dwellings located in close proximity to the applicant's have been reconstructed and/or expanded pursuant to variance relief for minimum side setbacks less than 15 feet. For example, variance relief was granted in September 2018 for additions and alterations with a side yard setback of 9.8 feet at 7525 Nassau Point Road (1000-118-4-3), located ten properties to the south; and in January 2007, variance relief was granted for the construction of a replacement dwelling situated 10 feet from a side lot line at 7425 Nassau Point Road (1000-118-4-2), located nine properties to the south. Therefore, the relief requested for a side yard setback of 10.7 feet is consistent with those variance determinations. And there should be no adverse impact on the only directly affected property to the north because the dwelling's existing partial upper story is already located 9.5 feet from the northerly lot line, so the northerly limit of the proposed dormer addition would be set 1.2 feet farther from the lot line and will not increase the overall height of the dwelling. Relief is required from §280-105(A) for the construction of a 6' high fence along the southerly lot line due to the Building Department's designation of"East Club Road" as a front yard. But similar to 28 other pedestrian-only right-of-ways created by the founders of Nassau Point for the purpose of providing community access to the bay, East Club Road provides no vehicular access to the subject property or for neighborhood thoroughfare. Rather, the in-fact front yard for almost every property situated along the east side of Nassau Point Road, including the applicant's, is Nassau Point Road. Therefore, while it is worth noting that variance relief was granted for a 10' high fence in the front yard adjacent to Nassau Point Road at 3485 Nassau Point Road in 1979 (Case No. 2649), more relevant is the Board of Appeals' July 2018 characterization of a similar right-of-way located less than a mile to the north as part of their decision to grant front yard setback relief for a new dwelling located 30 feet from the right-of-way (Case No. 7171). In that decision, the Board explicitly recognized that "the requested front yard variance is not from the Nassau Point Road frontage, but rather from a foot path on the south side of the applicant's property line that provides beach access but also creates a second front yard." Indeed, the right-of-way appears in every way to be a side yard and in fact serves as the architectural side yard for the subject property. And erection of fencing 6 feet high or less along a side lot line is customary and common and would be permitted here without variance relief but for the front yard designation associated with the right-of-way. Regardless, installation of the fence would not hinder, impede, or otherwise adversely affect use of the pedestrian footpath; nor would it adversely impact the owner to the south, who incidentally received front yard setback relief in 2011 to construct additions less than 50 feet from the southerly boundary of the same "road" (Case No. 4961). Therefore, granting of the relief needed for the 6' high fence will not adversely impact the character of the neighborhood. Robe . Herrmann Sworn to before me this 4th dayof eptember 2020. ota Public KIM H . STEPH€NS NOTARY PUBLIC STATE OF NEW YORK 2Page COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 202_/ 2. The benefit of the proposed additions and alterations sought by the applicant is the renovation and expansion of the existing 1920's seasonal bungalow, where they have begun spending substantially more time in retirement. To that end, they wish to expand the footprint of the south side of the existing dwelling to create a first story master suite with closet and bathroom; renovate and modernize the kitchen and bath; convert the existing attic to a habitable second floor through a dormer addition over the existing footprint; and add uncovered patio and deck areas to the waterside of the house for customary outdoor recreation and entertaining. Due to the existing location of the dwelling, these benefits could not be achieved without area variance due to the legally preexisting nonconforming location and configuration of the existing dwelling. Specifically,because the existing dwelling is located entirely within the 100-foot bluff setback, no footprint expansion could be achieved without relief from §280-116(A)(1). And because the north side of the dwelling is located 9.5 feet from the northerly lot line, the proposed dormer could not be constructed over the northerly end of the house without relief from §280-18 unless it were situated an additional 4.3 feet (15 rather than 10.7 feet) from the lot line, and such reduction in the length of the dormer would force the elimination of a proposed bedroom and result in an architecturally asymmetrical addition. The benefits of the proposed 6' high fence sought by the applicant are to demarcate the southerly property boundary and establish privacy adjacent to a pedestrian footpath used by the surrounding community to access Little Peconic Bay, which currently provides a completely open and unobstructed view of the applicant's rear and side yards. Typically erection of a 6' high fence along a side lot line would be permissible without variance relief, but here the Building Department has determined the southerly lot line to be a front lot line due to the presence of"East Club Road," the adjacent unimproved right-of-way upon which the pedestrian footpath exists. As a result of this yard designation, it is not possible to install the proposed fence without relief from §280-105(A). 3. The requested 64 feet or 64 percent bluff setback relief is mathematically substantial but is not substantial in fact given the consistency of the proposed bluff setbacks both with those present throughout the surrounding community and with those of the existing dwelling, which was constructed prior to 1957 and thus long before the required bluff setbacks were enacted more than 60 years later. Specifically, the proposed additions will be situated in line with and/or farther from the bluff than the seaward limit of the existing dwelling, which is located 33 feet from the bluff, with a minimum setback of 36 feet proposed between the unroofed raised patio and top of bluff. The proposed habitable addition closest to the bluff would be constructed beneath an existing roofed over porch, 44 feet from the bluff; the proposed waterside deck would be constructed no less than 45 feet from the bluff, and the proposed one and two-story footprint expansion will be located at least 50 feet from the top of bluff. The 4.3 feet or nearly 29 percent side yard setback relief requested to construct the proposed second- story dormer addition 10.7 rather than 15 feet from the northerly lot line is mathematically substantial but not substantial in fact given the consistency of the proposed setback with other surrounding Robert E. errmann Sworn to before me this 4th day of September 2020. Notary Public K H , STEPHEN S NOTARY PUBLIC 3Page STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 2OI dwellings and the facts that the existing 1.5-story dwelling is already located 9.5 feet and thus closer to the side lot line than the proposed dormer addition; and the dormer will not increase the overall height of the existing dwelling. The relief requested to construct a 6' high fence along the southerly lot line, adjacent to the pedestrian footpath running through "East Club