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Home My WebLink About1000-26.-1-17.1 OFFICE LOCATION: ®*�,,v SID �®� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 f Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 8317F5-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman,Chair Members of the Zoning Board of Appeals From: Mark Terry,AICP "ssistant Tow-n_PlanningDirector LWRP Coordinator Date July 5,2024 Re: LWRP Coastal Consistency Review for ZBA File Ref 2440 VILLAGE LANE,LLC.#7918 SCTM-1000-26-1-17.1. 2440 VILLAGE LANE, LLC. #7918: Request for Variances from Article XXIII, Section 280-124; Article XXXVI, Section 280-207; and Article XXXVI, Section 208; and the Building Inspector's March 7, 2024, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) less than the code required minimum front yard setback of 35 feet; 2) less than the code required minimum rear yard setback of 35 feet; 3) more than the code permitted maximum lot coverage of 20%; 4) gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area; 5)the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code; located at: 2440 Village Lane, (Adj.to Orient Harbor)Orient,NY. SCTM#1000-26-1-17.1. 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 proposal is recommended as INCONSISTENT with the below LWRP policies. 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. Expanding the residential structure to include more than permissible lot coverage(20 percent permitted and 21.6 percent proposed) does not enhance community character and sets a precedent for lots in the neighborhood and within the community. Further, expanding the floor area to greater than the allowable maximum also does not support this policy. The action is not consistent with this policy. Policy 4. Minimize the loss of life, structures, and natural resources from flooding and erosion. The residential structure is located within FEMA Flood Zones: 1. Flood Zone AE Base Flood EL of 7' with a 1%Annual Chance Flood Hazard The setback distance from the residence to the marine wetland is just 35.5' and will most likely result in flooding and damage and loss to structures due to storm events and tidal surges over time. Structures in these"at risk" areas should be minimized or at least made compliant with construction designed to tolerate flooding. 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: Paul DeChance,Town Attorney �r BOARD MEMBERS ��OF SOUj�o Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O.Box 1179 .� Southold,NY 11971-0959 Patricia Acampora T Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento yC�� +� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD March 8, 2024 Tel. (631)765-1809 Mark Terry,Assistant Town Planning Director RECEIVED LWRP Coordinator Planning Board Office Town of Southold MAR 0:8 2024 Town Hall Annex Southold,NY 11971 Southold Town Planning Board Re: ZBA File Ref. No. # 7918—2440 Village La LLC Dear Mark: We have received an application to construct additions and alterations to an existing single family dwelling. 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 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: � � Encl. Site Plan/Survey: Condon Engineering,P.C. last dated February 12, 2024 Public Hearing Date: July 11, 2024 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. ✓� (� NOTICE OF DISAPPROVAL I U DATE: November 22, 2023 Renewed: March 7, 2024 TO: 2440 Village Ln LLC 115 E 67th St#4B New York, NY 10065 Please take notice that your application dated November 8, 2023: For permit: to construct additions and alterations to an existing single-family dwelling at: Location of property: 2440 Village Lane, Orient, NY County Tax Map No. 1000—Section 26 Block 1 Lot 17.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 12,925 sf(buildable area sf) parcel in a Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet, rear yard setback of 35 feet, and maximum lot coverage of 20%. The site plan shows the construction to have a front yard setback of 5.3 feet. The site plan shows the construction to have a rear yard setback of 32 feet. The site plan shows the lot coverage calculation at 21.6%. Additionally, the new construction is not permitted pursuant Article XXXVI Section 280-207 which states maximum gross floor area shall not exceed the permitted square footage for lots containing up to 10,000 square feet of lot area: permitted 2,100 square feet maximum. The provided calculations project a total gross floor area of 2,820.6 sf, where 2,1000 sf is permitted (Exceeding the permitted maximum by 720.6 sf). Additionally, the new construction is not permitted pursuant Article XXXVI Section 280-208 Pyramid Law, which states any building or structure on any R-40 zone district must be within the sky plane. The submitted sky plane diagram shows the structure extending outside of the sky plane. =d IA Lastly the proposed construction on this nonconforming lot in the Residential R-40 District, is not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission approval. jj A t orized Signature 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., CC:file, Historic Preservation Commission APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. 2440 Street Village Lane Hamlet Orient SCTM 1000 Section: 26 Block: 1 Lot(s)17.1 Lot Size: 12,925 sf Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 11/22/23 BASED ON SURVEY/SITE PLAN DATED 10/30/23 Owner(s)• 2440 Village Lane LLC Mailing Address: 115 East 67th Street,Apt.413, New York, NY 10065 Telephone:646-831-2156 Fax: Email: mollymcnairy@gmail.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 Telephone: 631-283-6360 Fax: 631-283-6136 —Einail:rherrmann@enconsultants.