Road," is insubstantial because aside from the Building Department's designation of the unimproved right-of-way as a front yard, the southerly lot line bears all the characteristics of a side yard and none of a front yard. In fact, it is the applicant's contention that because the right-of-way does not provide access to the subject property nor provide vehicular access for any purpose, it should not be treated as a second front yard for zoning purposes. Consistent with that contention is the Board's characterization of a similar right-of-way that created a second front yard in their Case No. 7171 determination (referenced above), wherein the Board acknowledged that the setback relief for the dwelling construction was requested not from a "heavily trafficked road" but from a "lightly trafficked foot path providing access to the beach." In this case, relief is required from the right-of-way only for the construction of the 6' high fence, which would provide the applicant with reasonable privacy for the rear yard and architectural side yard without hindering, impeding, or otherwise impacting use of the pedestrian footpath any differently than would a 4' high fence, which could be installed in the same location without variance relief. 4. The proposed project design and incorporated mitigation measures described below are intended to minimize or eliminate any potential adverse impacts on the physical and environmental conditions of the subject property and surrounding environment through their beneficial impacts on treatment of septic waste; stormwater runoff control and recharge; and the environmental quality of groundwater, adjacent surface waters, and the adjacent bluff, shoreline, and wetland ecosystem. a. The existing dwelling is located 33 feet from the top of bluff, and all proposed additions and alterations have been carefully designed to remain in line with and/or farther landward so as not to create any additional encroachment on the bluff. The primary one and two-story addition at the south end of the existing dwelling, for example, will be set back 17 feet farther, at least 50 feet from the top of bluff. b. The nonconforming septic system consisting of a single cesspool will be removed and replaced with a low-nitrogen, UA sanitary system located more than 100 feet from the bluff. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. c. A stormwater drainage system consisting of roof gutters, leaders and drywells has been designed to capture and recharge roof runoff from both the existing and expanded dwelling and other developed surfaces, including the driveway, 1wich will also be comprised of a pervious gravel surface. Robert . Herrmann Sworn to before me this 4th day of September 2020. Notary�'I2ic P EE N S NOTARY PUBLIC 4 1 P a g e STATE OF NEW YORK COMMISSION NO . 5015931 OUAuFiFn IN SUFFOLK COUNTY E,Olka� 7T 2 . 202,/ d. A 10' wide, approximately 1,407 sf non-turf buffer will be established adjacent to the top of bluff, which is to be planted with native vegetation. e. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction 5. The difficulty in meeting the required bluff setback is not self-created because the existing dwelling was constructed prior to 1957, as recognized by Pre-C/O No. Z-18379; and the property was purchased by the applicant in 2000, 15 years prior to enactment of the current bluff setback requirements. The difficulty in meeting the required side yard setback is self-created because the current Bulk Schedule was in effect at the time the property was purchased by the applicant, who is presumed to have had actual or constructive knowledge of the limitation created by the required side yard setback. The difficulty in meeting the required fence height limitation is not self-created because while it may be presumed that the applicant had actual or constructive knowledge of the code at the time of purchase, it could not have been reasonably anticipated that a pedestrian footpath leading to the top of the bluff would be considered a road or front yard, thus necessitating variance relief for erection of a customary 6' high fence, especially when the Nassau Point Property Owners Association website (nppoa.com/rights-of-way) describes the 29 Nassau Point community rights-of- way not as roads but as "means of accessing the waterfront for property owners who don't have waterfront property." Robrterrmann Sworn to before me this 4th day of September 2020. "t/ J qZ,�, No ary Public (Y — KIM U. STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 , 5015931 OUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 20a 5Page APPLICANT'S PROJECT DESCRIPTION APPLICANT: Jane G. Weiland DATE PREPARED:September 4, 2020 1.For Demolition of Existing Building Areas Please describe areas being removed: Existing 6'x 10'portion of dwelling (south side) and existing cellar entrance. II.New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 37:3'x 45' Dimensions of new second floor: 8.9'x 23.3' (2-story addition)+ 11.6'x 35.8'(2nd story dormer) Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): See sttached Elevation Drawings A-401 &A-402 Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor:Yes. See attached Elevation Drawings A-401 &A-402 III.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations:One and one-half story dwelling with modesty sized rooms; outdated kitchen and baths: partial basement with crawl space• unfinished attic; and patios,totaling 2,24 sf lot coverage. Number of Floors and Changes WITH Alterations:One and two-story dwelling with master suite, renovated kitchen and bath; new partial basement; attic converted to habitable space by dormer; and new deck and expanded patio. IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 2,440 sf Building Area Proposed increase of building coverage: 1.622 (total 4,062 sf) Square footage of your lot: 52,413 sf total; 36,702 sf buildable land Percentage of coverage of your lot by building area: 11.07% V.Purpose of New Construction: Expansion and renovation of a 1920s summer bungalow to accomodate more frequent and intense use by the long-time property owners. VI. Please describe the land contours (flat,slope %,heavily wooded,marsh area,etc.) on your land and how it relates to the difficulty in meetingthe code requirement(s) : The property is encumbered on its east side, ajacent to Littre Peconic ay, by a steep, bulkheaded slope 100-foot setback has been required by Section 280-116(A)(1)only since 2015. Therefore,given the 33' setback rom the top of bluffo the preexisting noncon orming dwelling, it is not possible to expand e Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 't QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes X No B. Are there any proposals to change or alter land contours? No X Yes please explain on attached sheet. see attached C. 1.) Are there areas that contain sand or wetland grasses? Yes 2.)Are those areas shown on the survey submitted with this application?Yes 3.) Is the property bulk headed between the wetlands area and the upland building area? Yes 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction?No Please confirm status of your inquiry or application with the Trustees:wetlands application to be filed and if issued, please attach copies of permit with conditions and approved survey. subsequent to processing of ZBA application. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting?No Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? No If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel?No If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel Existing 1-1/2 story single-family dwelling and the proposed use same, with additions and alterations, including 2nd-story, 2-story and 1-story additions _ (ex: existing single family,proposed: same with garage,pool or other) September 4 2020 Authoriz ignature and Date Robert E. Herrmann QUESTIONNAIRE ADDENDUM FOR JANE G. WEILAND 6485 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-111-13-11 Regrading is proposed on the landward side of the house and minimally on the south side of the house in connection with installation of the proposed sanitary system. r FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. PRE EXISTING CERTIFICATE OF OCCUPANCY No Z-18379 Date SEPTEMBER 19, 1989 THIS CERTIFIES that the building ONE FAMILY DWELLING Location of Property 6485 NASSAU POINT ROAD CUTCHOGUE, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 111 Block 13 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the requirements for a private one family dwelling built prior to: APRIL 9, 1957 pursuant to which CERTIFICATE OF OCC. #Z-18379 dated SEPTEMBER 19, 1989 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ACCESSORY WOOD FRAME ONE CAR GARAGE* The certificate is issued to VIVIAN BERMAN (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL NO RECORD PRE EXISTING UNDERWRITERS CERTIFICATE NO. NO RECORD PRE EXISTING PLUMBERS CERTIFICATION DATED NO RECORD PRE EXISTING *PLEASE SEE ATTACHED INSPECTION REPORT. Building Inspector Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No% Z-26274 Date: 02/09/98 THIS CERTIFIES that the building ALTERATION Location of Property: 6485 NASSAU POINT RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 111 Block 13 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 26, 1998 pursuant to which Building Permit No. 25238-Z dated OCTOBER 16, 1998 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is CONVERT EXISTING SEASONAL DWELLING TO A YEAR ROUND ONE FAMILY DWELLING BY INSTALLING INSULATION, NEW WINDOWS & HEATING SYSTEM AS APPLIED FOR. The certificate is issued to MICHAEL S CATAPANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. H062947 01/27/99 PLUMBERS CERTIFICATION DATED N/A Building I pector Rev. 1/81 ;r BOARD MEMBERS *®f soy Southold Town Hall Leslie Kanes Weisman, Chairperson rlfo 53095 Main Road •P.O. Box 1179 ti0 !G James Dinizio, Jr. Southold,NY 11971-0959 � � Office Location: Gerard P. Goehringer G Q Town Annex/First Floor,Capital One Bank George HorningO • �O 54375 Main Road(at Youngs Avenue) Ken Schneider lyCOU Southold,NY 11971 http://southo]dtown.northfork.net ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD 0 / .- �f, / s Tel. (631)765-1809 •Fax (631)765-9064 ,JVL1 1 3 20» FINDINGS,DELIBERATIONS AND DETERMINATIONC �J �, ' MEETING OF JULY 7,2011 SOUMOld Town Clerk ZBA FILE: 6472 NAME OF APPLICANT: Jane Weiland SCTM#1000-111-13-11 PROPERTY LOCATION: 6485 Nassau Point Rd. (adj. to Little Peconic Bay), Cutchogue, NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 20, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: A Letter dated May 27, 2011 confirming inconsistency was submitted to the Board of Appeals under Chapter 268, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP)standards. PROPERTY FACTS/DESCRIPTION• Subject property is improved with a two story dwelling and an accessory garage. It contains 47, 516 sq. ft. with 190.33 feet of frontage on Nassau Point Road, 291.03 feet along East Club Road, 141.28 feet on Little Peconic Bay and 305.00 feet on the north property line as shown on the Project plan and section prepared by Hideaki Ariizumi, Architect dated 5/7/2011. BASIS OF APPLICATION: Request for Variance under Section 280-116, based on the Building Inspector's April 5, 2011,Amended April 12,2011 Notice of Disapproval concerning an application to construct an accessory deck and shed, which proposed construction will be: 1) less than the code required setback of 75 feet from the bulkhead. RELIEF REQUESTED: The applicant proposes to construct a 326 square foot deck with a shed at 0' setback from the existing bulkhead. AMENDED APPLICATION: The applicant amended the application prior to this Boards scheduled Public Hearing. The application amendments reflect and comply with the requirements set forth in the"Board of Southold Town Trustees"permit 47542. The applicant reduced the deck to a maximum size of 199 square feet, removed the proposed shed and added a bench. They increased the bulkhead setback from 0' to 1.6% ADDITIONAL INFORMATION: The adjoining waterfront property owners have existing deck features at their shared continuous bulkhead which are larger than what the applicant proposes in the "Relief Requested". The majority of the subject parcel is at approximately elevation 32 and slopes steeply down to elevation 7 at the toe-of- 41 Page 2—July 7,2011 1 ZBA File#6472-Weiland CTM 1000-111-13-I1 slope and bulkhead where there is a narrow sandy area between the toe of slope and the bulkhead. This narrow area, where the boardwalk/deck with built-in bench is proposed, is approximately 12 feet wide. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2, 2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1)- Granting of the requested variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed boardwalk/deck with bench at the bulkhead is smaller in area and similar in design to what the adjoining waterfront property owners have at the bulkhead. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The width of the area between the toe of slope and the bulkhead is narrow, at only approximately 12 feet in width, and does not permit a conforming bulkhead setback due to this unique feature. 3. Town Law 6267-b(3)(b)(3). The variance granted herein is mathematically substantial, requesting a 1.6 foot setback or 98%relaxation of the code required 75 feet setback. However,the requested variance may be considered not substantial when compared to larger decking structures that exist at the bulkhead on the adjoining properties. 4. Town Law 4267-b(3)(b)ffi No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed boardwalk/decking with built-in bench area is small and its proposed use is passive and will not affect the environment or have an adverse impact on this neighborhood. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel tinder the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 6267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 199 square foot boardwalk/deck with built-in bench , while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Weisman (Chairperson), and duly carried,to DENY,the application as applied for and to; GRANT, alternative relief, and as shown on the revised Architectural Drawings entitled: Weiland Boardwalk, Project Plan and Section, Sheet A.001, dated 5/7/2011. Conditions: 1. The boardwalk/deck with built-in bench shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or Page 3—July 7,2011 f ZBA File#6472-Weiland CTM: 1000-111-13-11 condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de mimmis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board. Ayes: Members Weisman(Chairperson), Horning, Goehringer,Dinizio, Schneider. This Res ion was duly adopted(S-0). T Lliw 1444 Leslie Kanes Weisman, Chairperson Approved for fling /�� /2011 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: Jane G. Weiland 2. Address of Applicant:46 Litchfield Road, Port Washington, NY 11050 3. Name of Land Owner(if other than Applicant):Same as Applicant 4. Address of Land Owner: 5. Description of Proposed Project: See attached project description. 