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (./)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 10/30/23 and DENIED AN APPLICATION DATED 11/07/23 FOR: (�)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.Do not quote the code.) Article: XXIII /XXXVI Section: 280 / 280 Subsection: 124 /207&208 Type of Appeal. An Appeal is made for: (V)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 ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal( )has, (X)has not been made at any time with respect to this propertV, UNDER Appeal No(s). Year(s). (Please be sure to research before completing this question or call our office for assistance) Page 2, Area Variance Application Revised 6/2023 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 amount of relief requested is not substantial because: ee-attached-addendu 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 IV)No Why: See attached addendum. • Are there any Covenants or Restrictions concerning this land? {V/} No { }Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE C LIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Robert E. Herrmann Signa re plicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this 26th day of February 92024 Notary Public c REASONS FOR APPEAL 2440 VILLAGE LANE LLC 2440 VILLAGE LANE ORIENT,NY SCTM#1000-26-1-17.1 1. Before evaluating how the granting of the requested area variances might impact neighborhood character, it is important to first understand how minimally the proposed renovations would change the character of the subject property and zoning compliance of the existing home. The project contains three basic elements: 1)replacing the existing storage attic over the attached garage on the north side of the house with a taller, 2°d floor bedroom addition in the same footprint; 2) laterally extending the existing roofed-over porch on the waterside of the house by removing a slightly larger section of existing 1 st floor living space; and 3) constructing a roof terrace over the remaining first floor on the waterside of the house. Although these renovations require front setback, rear setback, and lot coverage relief,they in fact create no changes to the preexisting nonconforming setbacks or percent lot coverage. And though the proposed 2°d floor addition requires sky plane relief, the portion of new roof situated outside the sky plane remains within the limits of the existing roof's preexisting nonconforming sky plane. The project would result in an increase to the preexisting nonconforming gross floor area(GFA), but the increase results not from a significant change in the character of the existing home, as might an increased dwelling footprint or introduction of a second story where none currently exists, for example, but from t e expansion oft eh-existing second flo-or. Thus, aside from the expansion of the existing second floor, the proposed renovations would do little to change the character of the property or the existing zoning compliance, size, style, nature, or overall character of the existing dwelling. As most narrowly defined,the immediately surrounding neighborhood consists of seven developed properties along a historically developed Orient Harbor shoreline on the west side of Village Lane, one of which contains two dwellings. All seven properties are less than 20,000 sf in area, with shallow lot depths between the road and the harbor, and most were developed prior to the adoption of current zoning codes. As a result, they are characterized by homes with various preexisting nonconforming setbacks, lot coverage, GFA and sky planes. At least one was developed, and several others were renovated, more recently with additions and alterations pursuant to variance relief granted by the Board, as described further below in the context of each requested variance. Relief to maintain the preexisting 32-ft rear setback is needed to replace a 9' x 6' section of first floor living space on the waterside of the house with a slightly smaller, 7.7' x 6' extension of the existing roofed-over porch and add a roof terrace over the remaining 9' x 16' first floor. Several of the surrounding waterfront properties have similarly nonconforming rear setbacks,and similar relief was granted at 2360 Village Lane, the adjacent property to the north, for a deck addition with a 22- ft rear setback in 2004 (Case 5436); and at 2760 Village Lane for a welling addition with a 26-ft rear setback in 2007 (Case 6078). Robe t E. rmann Sworn to before me this 26' day of February,2024 KIM N . STEPHENS NOTARY PUBLIC STATE OF NEW YORK 4otaublic f COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20:7�5 11Page Relief to maintain the preexisting 5.3-ft front setback from Village Lane is needed for the expansion of the 2°d floor in place of the existing storage attic over the attached garage. Based on available Town records, all of the waterfront properties along Village Lane have front setbacks less than half of the required 35 feet and an average front setback of approximately 9.25 feet. Dwellings at 2220 and 2300 Village Lane have front setbacks of 5 and 0 feet,respectively, and 2360 Village Lane,the adjacent property to the north, has a 9.3-ft front setback. Relief was granted at 2760 Village Lane in the above referenced case for a 16-ft front setback; and 2660 Village Lane, the adjacent property to the south, was developed in 1986 pursuant to relief for a 15-ft front setback (Case 3533). Because the proposed renovations would not create a new area of lot coverage nonconformance where none existed before—and the preexisting 2,125 sf or 21.6% lot coverage would actually decrease by 8 sf as a result of the proposed swap of living space for porch—there does not appear to be an increase in the degree of