6. Location of Property: (road and Tax map number) 6485 Nassau Point Road, Cutchogue; SCTM #1000-111-13-11 7. Is the parcel within 500 feet of a farm operation? { } Yes {X} No 8. Is this parcel actively farmed? { } Yes 14 No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back oTths age if there are additional property owners) 9 4 / 20 Signature of Applicant rt E. Herrmann Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. PROJECT DESCRIPTION FOR JANE G.WEILAND 6485 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-111-13-11 Demolish and remove existing cellar entrance and 60' sf section of existing 1.5-story dwelling; construct additions and alterations to existing 1.5-story dwelling, including 415 sf second-floor dormer addition, 170 sf second-story deck in place of portion of existing roofed-over porch, 60 sf first floor addition beneath existing roofed-over porch, and 1,044 sf one and two-story addition to south end of dwelling with attached 377 sf raised patio and steps, 207 sf deck, retaining wall, and 6' x 9' roofed-over entry porch and steps with grade-level masonry path; maintain existing 5.6' x 6.9' hot tub on roofed-over porch and 4' x 6' outdoor shower on north side of house; install 500-gallon underground propane tank, underground utilities, and A/C unit on grade-level slab; remove existing septic system, install I/A-sanitary system, and re-grade to accommodate new system using on-site excavated soils and approximately 56 cy of clean, "ratable" soil to be trucked in; install stormwater drainage system; install 6'-high fencing along southerly property line; and establish 10' wide, approximately 1,407 sf non-turf buffer adjacent to top of bluff, to be planted with native vegetation, all as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated September 1, 2020. Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) I� Jane G. Cummins,AKA Jane G.Weiland residing at 45 Litchfield Rd. (Print property owner's name) (Mailing Address) Port Washington, NY 11050 do hereby authorize (Agent) En-Consultants to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. t"tin VYU CLko- Lo_I Z&A4,6L (Owner's Signature) Jane G. Cummins, AKA Jane G. Weiland (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME • Cummins,Jane G.,AKA,Weiland,Jane G. •(Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of M0,f(k,2o_2—D Signature LAM W e Print Name Jane G.Cummins,AKA Jane G.Weiland AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics Prohibits conflicts of interest on the part of town officers and employees The Purpose of this form is to Provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Herrmann, Robert E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 4th ay of September ,20 20 Signature �^ Print Name Robert E. Herrmann 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I- Project and Sponsor Information Name of Action or Project: Weiland Additions and Alterations Project Location(describe,and attach a location map). 6485 Nassau Point Road,Cutchogue,Town of Southold, SCTM#1000-111-13-11,property is located east side of Nassau Point Road,immediately north of southerly terminus of Wunneweta Road,maps provided. Brief Description of Proposed Action: Demolish and remove existing cellar entrance and 60'sf section of existing 1 5-story dwelling,construct additions and alterations to existing 1.5-story dwelling,including 415 sf second-floor dormer addition,170 sf second-story deck in place of portion of existing roofed-over porch,60 sf first floor addition beneath existing roofed-over porch,and 1,044 sf one and two-story addition to south end of dwelling with attached 377 sf raised patio and steps,207 sf deck,retaining wall,and 6'x 9'roofed-over entry porch and steps with grade-level masonry path,maintain existing 5 6'x 6 9' hot tub on roofed-over porch and 4'x 6'outdoor shower on north side of house,install 500-gallon underground propane tank,underground utilities, and A/C unit on grade-level slab,remove existing septic system,install I/A-sanitary system,and re-grade to accommodate new system using on-site excavated soils and approximately 56 cy of clean,"ratable"soil to be trucked in; install stormwater drainage system;install 6'-tugh fencing along southerly property line;and establish 10'wide,approximately 1,407 sf non-turf buffer adjacent to top of bluff,to be planted with native vegetation, all as depicted on the site plan prepared by Jeffrey T Butler,P E,P C.,last dated September 1,2020. Name of Applicant or Sponsor: Telephone: 917-379-5647 Jane G. Weiland E-Mail- janegweiland@yahoo.com Address- 46 Litchfield Road City/PO: State. Zip Code: Port Washington New York 11050 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: X Southold Trustees, Southold Building Department,Suffolk County Department of Health Services 3.a.Total acreage of the site of the proposed action? 52,413 sf b.Total acreage to be physically disturbed? 18,028 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 52,413 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑ Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial ® Residential(suburban) ❑ Forest ❑Agriculture ®Aquatic ❑ Other(specify). ❑ Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Name:Pecontc Bay and Environs,Reason:Protect public heatlh,water,vegetation, &scenic beauty,Agency: Suffolk ounty,Date: 7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does the proposed action meet or exceed the state energy code requirements NO YES If the proposed action will exceed requirements,describe design features and technologies. X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: A new I/A sanitary system is X proposed. 12. a Does the site contain a structure that'is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X X 13 a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site Check all that apply. ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 b 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond, waste lagoon,dam)? If Yes,explain purpose and size: X 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes, describe: X 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes, describe: X I AFFIRM THAT THJINF MATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor namE.Herrmann,Coastal Mgmt. Specialist Date: September 4,2020 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality, flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined, based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. 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O I.q ¢s ___'_'!RG' �> i �,G' , Bedell i Cellars I INOIvat 'I °m � I 9 I Pugliese Vineyards a PS EAST CUTCHOGUE v �.�G N�� BAY �\ Peconlc Bay I e/ %ooh \I N100SE TA m 9 C S H� � di, Winery 1 S.E 5� AO 1 v WILSON BALOWIN FLEET �- 2- °�o NK `�� �' Poo `\ Little I ten' o - Q y ¢ \ Nog - ` Z 1 0 000 @° FLEETW00 �,J f/Ut/i(' I o~ � � C(�21t NA AU Neck p m T Suffdk Courlt�Nagstt-om Map 9 AD #45 p '�" GID C4 y, i33, 1v +2,000 °Jk LO LO iLflfCl4><l'UL' S0,0`� AD 2C�AHI ON AO° Marsh Pt ° I oes`i POO Ao 51te C Access Via 5ubjecb Property wlctrs o to J ' K r oAsr RD / 6V,r ttcurrin y jGEORGE RO ��9e°9 J/ I \�\0 /'�`..;; 9oP.�'P• \ ;` O J, I ` old Cove 1 + L 1 �_ _ ty _ •4 , J� FANNINGRO C` J"/ YC o �" AAD ST � � � �\ �CAmoo;;°n,t � _32•',�f, KOUROS RD 'j gT lla JACKSON ST ilm i --- NEWISUFFOLK — ---� --- --- i --- ------ Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *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 si nificant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 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# 111 - 13 _ 11 PROJECT NAME Jane G.Weiland 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: Demolish and remove existing cellar entrance and 60'sf section of existing 1.5-story dwelling; construct additions and alterations to existing 1.5-story dwelling,including 415 sf second-floor dormer addition, 170 sf second-story deck in place of portion of existing roofed-over porch,60 sf first floor addition beneath existing roofed-over porch,and 1,044 sf one and two-story addition to south end of dwelling with attached 377 sf raised patio and steps,207 sf deck,retaining wall,and 6'x 9'roofed-over entry porch and steps with grade-level masonry path;maintain existing 5.6'x 6.9'hot tub on roofed-over porch and 4'x 6'outdoor shower on north side of house; install 500-gallon underground propane tank,underground utilities,and A/C unit on grade-level slab;remove existing septic system, install I/A-sanitary system,and re-grade to accommodate new system using on-site excavated soils and approximately 56 cy of clean, "ratable" soil to be trucked in; install stormwater drainage system;install 6-high fencing along southerly property line;and establish 10' wide,approximately 1,407 sf non-turf buffer adjacent to top of bluff,to be planted with native vegetation,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated September 1,2020. Location of action: 6485 Nassau Point Road,Cutchogue Site acreage: 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: Jane G.Weiland (b) Mailing address: 46 Litchfield Road Port Washington,NY 11050 (c) Telephone number: Area Code 917-379-5647 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® 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. 1-1 Yes ❑ No ® 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 1:1 No ® 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 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 The site is protected by a bulkhead and secondary retaining wall at the base of the bluff;the proposed additions will be situated in line with and or set farther back from the waterside edge of the existing dwelling;and a non-turf buffer to be planted with native vegetation will be established in place of existing lawn,all minimizing the risk of potential erosion damage,consistent with Policy 4. 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 addendum. 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 LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR JANE G. WEILAND 6485 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-111-13-11 POLICIES 5& 6 Consistent with the goals of Policies 5 and 6 of the Local Waterfront Revitalization Program and Chapter 275, Wetlands, the below plan features will mitigate potential project impacts and result in a net 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 water quality and the protection and restoration of the adjacent bluff, shoreline, and tidal wetland ecosystem through enhanced treatment of septic waste; increased drainage capacity and decreased runoff potential; reduction of existing lawn area and potentially associated fertilizers, pesticides, and insecticides; and increased coverage by native vegetation that both enhances protection from bluff erosion and serves as a sink and filter for stormwater runoff and the contaminants potentially contained therein. a. The existing dwelling is located 33 feet from the top of bluff, and all proposed additions and alterations have been carefully designed to remain in line with and/or farther landward so as not to create any additional encroachment on the bluff. The primary dwelling expansion, the one and two-story addition at the south end of the existing dwelling, for example, will be set back 17 feet farther and no less than 50 feet from the top of bluff. b. The nonconforming septic system consisting of a single cesspool will be removed and replaced with a low-nitrogen, I/A sanitary system located more than 100 feet from the bluff. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. c. A stormwater drainage system consisting of roof gutters, leaders and drywells has been designed to capture and recharge roof runoff from both the existing and expanded dwelling and other developed surfaces, including the driveway, which will also be comprised of a pervious gravel surface. d. A 10' wide, approximately 1,407 sf non-turf buffer will be established adjacent to the top of bluff, which is to be planted with native vegetation. e. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. See attached addendum. 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 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. ❑Ye s ❑ 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. ❑ No ® Not Applicable F-1 Yes PREPARED BY TITLECoastal Management Specialist DATE September 4,2020 Rob err nn Amended on 811105 JANE G.WEILAND.6485 NASSAU POINT ROAD,CUTCHOGUE s rr7Y�.,�if!•r,. ,�3iY a`.— .���i°..'�I.;1C:.�l,K`.�i�t�1�3'iL�F�,�S....r..rrlA�._..`s�._.. seRt:`�'$:�de.xke.::�.�'Stie`.w.d'..-ry.ar* .,_tE`.'.✓.X �:+eh�*=, y;., .9: Figure 1. Looking west from top of bluff at easdwaterside of existing dwelling and locations of proposed second-story dormer addition(center);existing hot tub(right);proposed first floor addition beneath roofed-over porch (left);and second-story deck in place of existing porch roof(center). Figure 2. Looking east toward Little Peconic Bay,top of bluff,and location of proposed non-turf buffer adjacent to top of bluff from existing roofed-over porch and location of first floor addition beneath porch. J JANE G.WEILAND,6485 NASSAU POINT ROAD,CUTCHOGUE Figure 3. Looking northwest toward northerly end of proposed dormer and well screened northerly side lot line. y Figure t Looking northeast from front yard toward northerly side lot line and adjacent dwelling to north. Y 1 JANE G.WEILAND.6485 NASSAU POINT ROAD,CUTCHOGUE Figure 5. Looking west at south end of existing dwelling and lathed locations of seaward corners of proposed one and two-story addition,raised patio(right),and deck(left). 's ;11111'?�..•..•ti" Figure 6. Looking north at south end oj'dwelling and lathed locations of seaward corners of proposed one and two-story addition,deck,and raised patio. y .J JANE G.WEILAND.6485 NASSAU POINT ROAD,CUTCHOGUE Figure 7. Looking west over lathed location of proposed 6'high fence to be installed along southerly property line adjacent to right-of-way, "East Club Road,"and community pedestrian footpath to bay(left). 4 r SSG;-.h6t :.t•'. « of 4 �R Figure 8. Looking east over lathed location of proposed 6'high fence to be installed along southerly property line adjacent to right-of-way, "East Club Road,"and community pedestrian footpath to bay(right). i JANE G.WEILAND.6485 NASSAU POINT ROAD.CUTCHOGUE Point -. ti 21 ',Google Figure 9. Aerial view of subject property and surrounding developed shoreline in September 2019. Image by Google Earth. w tia TOWN Ore SOUTHOLD PitOPERTY� RECORD CARD OWNER STREET �� _� VILLAGE DISTRICT SUB, LOT y'g� tF (/' _ r - _ ►�d FORMER OWNER N -- -- E --- - ACREAGE ` G( ApLi/1 w TYPE OF BUILDING RES. SEAS. VL. FARM COMM. IND. j CB. I MISC. LAND IMP. TOTAL DATE REMARKS // d / f 1.2 kr RZD. Pf=R fi'3V4z ;9ei,l.D_ bAiTday �C_ _4�1,? "o, -��'�.} �2-- G � - ,s G C> � _G� �l� ��� ���� �8h1�� ��{�1 �l r_�f��i�.�✓�rr;���:t.