preexisting lot coverage nonconformance based on the Board's interpretations in Walz(Case 5039). It is therefore unclear why the Building Department determined lot coverage relief is required. Nevertheless, like the lot line setbacks discussed above, there is no increase to the preexisting lot coverage percentage, and other waterfront properties along Village Lane have similarly nonconforming lot coverage. For example, in the above referenced Case 5436 at 2360 Village Lane, the adjacent property to the north,the Board granted additional relief for the proposed additions to increase lot coverage to 23.2 percent. Sky plane relief relative to the east/front line is needed for the 2nd floor addition in place of the existing storage attic over the attached garage on the north side of the house. However,the need for relief is not the result of an unusually tall building height but rather a function of the minimal setback from Village Lane. Specifically, though the new 2°d floor roofline would be 64" taller than the existing attic roofline, its 21.5-ft building height would remain 1.7 feet lower than the roof line of the existing 2nd floor and 13.5 feet lower than the maximum 35-ft building height allowed by code. Moreover, the proposed sky plane intrusion lies within the limits of the existing roofline's preexisting nonconforming sky plane (see enclosed sky plane diagrams). Therefore, the expanded 2nd floor would not increase the building height or sky plane intrusion of the existing dwelling, as each would increase to a lesser degree than the existing and only over the most northerly portion of the house. Due to the recent adoption of the sky plane limitations approximately 14 months ago, there are no prior variances for sky plane relief in the immediately surrounding neighborhood. However, with the exception of one of the two dwellings located at 2220 Village Lane, all of the waterfront homes on Village Lane have two stories, and based on their proximity to Village Lane and/or side lot lines, portions of most appear to extend outside the allowable sky plane. It is also worth noting that there is no dwelling located directly opposite the applicant's dwelling on the opposing property on the east side of Village Lane (see enclosed photos). The opposing home to the north would retain its existing waterview to the north of the applicant's, and the opposing home to the south would retain its existing waterview to the south of the ap cant's. Robert ann Sworn to before me this 26d' day of February, 2024 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW Y 0 R K C-eN a blic COMMISSION N0 . 5015931 QUALIFIED IN SUFF0LK C0U:.NTY EXPIRES AUGUST 2 . 20 2lPage Relief is needed to increase the existing dwelling's preexisting nonconforming GFA of 2,345.4 sf by 475.2 sf to 2,820.6 sf, which is 720.6 sf more than the 2,100 sf allowed for a parcel having less than 10,000 sf of buildable land area. In addition to the general difficulty of calculating the gross floor area of other homes in the neighborhood without access to Town-recognized GFA calculations for those homes (there are no Board actions or Building Permits showing GFA calculations for homes on Village Lane since the adoption of the GFA regulations),the significant variability in the size of the waterfront parcels along Village Lane makes a fair and reasonable comparison of the subject home's GFA to its neighbors particularly challenging. For example, the total area of the applicant's parcel is only slightly more than the combined area of the next three parcels to the north; and the lot widths of all four parcels to the north range from 87 to as little as 40 feet. Because the applicant's property consists of a former potential building lot, which is maintained as the only significant open space on the west side of Village Lane,its 205-foot width makes it by far the widest waterfront parcel along the road. Therefore, available Town records were used to estimate the approximate GFA of the homes on the two most comparably wide properties to the south,2660(110 feet)and 2760 Village Lane(138 feet). The GFA of the adjacent home at 2660 Village Lane appears to be close to 2,600 sf, and the GFA of the home located two properties to the south at 2760 Village Lane appears to exceed 2,900 sf, both in excess of the allowable 2,100 square feet. In comparison, the preexisting GFA of the applicant's home is 2,345 sf with a proposed 475 sf increase to 2,820 sf, slightly more than the apparent average of those two homes. And as noted above, the increase in GFA results not from a renovation that significant y c anges t e c aracter o e existing ome, as might an increased dwelling footprint or introduction of a second story where none currently exists, for example, but from the expansion of the existing second floor. Because the proposed renovations would therefore create little to no change in character of the subject property or existing home; and because granting of the requested relief would be consistent with similar, previously granted relief and/or result in conditions characteristic of the surrounding homes, particularly those located on the most comparably sized parcels, the renovations would not create an undesirable change to the character of the neighborhood or a detriment to nearby properties. 