�a-�. -- -- - 4` V C) 4 AGE BUILDING CONDITION �? ne NEW NORMAL ' BELOW ABOVE Farm Acre Value Per Acre - Value Tillable 1 i Q Tillable 2 Tillable 3 --- Wcodland — Swampland Brushland `.v House Plot Tc4el b \ (� � " . a � I ii u QC 47 _gam :..: • � f 111.-13-11 3113 - M. Bldg' Foundation Bath I - `� t i' — I f� �C 1 I � t Y 3 Extension Basement A Floors Extension / �jZ" 4 53 Jig Ext. Walls (,v� 1 Interior Finish a Extension / "- Fire Place Heo ' v2. Porch Attic Porch Rooms 1st Floor Patio Rooms 2nd Floor Garage t� Q_ dib Driveway , _._ _ O. B. Lf (Z� i Art c" � . 1 1 2 2 I 1 2 AAS NASSAO POINT NO CIITCMOGIIf NY 303 A304 A303 302 ADDITION A301 A301 DESGN BY BARBARA SCIw1TIlEP a00ID w1PBOR Rp NEW SUFFOIX NEW YORK 11958 (N)DORMER AND DECK AACNITECTOF RECORD TOPTOP O — '-tEE d CAESONIS OE4GN • ELEV 58'-11' NIDA CHESOMS IEE ' 14 VERONA SIREETSNIE 30 8R00KLYN NEWYORK-1 7183300071 STRUCRIRAL ENGINEER J ESJ DEERKOSKI PE _T_ 111 UBPARI'AIYGNE,SUITE C 4 Vr51HAMPTON BEACH NY 118. ml na.ss Ulm- F INISH FLOOR!mini EV 41-7,• - f 4 ` � FINISH�FLOOR 'm ELAS•-7 NEW WOOD RAILING NEW CONCRETE RETAINING ` ® WALL W/STONE CAP - NEW WOOD DECK 8 RAILING L�j I �FlN15HFLOOR ELY EV 37-0- _ ® F9 I I AVERAGE NATURAL GRADE I i _ ELEV 32•-2' I I EXIST GRADE NEW GRADE EXISTING GRADE NEW BASEMENT II II " TG C� ONC SLAB N EV -------------------------------------------- ELEV 26' L J L J 1 EXTERIOR ELEVATION-EAST L J L L ADDITIONI J SCALE 1/4'=1-0 F NEW LAP SIDING THROUGHOUTAT HEIGHT OF BUILDING THE VERTICAL DISTANCE MEASURED FROM THE EXISTING STRUCTURE AND ADDITION AVERAGE ELEVATION OF THE EX15TING NATURAL GRADE ADJACENT TO i THEBUILDING BEFORE ANY ALTERATION OR FILL TOTHEMEANHEIGHT BETWEEN EAVE AND RIDGE I• AVERAGE NATURAL GRADE=32-2' HEIGHT OF BUILDING=20'-0' ` TOP OF RIDGEOF RIDGE ELEVELE,5 (N)DORMER ADDITION (E)ROOF y (N)DECK M� Et EAN 5H2-EIGHT EV 2' FINNELEV 4r-r - w SEAL FIND 4 ELEV 45'-7' ® ® ® tt? � tt t1 tOlt 147 - 10 RETAINING WALL AT NEW CAP PATIO,CONC W/STONE �FlNISH FLOOR fRo'IEcr No lsaz EL TO FOUNDATION POINT ROAD ELEV 38•-1' CUTCHOGUE. NY 11935 AVERAGENATURALGRADE — r���- _ AVERAGENATURALGRADE OPAWING TIRE ELEV 32'"7 _ moi -_ _a -"_{�_ T'= '--�y-o _�.-�j- © ^TY ELEV 32._2. � Exterior Elevations -- ------------- -- EXISTING GRADE GRADE Y btu ___ _.�1- - r _._ �,-�,-'-'-«':��'�_ __.-�•.'�� I I i i -_ -- ------------- EL�ty29,-5. EXISTING GRADE ---- - - --_- - _ TO CONC SLAB - - - - - - -- i I -_-_ I � � ELEV 26 -------------------------------- ----- (N)WOOD DECK EEVY 2g_t0• CATE 07/10!20 OWG NO STONE VENEER AT EXIST GRADE LJ I--jLATTICE PANELS SCALE FOUNDATION WALL NEW GRADE DRAWN BY NCL A-401 STONE VENEER AT 2 EXTERIOR ELEVATION-SOUTH RETAINING WALL SCALE 1/4'=1-0' 4A,NASSAU POINT RD CUTCHCCUF NY 2 1 2 2 1 7 A307 A301 A30 A303 A304 303 DESIGN BY BARBARA BCHNO7lER 2200W HARBOR R0 ADDITION NEWWIMIK NEW YORK 11956 MCHI7ECTOF RECORD LEE 8 CHEBON950EBGN MOA CHESONSLEE 14 VERONASIREETSUIIE 3D BflOOKLYN NEW YDRK 11231 I ]IB 3]004]1 STRUCTURAL ENGINEER JAMES)DEER405KI PE I.LIBRARY AVENUE SNTEC WESTIAMPTON BFACH NY 119]8 691 T)4 7355 O12 1T1 12 1024 O i® o trtB' FINISH FLOOR —— 371' NEW RAILING AT EXIST PATIO I I II _ II EXIST STONEWALL I 2ONC SLAB. E;'E B ---------------------- — --------- —------�L __J _ _ f EXIST GRADE STONAT E NEW GRADE FOUNDATIONTION WALL ALL L 1 EXTERIOR ELEVATION-WEST ADDITION SCALE 1/4'=t'-0' I I J I t NEWLAP SIDING THROUGHOUT AT L L J L J EXISTING STRUCTURE AND ADDITION (N)WINDOW W/ FIXED WOOD GRILLE I(N)DORMER AND 1 DECK SEAL FINISH FLOOR ELS yA�FINISH FLOOR PROJECT NO 1902 FLET V 4$7 6485 NASSAU POINT ROAD ® ® ® ® CUTCHOGUE NY 11935 ADDITION BEYOND EXST E—115 lot 131 I 1 1 HOWER OUTDOOR DRAWING TIRE I ' I Exterior Elevations FINISH FLOOR — ELEV DATE 0](10!20 DWG NO _ 1 SCALE 1/4=1 C A-402 2 EXTERIOR ELEVATION-NORTH DRAWN BY NCL SCALE 114'=1-0' 1 SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. j� 100a-M-13-11 SCAM It= 40' NOVDNBER 20, 2012 FEBRUARY 28, 2020 MAY 1, 2020 (REWWWS) LOT 44 SMM# 1000-111-13-9 DWEW NG FUBUC WATER vy LOT 45 SCTM# 1000-111-13-10 DWEWNG TIMBER do INTERLOCKING PUBLIC WATER PVC PANEL RETAINING WALL `VECK •E1.g38 4 8.3' AC UNRppL �.� eN \\` v�11o/w ON PAD 0.PAD '36- 11111N \�\m1 BW 9.0 • tT ELEC. `E 5 d, - 33 �11\W\\;%-\\ METER ROW 51pNE W 5.6 X 6.9 111`N 1\1011 O $ a P HOT TUB I Ir`RI'1111, W ELEC. N� �-FLAGSTONE ' ,� j 1� 1 111 11 TW 12.4' LINE STM, y ec DIRT N a5 TOP OFB BLUFF I*I l l l l i l j BW 8.5 SCTM# 1000-111-13-05.3 EL=ssa' eo-` �• GAa W/+I K 0.,,. N ;, Vs�..`ISED -_.36_� sl CP FF=32 a �• Nw 2111 Tplti2 LANDINGDWEWNG CMF --�`.yp1 KARKOUT 'w \' m a• ATI " IWbpp R1 CC5 PUBLIC WATER 34.4'3.4' GATE 11 I61 1 m m 7i EL 36.1' �j� p1' N a s. -_ X 1 11 Itl 1.i n W-..,- -- °t 17.0 m b 3 NI 16111-1 TW 12.5' WATER yy e.a' R/0 PORCH 4-- ro) IN 11-11 BW 8.2' METER i O INI I INI 1 d?'/ 32-- t ► III 1 1 1 1 r +29.2' fj pNE ORt �- 46 +29.4' {j p` ---- ��w +28.3' \1 l 1 1' ;1 1;1; PANEL BULKHEAD. MHWM PVC SOUMOLD TOWN LOT COVERAGE 2� /°"o�� q§27.1----- y I ;1► ►i\ I ALONG BULKHEAD to 1 1 1 1 1 TW 12.4' 2 �- \ \ III I I ew e.a BUILDABLE LAND AREA-36,702 sq.ft. (AREA ` __ '' ` \ i I I I I I►I TW 8.3' LANDWARD TOP OF BLUFF = 36,702 SQ.FT.) N ` - -° .__ �� ��--- " 1 I I i III I -- �'j]� � � 30-- III r ` j =p 'GL1 •� -^� ` \ \ IIIIiI TOP OF tAs +' W L \ BLUFF I I 1HOUSE =1.372 sq.f. O? 47 a00 PORCH = 438 sq.ft. G o+ RAISED PA 770 = 87 sq.ft. i ;\ _-m, �`_��.o' 110► s1ra J GARAGE = 379 sq.ft. LOT 133 �-- 7.= sq.ft 2,276/36,702 - 6.2% i _- 24-------•� \ 2�'/ l'L�JI TEST HOLE DATA SCTM# 1000-111-12-05.2 McDONALD GEOSCIENCE DWEWNG 1/09/2020 _ PUBUC WATER EZ 27.1' BROWN LOAM OL 0.5' BROWN CLAYEY O 1 I 4'SAND SC LOT 132 / EL=26.1' EL 26.4' PIPE / PALE BROWN FINE FND / / SAND SP / LOT 48 17' SCTM# 1000-111-15-07 . DWEWNG NOTE: NO WA7ER ENCOUNTERED WUNNEWETq RD. PUBUC WATER ELEVA770NS REFERENCED TO NAVD 88 KEY 231' m Q = REBAR ® = WELL ® = STAKE LOT 131 ®WELL = TEST HOLE v SCTM# 1000-111-15-06 ® = PIPE DWEWNG ® = MONUMENT WELL LOT 48 = WETLAND FLAG SCTM# 1000-1 NG 15-08.1 DWE MQ., = U77LITY POLE PUBUC WATER TW 12.5' = TOP OF WALL Bw a = BOT OF WALL LOT 130 $ '' -�•1°'w" a' SCTM# 1000-111-15-5.1 LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU DWEWNG POINT' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE PUBUC WATER I � .a`e•F: -� "+ w ON AUGUST 16, 1992 AS FILE NO. 156. ' ANY AL7ERA770AI OR ADD1770N TO 7HIS SURVEY IS A WOLA770N OF SEC770N 7209 OF 7HE NEW YORK STATE AREA-52,413 SGS. FT. EDUCA7TON LAW. EXCEPT AS PER SEC770N 7209-SUBDIVISION 2. ALL CER77RCA77ONS HE ARE TOME LINES 1'HI.�. :•. r; NO. 49618 VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID (631)PECOC -5020 FAX (63 (631) 765-5020 FAX (631) 765-1797 MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE P.O. BOX 909 SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREETF12-273 51TE PLAN BASED ON ORIGINAL SURVEY BY: n o PEGONIG SURVEYORS, P.G. PROP05ED I AND 2 51Y ADDITION5 TO EX15TINO 1 1/2 5TY FRAME DWELLING N PA.BOX 404 EXISTING 3 BEDRM DWL6 MODIFICATIONS TO EX OHL& PROPOSED: 6 BEDROOM � 1230 TRAVELER STREET 50UTHOLD,N.Y.I IT"TI PHONE: (631)765-5020,FAX(631)-765-1"141 TO BE MODIFIED •NEW REAR DORMER ADDITION FTPRNT: 11,044 SQ.FT. r SURVEY CREATED: NOVEMBER 20,2012 EXISTING FOOTPRINT: (1,407 5QFT. •NEW UPPER LVL DECKTL PROP. FT PRINT: 12,451 SQ.FT. KD LAST UPDATED. MAY I,2020 • ADDITION TO Ist FL,60 SQ FT. • L FROM Ist FL,60 SQ.FT. (BASEMENT BELOW ADDITION) REMOVA 5URVEYOR5 NOTES: • LOT NUMBERS REFER TO 'AMENDED MAP A OF NASSAU POINT' EXISTING TIMBER AND EX DEGK Ca INTERLOGKIN6!SVG PAi`l)=L FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON AUGUST 16, PROPOSED AG UNIT ON P.G. SLAB, BULKHEAD a BOTTOM OF BLUFF `Th 83 - t,f�` 4�,* r p 1442 A5 FILE NO.15b. SEE SLAB DTL, DW6 5P4 I. • ELEVATIONS REFER TO NAVD88 3b \ j O EX15TINO NEIGHEORING WALL, )L.35• PROPO5ED � \ -TW 12.5' 9 fi z SOUTH OF EX. EVER6REEIIS �Ep10E �X' 22 \\� NO WELLS WITHIN U/G 500 GAL L.P. PROPANE TANK Ex. A6 UNIT ON PAD � t + \ \ 14 BN a o U� c �' a �n 150'OF PROPERTY MAINTAIN ALL REQUIRED SEPARATION" �� .