2. The applicant wishes to expand the existing 2nd floor of an existing dwelling, which currently has 2 designated bedrooms and a sun porch that can serve as a makeshift bedroom on the first floor, for the purpose of adding a master bedroom with views of Orient Harbor. They also wish to remove existing 1st floor living space on the waterside of the house in order to extend the existing roofed- over porch, which would restore the porch to its original location on the house. But due to the size and configuration of the subject property and the location of the existing home, it is not possible to add a bedroom or any other space to any part of the dwelling without variance relief. Specifically, the existing dwelling has a preexisting nonconforming 32-ft rear setback where 35 feet is required; Robert E.Vrrmann Sworn to before me this 26't' day of February,2024 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW Y 0 R K ota ublic COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 201-6 31Paae a preexisting nonconforming 5.3-ft front setback where 35 feet is required; preexisting nonconforming lot coverage of 21.6% where 20 percent is allowed; preexisting nonconforming GFA of 2,245.4 sf where 2,100 sf is allowed; and a preexisting nonconforming sky plane. The property is also constrained to its west by the tidal waters and wetlands Coastal Erosion Hazard Area associated with Orient Harbor. Despite the number of consequently required variances, however,the proposal to locate the bedroom in place of the existing attic over the garage is the least impactful means of expansion when compared to an increase in the footprint of the dwelling, for example, which would quantitatively increase preexisting nonconformities rather than maintain them. It is of course impossible to add the bedroom space without increasing the preexisting nonconforming GFA. 3. The rear setback relief requested for the extended porch and terrace on the waterside of the house is not mathematically substantial or substantial in fact. The preexisting 32-ft setback will be maintained to the proposed porch extension, which replaces a slightly larger section of existing livable space, and the 3 feet of relief represents only 8.5% of the required 35-ft setback. The front setback relief requested for the 2"d floor addition is mathematically substantial,as the 29.7 feet of relief represents 84.9% of the required 35-ft setback. However, the relief is reasonable and not substantial in fact because the preexisting 5.3-ft setback will remain unchanged and is only a few feet less than the average front setback of all the homes along the west side of Village Lane. The requested lot coverage relief is not mathematically substantial or substantial in fact. The preexisting lot coverage of 21.6% will remain unchanged, with a 54 sf decrease in building area, and the 1.6%excess lot coverage represents only 8%of relief from the allowable 20%lot coverage. . And as noted above, it is not clear that lot coverage relief should even be required since there is no new area of lot coverage nonconformance where none existed before. Given that the expanded 2"d floor's sky plane intrusion will lie within the preexisting sky plane of the existing 2"d floor roof line, and portions of most of the waterfront homes along Village Lane appear to extend outside the allowable sky plane, the requested sky plane relief needed to expand the existing 2"d floor is reasonable and insubstantial. The relief requested to increase the preexisting GFA is mathematically substantial, as the 720.6 sf of relief represents 34.3% of the allowable 2,100 square feet of GFA. However, the relief is reasonable and not substantial in fact when considering that the proposed increase of 475 sf represents only a 20% increase to the preexisting GFA; and the finished GFA of 2,820.6 sf is only slightly more than the estimated average GFA of the homes on the two properties to the south,which are the only waterfront parcels along Village Lane reasonably comparable to the subject property. Due to the recent adoption of the GFA regulations there are no prior and actions on GFA relief in the immediate neighborhood, but the Board did recently grant GFA e 'ef for at least one similarly Robert E. ann Sworn to before me this 26'' day of February,2024 KIM H . STEPHENS NOTARY PUBLIC oary ublic STATE OF NEW YORK COMMISSION N0 . 5015931 0,1ALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 7. L�Z5- 4 1 P a g e situated property at 1200 Leeton Drive in Southold (case 7809, October 20, 2023), i.e., one with a similarly shallow lot depth between the road and Long Island Sound and less buildable land. There the Board granted relief to allow for an increase in dwelling footprint and a nonconforming 3`d floor living space located partially within the Coastal Erosion Hazard Area(compared to the applicant's 2nd floor living space within the existing footprint located outside the Coastal Erosion Hazard Area), which increased GFA to 3,066 sf, i.e., an excess of 966 sf or 46%more than the allowable 2,100 sf (compared to the applicant's excess of 720.6 sf or 34.2% more than the allowable 2,100 sf). Cumulatively, the requested relief is not substantial, as aside from the 20% increase to preexisting GFA associated with the expansion of the existing second floor, none of the variances would quantitatively increase the preexisting nonconformities for which relief is required. 