� 35 ** �� , \ 24 \ o CP O I IS- DISTANCES PER NPFA 58,LOCAL EX. FLA65TONE r 33' + + `� 1 1 \ \ I6 1 y o ~` r> z APPROVED CODES,REGULATIONS AND \ AND DIRT WALK _ - - * + ` 1 26 c� PROPOSED NEW GENERATOR THE AUTHORITIES 14AMNG JURISDICTION. � � r - �. � ' o � n EX HOT TUB,* +++ 1 \ 28 \ ` 9 j LOT 45 SEE ARCH FOR ADDITIONAL EX.ROW OF EVEP6REEN5 - �� PSE L��FEVERS u - 5.b'x6.G'ON R/O'POkC� ! 2O v^.� O INFORMATION - l + 1 \\ 5GTM# 1000-III-13-I0 EX.ELEG. �� = IO, 6R x \+ +� \ 1 \ CJS r .V- MiN - e' A �p REMAIN :.:::� f `? PROP.UPPER STY DORMER\ 3O DWELLING t METER g o 31,0' rn % ADDITION,415 SOFT. ' p I- PUBLIC WATER O EX.ELEG. _'-, 2 _ �x�-X `tXoR \ c F t + +� 1 32 1 ', 4.0 LINE- _IO`MIN SNWR M PROP.UPPER LVL DECK 1 y ` Ui 16 w 3� x I •'�� LINE �„ EX)Sf[NC:�:;:;..::. ,0� x x IN PLACE OF Ex.ROOFED 34 1 - ��o OV62 PORCH,r10 SOFT. 1 1 ' 1, 6' EX. I STY �• I I/2 �.�:1':FR': :`. �, � 1 3 N�H 3 20 �"�_ --- - ?� FR. GARAGE Io MIN _ 4 6` Ex. % + + + b LOCATION MAP: DWE<�:th1G:: ::,': o ArE + + rw 12.4 N o LL 10 u MAIPi ✓ - gyp- x x-x s (TO BE M(�D�)'li `o PAno 3(� _ BW 8.5' EXISTIN' p N n (HO WORK) o EXIST. ' + + 1 NOT TO SCALE cv N EX WOOD = 0 /�$ GF=32.8' u EX l/OP ? PATIO N FF=37,0•.:i;' .: + + LANDING � WR m c PROP. ist FL ADDITIO �° 51 PIR r n Q - L _34 /+ll TO t (NO WORK) :.... : o + EX yID Y• I- O s s S 5CTM# 1000-III-13-0.3 mss, r�N '1 �l 1��' R F TO REMAIN .: . :.. 6ENEATH EX.PORCH � z DVIELLIN6 C9 G EL 36.1' GMF LOT 46 Q f/Q 4/ -� 'PPRON•; �N/N \ ::' ':':�i:`: ;: � z 605QFr. / rn � PROPOSED PUELIG WATER /PROP05ED .�/QQ�� / PROP.6'x9' \ 0 136' NOTE: .' :• \ 34.4' 1i EX.cev + o -- Roo .6 Xq, :2 + I ` +a� ` INNOVATIVE AND ALTERNATIVE ON-SITE EROSION CONTROL MEASURE: SEE DEMO PLAN :': :: :..:.:.:::.:.:;:;::. / ENTRY PORCH W y 9 FOR REMOVALS pRphp p + + . `la WASTEWATER TREATMENT SITE PLAN o PROVIDE SILT FENCE BARRIER •�- X32 E.YISrIN6 WATER INSTALL PER DETAIL SEE 5P4 �- 5EP�VI-F LINE 5TEP5,(54 SOFT.) �" 3' cp I rn '� I�. - ?3' 9 2 STY ►�FR + * * 22 ��� SITUATE AT:p , To REMAIN(VEpIFr r'r SERVicE `� w 1 30� c�'� /' �'' N AWITION + 4 �* 32 I I i 1� I SITU NASSAU POINT ROAD GllTGHOGUE NY ZONIN6 DISTRICT: R40 tFR�F:`.IIGEP lil��l / ` 9 FF=37.0',201 SQ.FT. + * 24 l ����i� FLOOD ZONE: X. �XI�11N��� olrY r m�E ADDITIONAL * I c �o� Ila�J�', W PERVIOUS GRAVEL PARKIN6 150 AREA: \, 3 6 0' W, \ �3(,' i I 2� I ` 1 18 1 I TOM OK COUNTY, NEAYORK DATUM: NAVDBP,� EX. WATER MFS / / z - �f± METED. TO "31l 50.FT. - O +*+ �+ I \ REMAIN qD1' ��� AND MANEUVERING AREA s , IqO' x I � I rl l 12.5' � SGTM NO.: 1000-III-I3-II � ��' AREA- 1,142 50.FT. PROPOSES U 30 - ,3p'�" ° Q +++ � 2a 20 i x GYL 30.0 t Bw a�' 3 W STONE ENTRY PATH ' s4 zu:-GO \ PROPOSED% 32 ++ +a 30 I I I I RA15ED -- ` I N APPLIGANT/OWNER: JANE WEILAND VA 3 X�X �Q / i _,- IJEi 24 2 r 21 q�� TY (� PATIO % +++R o Iti W ADDITION l0 2' R.I�a �,,00\F 3o S, �' �_ - , 1�7T SQ.Fr1 * I Oo '¢ WETLAND AREA = SITE DATA: EXE SO U'` �O �-37.0,83 \ ' + +-� I I I rn PROPOSED o K13,pIYN 0 x2B.7 0, 4' 11�' N 145' x 6,432 SQ.FT.(0.1411 AG) _ 52,413 50.FT. (1.032 AG) TO TIE LINES ETU 3q• is % * + AREA SEOAWARD OF T.O. BLUFF: 15111 SQ.FT. (03601 AG TO TIE LINE EROSION CONTROL MEASURE: _ 7EX + ��� 05� AREA SEAWARD OF ) PROVIDE A STABILIZED \ o '.:i� _ 7/ Q�tOp pl�__ DP TH _- gp 30 x + + + o ` \ ' 1 1 1 A TOP OF BLUFF = 15,111 SQ.FT. - BUILDABLE LAND: 36-(02 SQ.FT. (O 5426 AG) INSTALL PER ON ENTRANCE,DETAIL,SEE DWG 5P4 x \ �' - -l0 x28.7 '� ++ ++ o ` 1 r (0.3601 AG) (BUILDABLE LAND = p _ �0� \` 21.1 k ROP. WD DECK x + + I CBU LOT AREA AREA SEAWARD OF BLUFF) of P1E`�1'YCf'Y�CIV&,C%15,A1' X -� � :SIS �\ + + I ` I WETLAND AREA: b,432 SQ.FT. (0.1411 AG) TIE LINE TO MHWM \ x ` (20-1502,PTJ EXISTING TIMBER AND 800 2 2 ��80 811 PROPOSED �x CA + \ X \ I INTERLOCKING PVC PANEL STORM DRAINAGE LEACHING 5Y5. '`max �6 fZ I +� +\ sTo�x �`' '� - x x ++++° T: i --x BULKHEAD,MHWM ALONG ��0 +/ r c < x28.1 N 6 R '` { AREA: 1'n 8'Qxb'L.D.LP.(SEE DW SPI FOR A ,X * TW 12 4' BULKHEAD LOT GOVERA6E: Q + / �, I BW 8.8' EX. DWELLING www.dignetnycli.com / � � Yw• • �..-X OF B o I 1,407 SQ.FT. STORM DRAINAGE GALG.AND •J. �/ + � 0 1 �x TOP + + I O or www.call811.com r F , POP \ --� x , FSETPR I STRUCTURE DETAIL AND REQT'MT5) 'Q/ q OF rw 8.3' EX. REAR R/D PORCH 438 5Q.FT, w for other states + + I I n ( ) PROPOSED y j// � � \3� _ S ��NsTq�\ �oNST y �n� 100 \ o t+*t +l 1 I ( I , "w �� EX. FRONT ENTRY PATIO 192 SQ.FT. By law,excavators and contractors working in 6 ER05ION CONTROL MEASURE- m /f/„20 / T�o�'1px Sj�T STo p ?J I I I ` 038 Q O �/�- EX. GARAGE 319 SQ.FT. w (v the five boroughs of New York City and Nassau N F ' 'C/ F \ �/ -k 28 + + t �T PROPOSED + Ex. S-7 g ^ -����� EX. OUTDOOR SHOWER 24 50-FT. and Suffolk Counties on Long Island must LOT 133 PROVIDE FLUSH INLET PROTECTION �JU X/� _ 27 S,oF \ \ / 1 8 Z 4 TL. EX. LOT COVERAGE: m contact DigNet,1-800-272-4480 or 811,at least SGTM# IODD-III-12-052 INSTALL PER DETAIL,SEE DWG SP4 6 �,� :: STORM DRAINAGE LEAGHIN6 YS. 14 DECK 6• 2,440 SQ.FT. 48 hours but no more than 10 working days /�1I �y Ir (excluding weekends and legal holidays)prior DWELLING i \D I 8'Rx14'L.D.LP.(SEE DW6 SPI FOR STORM �y 2l•o' 1 ` DRAINA6E GALL. AND STRUCTURE DETAIL / E 120 RS P/O EX. DWLG TO BE REMOVED -60 SQ.FT. to beginning any mechanized digging or PURL IG WATER V6 r 26 k\ •?6 _ gSA excavation work to ensure underground lines DOCK W m �- � �-ar AND REQUIREMENTS) �� \- N�IOy-I�ORIN� PROP. ADDITION BENEATH EX. PORCH ROOF O SQ.FT. X are marked.Excavators and contractors can NO WELLS WITHIN _ \ PROPOSED UNDERGRND �6 �` / o \ EX PROP. I AND 2 STY BLD6 ADDITIONS 1,044 SQ.FT. also submit locate requests online,through 150'OF PROPERTY �� POWER AND COMM. LINES O , F00T PPTh 'L ITIC.If you do not currently use ITIC,please � PROP. RF'D OVR FRONT ENTRY PORCH W/STEPS 54 SQ.FT. � U-I IL call 1-800-524-7603 for more information. 2� INSTALL IN COf`1MON UTILITY TRENCH 0 EX15�IN� X Z ? 1 (SEE TRENCH DETAIL,THI5 DWG) - PROP. REAR DEGK 201 50.FT. For safety reasons,homeowners are strongly i / - \ / ZJ�• PROP. REAR PATIO 571 SQ.FT. encouraged to call as well when planning any LOT 132 � C3o PROP05ED All ON-SITE / �� / NET PROP05EO LOT COVERAGE: 1,622 50.FT. type of digging on their property.Homeowners 1 SANITARY TREATMENT SYS. / / PROPOSED NON-TURF BUFFER O 2 US can contact us directly at 1-800-272-4480 or by PROP05ED FOR ADDITIONAL INFO SEE DWG SP2 D� TL EX. AND PROP05ED LOT COVERA6E: 4 62 50.FT. (11..01%) • W V �. i 10' WIDE 01407 SQ.FTJ TO BE A calling 811,the national call before you dig � � l : number.For excavation work completed on POWER AND GOMMUNICATION r,,i�• FOR SANITARY DETAILS SEE DW6 SP3 b / VE6ETATEV WITH NATIVE PLANTINGS personal property,it is the contractor's TAP POLE FOR CONNECTION TO POWER G+\ I I PROPOSED RETAINING WALL '"n(T� �/ 1 O responsibility NOT the homeowner's to AND COMMUNIGATiON SERVICES,RUN Z ' ^ I ' 'C�"' O = O contact DigNet Having utility lines marked prior UNDER 6ROUND LINES IN COMMON TRENCH V , f' NOT INTENDED TO RETAIN SEWAGE,MINIMUM 20' O /� to digging is free of charge. PER PROVIDER'S REQUIREMENTS I h ` � SEPARATION FROM SANITARY LEACHING COMPONENTS, ��J� NO WELLS WITHIN = SEE ARCHITECT FOR INFO.AND DE516N REQUIREMENT5 ` `Q � 150 OF PROPERTY � m R`� S��EPROP05ED AREA OF D15TURBANGE: C. I V 1 2010 t18;02e Sglt (0.4134 �) LOT 47 �, Naw ` PURCHASED MATERIAL EXCAVATION AND FILL QUANTITIES• nn F Q PROPOSED SITE PLAN ___.x ..