4. The proposed renovations were designed specifically to minimize construction and avoid increasing the property's structural footprint. In fact, while the preexisting lot coverage percentage will thus remain unchanged, the building area will actually decrease by 8 sf as a result of the replacement of 1" floor living space with a porch extension having a slightly smaller footprint. The alterations do not constitute a"substantial renovation" such that the existing dwelling would need to be raised in elevation, and the proposed additional 2nd floor living space would of course be elevated well above the flood zone. All of the proposed work will also be located outside the Coastal Erosion Hazard Area and landward of a concrete seawall. Therefore, the proposed renovations would not encroach �n existingetland�etbacks-or increaseood and erosion risks The project would create net improvements to groundwater and surface water quality through improved septic treatment resulting from the replacement of the existing conventional septic system with a new low-nitrogen, I/A sanitary system located farther from the surface waters of Orient Harbor. Unlike conventional systems, which 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. A new stormwater drainage system would also be installed to collect and recharge roof runoff,thus mitigating the volume of potential runoff from both the existing and renovated dwelling structure. Additionally, a project limiting fence would be installed to contain site disturbance and potential surface runoff during construction, and the existing naturally vegetated areas located seaward of the existing concrete seawall would remain. For these reasons,granting of the requested variance relief needed for the proposed dwelling renovations will not have adverse impacts on the physical and environmental conditions of the property or surrounding neighborhood. 5. The difficulty creating the need for the requested setback and lot coverage relief is arguably self- created because the applicants may be reasonably presumed to have had actual or constructive knowledge of the zoning code requirements at the time they purchased the property. The difficulty creating the need for the requested sky plane and GFA relief is not self-created because the code amendments creating those limitations were not adopted until 2 years after the applicants purchased the property. Even if it is determined that the difficulty associated with any of the requested variances is self-created, Chapter 62, Article 16, Section 267-b(3 b) of the Consolidated Laws of New York sets forth that a self-created difficulty "shall not neces� ily preclude the granting of an area variance." Sworn to before me this 26' Robert E. ITerrmann day of February,2024 n 4<2�rl KIM H . STEPHENS AA NOTARY PUBLIC oa is STATE OF NEW YORK COMMISSION No , 5015931 DUAL IFIED IN SUF FOLK COUNTY 5 1 P a g e EXPIRES AUGUST 2 , 20-1-5 ' ;: Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION APPLICANT:2440 Village Lane LLC SCTM No. 1000-26-1-17.1 1. For Demolition of Existing Building Areas Please describe areas being removed:Existing 24.4'x 27.4'2nd floor storage attic over attached garage; 9'x 6' portion of existing 1 st floor living space. II. New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 7.7'x 6'extension of roofed-over porch in place of 9'x 6' 1 st floor living space Dimensions of new second floor: 24.4'x 27.4'2nd floor expansion in place of existing storage attic Dimensions of floor above second level: N/A Height(from existing natural grade): 21.5 ft Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: No 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: See attached project description. Number of Floors and Changes WITH Alterations: IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 2,125 sf Proposed increase of building coverage: -8 sf (proposed=2,117 sf) Square footage of your lot: 12,925 sf(9,816 sf buildable land) Percentage of coverage of your lot by building area(lot coverage) 21.6% Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280,Section 280-207 of the Town Code): 2,345.4 (existing);2,820.6 (proposed) For Residential lots,is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): No(East lot line sky plane intrusion, existing and proposed.) V.Purpose of New Construction: Addition of master bedroom on 2nd floor in place of existing storage attic; and extension of existing waterside roofed-over porch in place of existing 1 st floor living space. VI. Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: The land contours are flat and do not themselves impact the need for relief. However, both the depth of the property(and thus the a l l y to meet required setbacks and sky plane)and the buildable land area(and thus the abiliFy-fo—m—e-eT-1-ot coverage r 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. &sky plane)and the buildable alnd area(and thus the ability to meet lot coverage&GFA requirements 2440 VILLAGE LANE LLC 2440 VILLAGE LANE ORIENT,NY SCTM#1000-26-1-17.1 Variance relief is requested from Section 280-124, Section 280-207, and Section 280-208 for a 24.4'x 27.4'expansion of an existing 2nd floor in place of(and within the same footprint as)existing storage attic over attached garage, a 7.7'x 6' extension of existing roofed-over porch in place of existing 9'x 6' portion of existing 1st floor to be removed, and a 9.P x 15.8'roof terrace over existing 1st floor; replacement of an existing conventional septic system with a new I/A sanitary system; and installation of a stormwater drainage system, all as depicted on the site plan prepared by Condon Engineering,P.C., last dated February 12, 2024. e Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises currently listed on the real estate market for sale? Yes X No B. Are there any proposals to change or alter land contours? X No Yes, please explain on separate sheet. 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(concrete seawall) 4.) If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? No Please confirm status of your inquiry or application with the Board of Trustees: Wetlands Permit application to be submitted upon receipt of ZBA determination. If issued, please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? Yes E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property? No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. Z ss6,Z17318,Z-34388 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 and identify the Suffolk County Tax Map No. I. Please list present use or operations conducted at your property,and/or the proposed use Existing:Residential,2-story single family dwelling with attached garage and roofed-over porch;Proposed:same J. (exampl . isting single family,proposed:same with garage,pool or other) with expanded 2nd floor,extended porch in place of 1 st floor living space,and roof terrace over existing first floor. February 26,2024 Authorized 'gna a Robert E.Herrmann Date FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERKS OFFICE SOUTHOLD, N. V. CERTIFICATE OF OCCUPANCY No. ........ ...�i96 Date ...... uxt� 7........... 19...�.�.Q ...... ......................... ............ THIS CERTIFIES that the, building located at ..w/s..Bay..'`.Z.ven.0 !...or!.ent!A 7'Street Map No. ........................ Block No. ........................ Lot No. .................................................................. con Forms substantially to the Application for Building Permit heretofore filed in this office dated NvvemtJe r6 . 19 .�!, pursuant to which Building Permit No. dated �� .. .......... 19..� .,wa-s issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ................ PRIVAW. ONE K,AMILY DWELLING .................................................................................................................................................................. This certificate is issued to .... �: ��10 u. offel,, o'w13er . .. . (ownex, lessee or tenant) of the aforesaid- building. ......................... .1M.:.. l....................................... Building Inspector r FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z17318 Date SEPT. 19, 1988 THIS CERTIFIES that the building ALTERATION Location of Property 2440 VILLAGE LANE ORIENT House No. Street Hamlet County Tax Map No. 1000 Section 026 Block 01 Lot 16.1 Subdivision XX Filed Map No. XX Lot No. XX conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 19, 1986 pursuant to which Building Permit No. 14930Z dated JUNE 3, 1986 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 ALTER EXISTING ONE FAMILY DWELLING. The certificate is issued to PIERRE GAZARIAN (owner, } of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL_ N/A UNDERWRITERS CERTIFICATE NO.. N853567 FEB. 16, 1988 PLUMBERS CERTIFICATION DATED KING PLUMBING & HEATING 9/19/88 . B ilding 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-34388 Date: 06/04/10 THIS CERTIFIES that the building ALTERATIONS Location of Property: 2440 VILLAGE LA ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 26 Block 1 Lot 16.1 -.w:ivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 14, 2009 pursuant to which Building Permit No. 34989-Z dated SEPTEMBER 14, 2009 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 DECK ADDITION AND INTERIOR ALTERATIONS TO AN EXISTING HISTORICAL ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN & SARAH HENRY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO- N 532404 08/03/00 PLUMBERS CERTIFICATION DATED 06/02/10 KING PLUMBING Auth ized Signature Rev. 1/81 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: 2440 Village Lane LLC 2. Address of Applicant: 115 East 67th Street,Apt. 413, New York, NY 10065 3. Name of Land Owner(if other than Applicant):same as above 4. Address of Land Owner:same as above 5. Description of Proposed Project:See attached project description. 6. Location of Property: (Road and Tax map Number) 2440 Village Lane, Orient SCTM 000-26-1-17.1 Is the parcel within 500 o a arm opera ion: YesNo 8. Is this parcel actively farmed? { } Yes {x} 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 this age if there are additional property owners) 2 26 /2024 Signature of Appl bert 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. 1 1 2440 VILLAGE LANE LLC 2440 VILLAGE LANE ORIENT,NY SCTM#1000-26-1-17.1 Variance relief is requested from Section 280-124, Section 280-207, and Section 280-208 for a 24.4'x 27.4'expansion of an existing 2nd floor in place of(and within the same footprint as)existing storage attic over attached garage, a 7.7'x 6'extension of existing roofed-over porch in place of existing 9'x 6' portion of existing 1 st floor to be removed, and a 9.1'x 15.8'roof terrace over existing 1st floor; replacement of an existing conventional septic system with a new I/A sanitary system; and installation of a stormwater drainage system, all as depicted on the site plan prepared by Condon Engineering, P.C., last dated February 12,2024. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-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 1 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 1 -Project and Sponsor Information Name of Action or Project: 2440 Village Lane Residence Project Location(describe,and attach a location map): 2440 Village Lane, Orient; SCTM#1000-26-1-17.1; locatedon west side of Village Lane, +/-70'south of Willow Street. Brief Description of Proposed Action: Variance relief is requested from Section 280-124, Section 280-207, and Section 280-208 for a 24.4'x 27.4'expansion of an existing 2nd floor in place of(and within the same footprint as)existing storage attic over attached garage, a 7.7'x 6'extension of existing roofed-over porch in place of existing 9'x 6'portion of existing 1st floor to be removed,and a 9.1'x 15.8'roof terrace over existing 1st floor; replacement of an existing conventional septic system with a new I/A sanitary system; and installation of a stormwater drainage system, all as depicted on the site plan prepared by Condon Engineering, P.C., last dated February 12, 2024. Name of Applicant or Sponsor: Telephone: 646-831-2156 2440 Village Lane LLC E-Mail: mollymcnairy@gmail.com Address: 115 East 67th Street, Apt. 413 City/PO: State: Zip Code: New York NY 10065 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 V 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: Town of Southold, Suffolk County Department of Health Services 3.a.Total acreage of the site of the proposed action? 