•_-r- ` xP, APPROXIMATELY 126 GU.YDS.OF EXCAVATED 501E SHALL BE USED FOR ENGINEER: �P FILLIC-RADIN6 OF PROP05M SANITARY SYSTEM(APART FROM LEAGHIN6 1 VVV COLLARS). PURr,HA5E AN ESTIMATED 156 GU.YD5 OF RATEABLE 501L(SP OR SW BY A5TM ���� 4- / TIMBER d INTEPLOGKIN5 PV(PANEL STANDARDS)FOR THE PURPOSE OF PROVIDING ACCEPTABLE LEACH ING BULKHEAD @ BOTTOM OF BLUFF SOILS FOR BOTH THE PROP05ED SANITARY AND STORM WATER SYSTEMS C �F C �'f- 20 10 0 20 40 60 80 �! �' I" = 20'-0' EL 2C.4' \N / GRAPHIC SCALE ►- '.,�. (- � m \ EL=2(x.1' \� EX.AG urnr 344 00 ��X T EI. 21.1' O.O'0 6RADE ZN a PIP LOCATION Oli PAD Sy.FE - -x \ �4 FNP / OF EXI5TIN6 SANITARY �f✓ - 38 11 \1 \9 Brown loam(OL) �O r3 ° 3 SYSTEM TO BE ABANDONED \ kz --- LOT 9 _ ,p �. �5 FOR MORE INFO SEE DWG 5P2 �� X33' ,\\\ \� F EL.26.6' OS' ROFE S10 / SGThl:I�00 II f3 10 RCW OF o \ ' Brown clayey sand(SG) TEST HOLE / Q 500,OHE /IN6 Er.ELEGYf x _�-? EX 1 Kc,`1 1 - PERFORMED ON: OI-0q-2020 >3I.1c IATEP METED �-- ' ` 3e q' 0 1 `1 EL.23.1 4.0 JEFFREY T. BUTLER P.E. EX a� -` �- tx; R TOP of c , I PERFORMED BY, MCDONALD 6EO561ENGE 20„EFR.' EXISTING 5 4 o BLUFF 1 1' I I Brown Phe Sand NO GROUNDWATER ENCOUNTERED e EL. 10.1 LJT 4g N�$■36 ^'� : t b EX E 13.6' (5P) --I \ EL=3h.T' �_� - GARAGE x� 11/2 STY 1- 36 - 1 � ' 1 1 O 5GTMf4 1000-III-I5-0l GMF O Vv'p L�� EX.GP GF=32.8' ro j, F rn FR DR-6 WUNNEWETA DbJELLIN6 LEGEND: / - 3A 2_ E��' >IN W (ro BE 55' EEL. 10.1' 17.0'_ ��yp1� MODIFIED)EXISTING CONCRETE CaJRH TO BE REMOVED�3 R �= 3.4'GATE PUBLIC WATEP. PROPERTY LINE �X GKS ?� 3 FF=37A' AND ELSE OF DRIVEWAY TO BEx �`- 344' ROAD _ . . _ . . _ . . _ EL 3C 1'PRINCIPLE YD SETBACK SEE TROP.SITE PLAN',0146-7 5>� W i•r _EX.�IyTR�EPV 70 2 1101 3q _ m I I I E-�•d O FIII w , w F w 30.o w / L I FINAL �q �T� (� QR1V PROP SANITARY PIPE -ss ss Ex.WATER EX SEPJ j v��.- ( 1) _ p` I III i 1� }' L (E NETEF.TO y11R / i - DI FROM I DEMOLISHED OBJECT(TBR) ------------ REMAIN g2 0000 �--1 ( �elRTIAL-BUIL�I I c o I I I ~ z 150` W^ / ti�Ei G / f V' \ 32 ' m - PROP.STORM DRAINAGE PIPE -`� - �� wM _`�Rf i f DEMOLITION «242' I I REVIEWED `�� (`() Z Q / cr, s c -/ II •AREA TO BE REMOVED =bo SQ.FT. ' I SEE DECISION C f S t tJ ## ,� ►^-•�� ~ v PER l � / •CELLAR ENTRANCE TO BE REMOVED ' I I F-�■1 < (L LOT 131 PROP U/6 WATER SERVICE H w \ -i v10U9 J 1_ - TM# 1000-III-15-Ov O' -�� 6RP�VDR�W( �--moi 9 0 Dl IELL1f i6 WELL EXISTING WATER MAIN w Q o1 i�----�--FX.DRIVEWAY TO BE F goRKFD � � l � � I _i� W L O L CL --� ` 1 1 DATED /__l_L / W 231 �: / SEE fl20P.SITE PLAN',DWG 5PI ,283' N �' \ EXISTING OVERHEAD UTILITY LINE: - - 2"\ 24'0 CAST IRON COVER FLOGKHART \ � -F LOT 46 I ��' ° 2,.I �- O PROP.U16 E-EGTR16AUCOMMUNICA71ON 3� 0 'n I I Ll1 Q Z O FOUNDRY COMPANY PATTERN NO.6112b SERVICE LINES: E E E v, \ \ I I J OR EQUAL(ADJU5T TO FINISH GRADE) �� (n - EXI5TIN6 CONTOURS - 30 2� I # FINAL � \ / •TO BE REWORKED I STORM DRAINAGE CALCULATION: Q � C DRAINAGE STRUCTURE NOTES, SEPARATION DISTANCE REQUIREMENTS PROP05ED SANITARY SYSTEM: HYIDRO-AGT10N - "' • I. LEACHING POOLS SHALL BE PRECAST LUNG FOR STORMWATER LEAGHIN6 STRUCTURES A/I OWTS r Pr 6' k / /JI _ L z • :,. ' ' > `O GEMENT STRUCTURES A5 MANUFAG1URBt BY Q COVER TO GRADE (JAI N- G II ...........2h....... SEE SPI SAND SP2 I VOLUME=AREA x RAINFALL x COEFFICIENT 0 - AND PIPING(RESIDENTIAL): _.J O / RAINFALL = 2' =0.167' < O b'PIPE DIA.MIN. � t` � SUFFOLK PRECAST INC.OR EQUIVALENT. i. LOMB?BLW 6RAllE `� II �• � - I%MIN.(AS \ '` y1 SHOP DRAWINGS SHALL BE SUBMITTED TO THE HORIZONTAL SEPARATION DISTANCES _ EXPANSION �,,II t0 �8 I E�=21 O1 ' COEFFICIENT OF ROOF PATIO,PECK AND GRAVEL DRIVE = i.0 O RCQD) TOWN ENGINEER FOR APPROVAL. FOR STORM DRAINAGE LEA( POOL5, LEACHING EXISTING UTILITY POLE TO BE REMOVED / I Q-I O O I ✓ - X1e POOL POOL - II PER UTILITY PROVIDERS REQl11REMENTS 0 AREA: PIPE :li - -v I 2. ALL GONG GEMENT USED IN THE PROPERTY LINE=5 MINIMUM / / EXISTING SPOT ELEV. x6 O rz,�! \ IL ;�' MANUFACTURING OF PRECAST STRICT.SHALL BUILDINGS WITH C,FILAR = 10'MINIMUM 1 " I m / \\J�/2�j5 EXISTING 0K-G t PROP. Ist AND 2nd STY BLDG ADDITION5 = 2,b86 50.FT. Z N O HIGH DENSITY k I: t LP EXISTING CONTOUR POLYETHYLENE H?M I DEVELOP A MIN COMPRESSIVE STPB46TH OF BUILDINGS ON SLAB= 5'MINIMUM _ PROP.ROOFED OVER FRONT ENTRY PORCH = 54 SQ.FT. SIZES, n Cy 1 H-20 8 THIN TRAFFIC TO BE REWORK®: Q _ _ \ \ ( 5 1 SARI SAB 4000 PAL IN 28 DAYS. WATER SERVICE LINEA-ATERALS/MAIN5 = 10'MIN. � -24 \ � 2 PROP.REAR DECK = 207 SQ.FT. nD PROP.REAR RA15ED PATIO = 97i 50J FT O •• ROOF LDR CONN= x < 3. ALL DRAINAGE 5TRUGTs 5HALL BE PLACED UNDERGROUND UTILITIES =5'MINIMUM Ci P y Z 6'P MIN Jj�� IN AGGEPTABLE LEACHING SOILS(SP OR SWI, SANITARY SEPTIC,TANK =20'MINIMUM TEST HOLE i NET PROPOSED = 3,526 SOFT. 4' WRAP WITH boz.(MIN) IN TI4E EVENT POOR LEACHING MATERIAL 15 SANITARY LEAGHIN6 POOL=20'MINIMUM YYY EXI5TIN6 CONTOUR: � ( 1 / - X NONWOVEN 6EOTEXTILE ENCOUNTERED,EXCAVATION 15 TO BE PUMP STATION= 20 MINIMUM FINISHED FLOOR ELEV FFL.EL= _6 1 PROP.ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKIN6 AREA- 1)42 SQ.FT. O Q (FILTER FABRIC) CONTINUED TO SUITABLE MATERIAL AND BALK MANHOLE=20'MINIMUM ` �p O -7 FILLED A5 DETAILED. PRIVATE WELLS= 50 MINIMUM GARAGE FLOOR ELEV 6FL.EL. = PROP.CONTOUR: W C�� `` 1`� PROPOSED BUILDING ADDITIONS. PORCH, DEGK AND PATIO AREA: m v ALL WALLSECTIONS 4 4•L15E 15 DIA GORRU6ATED HI6H DENSITY RETAINING WALLS = 10'MINIMUM W T- \ 1 G�V / 3,526 S.F.x 0.167 x 1.0 = 58884 CU.FT. st 3'MIN 1 I' 3'MIN TOPS SHALL BE SET IN POLYETHYLENE(HDPE)HEAVY DUTY PIPE FUEL STORAGE TANKS(BELOW 6ROUND) = 20'MIN E45TING UTILITY POLE `"-, e PHELLIN6 STORAGE VOLUME REQUIRED = 589 GU.FT. N FOR INTERCONNECTION OF ON STORM PUFL1G HATER � U55 I -8'41x14'LIQ.OP.LEAGHIN6 POOL 1 ABED OF MORTAR PROP.SPOT ELEV.: 8.0 STORAGE VOLUME PROVIDED - 591 CUFT. 1 WATER LEACHING POOLS HORIZONTAL SEPARATION DISTANCES FOR STORM � LOT 132 I LOT 47 r , � PAGE. USE b"5DR 35 TO CONNECT DOWN5POUT5 TO DRAINAGE NON-LEAGHIN6 5TRUCTURE5, 1 8 DIAMETER SGT1'2 PROPOSED ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKING AREA: Z - � SELECT 61RAN1LAR SOIL DRAINAGE 5Y5T'EV1 A5 SHOWN. PITGI AT WATER SERVICE LINO-5/LATERALS/MAINS =5'MIN PROPOSED STORM DRAINAGE STRUG111RE5: IOoo-III-12-os 2 ' I \.\N�, � � � m EXCAVATION AND 13ALKFILL WITH ACCEPTABLE BACKFILL FOR PERIPHERY IB'PER FOOT MIN.IN DIRECTION OF UH0ER6ROI UTILITIES = 5'MINIMUM STORMWATER LEACHING POOL �5D \ 6.26 -� PARTIAL SITE PLAN - DEMO 1,142 S.F.x 0.161 x 1.0 = 190.71 GIFT. t LEA( MATERIAI.(5EE NOTE#5) AND BOTTOM�'NW' LEACHING POOLS.PROVIDE BOOT 56 Cj STORAGE VOLUME REQUIRED = ICI GU.FT. w WATER (5E=NOTE#5) CONNECTION TO DOWNSPOUT. VERTICAL SEPARATION DISTANGE5 FOR STORM (SEE DWG.FOR COVER REO MTS) ` / `i P USE: I -8'mxb'LIQ.DP.LEACHING POOL (Y A. HDPE PIPE SPECIFIGATION(AA5HTO M-294) DRAINAGE LINES O OPEN COVER TO GRADE "' STORAGE VOLUME PROVIDED = 253 GUFT. U) STORMWATER LEACHING POOL TYP DTL B. IN5TALL'N HT HDPE SPEC.(A5TM D-2321) WATER SERVICE LINES= 18'MINIMUM t SPI G.WATER TIGHT JOINT TESTING SPEC.(A5TM SANITARY WASTE LINES= IB'MINIMUM SOLID DOVER TO GRADE BL 2b.4' EL=251 Q D-3212) SOLID COVER BELOW GRADE PND 30 15 0 30 60 40 TL CONTAINMENT VOLUME REQUIRED: 780 GU.FT. 1 TL CONTAINMENT VOLUME PROVIDED: 844 C).FT. NOT TO SCALE D.GASKET 5PEOFI6ATION(ASTM F-47) 6RAPHIG 56ALE ( _ �-0 SEE STORM WATER LEAGHIN6 POOL DETAIL,THIS DW6 of 4