12,925 sf ;;tic b.Total acreage to be physically disturbed? +/-8,000 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 12,925 sf gRx 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial 10 Residential(suburban) ❑Forest ❑Agriculture 9 Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 r � 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? V 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 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: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? V 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: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: J 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? V b.Is the proposed action located in an archeological sensitive area? 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? V b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? 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 0 Wetland ❑Urban 19 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? ✓ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO 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 r 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: 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: 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: I AFFIRM THAT THE INFO TION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsbr name: Roe H rmann, Coastal Management Specialist Date: February 26, 2024 Signature: NJ 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 1 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 1. 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 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 3. 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. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 ,v • R C1 U Suffolk Co. 72 f,5• T3 72";30• U3 7z•®46- V3 72®no' W3 FOB 1 i TerryiPt CemMoo 1 � _ PS a ' Cam p East Marion c4 x 3r ? Orient Par h s •... -• i -i .o SHIPPERS Central op mffi W =Cam � xl�l® J oRC o 2 Z p0 F B ..% Orienr� ® e o v eoOh YC-v 7-� Soci Y M us. vim �P SoEpN p� 09 49 �P\t� /' Site(Acce5 Via G Subject property) ---► `"s� ' I o EA$ PL mo l p 25 PS Suffolk County Hagstrom Map#49 I o 90 9 1' =+2,000' 1 I G 1 i \ y gyp\ 3 NORTp �sr Oc o r -j (-- � J1 I Ll i I I j .\�r• �_.__._ 1.� I tf • ,.. _ i .�� 1 Long Beach Cleves Pt ( �' \ Pt �2 !1 0 LH .r. .1 Board of Zonink Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) Margaret McNairy,Managing Member I 2440 Village Lane LLC, residing at 115 E.67th St.,#413 (Print property owner's name) (Mailing Address) New York,NY 10065 do hereby authorize (Agent) En-Consultants to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signatuter Margaret McNairy,Managing Member,2440 Village Lane LLC (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. Margaret McNairy,Managing Member YOUR NAME : 2440 Village Lane LLC (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 owner hip-of-(or-employment)y)-a-corpor-ation-in-which-the-town-officer--or-employEe-owns-more_thanS%of thr 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 1 Z day of ' 1 �^ ,2oa Signature Print Name Margaret McNairy,Managing Membe 22 0 V' age Lane LLC AGENUREPRESENTATIVE 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 Isor 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 'nterest"-means-a-busitress,including"artners 'hip;in--which-the-town-offceror-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 126tjhajof��February �20 24 Signature Print Name Robert E.Herrmann t T Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS l, 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 significant 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 o -avaflabte-in thefol-lawing-place"nline-at the--T-own-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# 26 - I - 17.1 PROJECT NAME 2440 Village Lane Residence 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: Variance relief is requested from Section 280-124, Section 280-207,and Section 280-208 for a 24.4'x 27.4'expansion of an existing 2nd floor in place of(and within the same footprint as)existing storage attic over attached garage,a 7.7'x 6'extension of existing roofed-over porch in place of existing 9'x 6'portion of existing 1 st floor to be removed,and a 9.1'x 15.8'roof terrace over existing 1 st floor;replacement of an existing conventional septic system with a new I/A sanitary system;and installation of a stormwater drainage system,all as depicted on the site plan prepared by Condon Engineering,P.C., last dated February 12,2024. r � Location of action: 2440 Village Lane,Orient Site acreage: 12,925 sf Present land use: Residential,two-story,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: 2440 Village Lane LLC (b) Mailing address: 115 East 67th Street,Apt.413 New York,NY 10065 (c) Telephone number: Area Code 646-831-2156 ppk-eation-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? NYSDEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ® Yes ❑ No ❑ Not Applicable r ` Aside from the expansion of the existing second floor,the architectural design of which will remain consistent with that of the existing dwelling,the proposed renovations would do little to change the character of the property or the existing zoning compliance,size,style, nature,or overall character of the existing dwelling. 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 proposed renovations were designed specifically to minimize construction and avoid increasing the property's structural footprint. In fact,while the preexisting lot coverage percentage will thus remain unchanged,the building area will actually decrease by 8 sf as a result of the replacement of 1st floor living space with a porch extension having a slightly smaller footprint. The alterations do not constitute a"substantial renovation"such that the existing dwelling would need to be raised in elevation,and the proposed additional 2nd floor living space would of course be elevated well above the flood zone. All of the proposed work will also be located outside the Coastal Erosion Hazard Area and landward of a concrete seawall. Therefore, consistent with Policy 4,the proposed renovations would not increase flood and erosion risks. 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 The project is consistent with the Policy 5 goals of protecting and improving water quality,in part because it would result in net improvements to groundwater and surface water quality through improved septic treatment resulting from the replacement of the existing conventional septic system with a new low-nitrogen,I/A sanitary system located farther from the surface waters of Orient Harbor. Unlike conventional systems,which 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. Additionally,a new stormwater drainage system would be installed to collect and recharge roof runoff,thus mitigating the volume of potential runoff from both the existing and renovated dwelling structure 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 Aside from a slight decrease in the footprint of the habitable dwelling,there will be no change in the structural footprint of the property,and the proposed renovations would not encroach on existing wetland setbacks.The project would result in net improvements to groundwater and surface water quality through improved septic treatment resulting from the replacement of the existing conventional septic system with a new low-nitrogen,UA sanitary system located farther from the surface waters of Orient Harbor. Unlike conventional systems,which are not designed or equipped to treat nutrients such as nitrogen,UA systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. A new stormwater drainage system would also be installed to collect and recharge roof runoff,thus mitigating the volume of potential runoff from both the existing and renovated dwelling structure. Aditionally,a project limiting fence would be installed to contain site disturbance and potential surface runoff during construction,and the existing naturally vegetated areas located seaward of the existing concrete seawall would remain.The project is therefore consistent with the Policy 5 goals of protecting and restoring the quality and function of the adjacent ecosystem. 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-beets 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. ❑Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATEFebruary 26,2024 Robert E. eri Amended on 811105 2440 VILLAGE LANE LLC,2440 VILLAGE LANE .ORIENT { fit•,.-, ■ a 'v Ion y Of 00 A Figure 1. Aerial view of subject property(highlighted)and the 6 other developed waterfront properties along the west side of Village Lane. Image by Suffolk County GIS Viewer. o � 441 Ong ■onoCP �`}- � wL`� . �,��i►IIIIIIIIIIIII{II{i!{ Figure 2. Looking southwest from Village Lane at front of subject dwelling and location of proposed 2ndJloor expansion in place of existing storage attic over attached garage. 2440 VILLAGE LANE LLC,2440 VILLAGE LANE,ORIENT l L y -01 r'. Figure 3. Looking east from Orient Harbor at rear of subject dwelling and locations of proposed 2nd floor expansion; porch extension in place of portion of existing first floor;and roof terrace over existing first floor. 1 t ,) I I r J w4 Figure 4. Looking southeast at watersides of'dwellings located on 2 adjacent properties to south of subject property, including 2660 Village Lane(left)and 2760 Village Lane(right). 2440 VILLAGE LANE LLC,2440 VILLAGE LANE , ORIENT f - I' s- Figure S. Looking northwest from Village Lane at front of dwelling on adjacent property to south of subject property (2660 Village Lane). 4a r f Figure 6. Looking south west from Village Lane at front of dwelling on property located two to south of subject property(2760 Village Lane). 2440 VILLAGE LANE LLC,2440 VILLAGE LANE ,ORIENT 1 �. Figure 7. Looking west from Village Lane at fronts of dwellings located on 2 adjacent properties to north of subject property, including 2360 Village Lane(left)and 2300 Village Lane(right). Alll !llllllllllh� � ANOW ' - _%rim` � � �._ �+"k • Figure 8. Looking northeast front Orient Harbor at watersides of dwellings located on 2 adjacent properties to north of subject property,including 2360 Village Lane(right)and 2300 Village Lane(left). 2440 VILLAGE LANE LLC,2440 VILLAGE LANE ,ORIENT 71. - --_ - t .Jt TT Figure 9. Looking west from Village Lane at fronts of dwellings located 2 and 3 properties to north of subject property, including 2300 Village Lane(left)and 2220 Village Lane(right,southerly of 2 dwellings at 2220 Village Lane). ,z N E,� f u Figure 10. Looking west from Village Lane at fronts of dwellings located 3 and 4 properties to north of subject property, including 2220 Village Lane(left,northerly of 2 dwellings at 2220 Village Lane)and 2190 Village Lane(right). SCTM # "I TOWN OF SOUTHOLD PROPERTY RECOR D CA� OWNER STREET 44-C) VILLAGE I DISTF SUB LOT ACR. REMARKS TYPE OF BLD. A 1-1e�rakx--1 A-c, PROP. CLASS LAND IMP. TOTAL DATE 11roc>o ro FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL TOWN ';OF ' SOUTHOLD PROPERTY REC� I)-I a.RlZ �- O STREET ; ,, VILLAGE IDIST. SUB. LOT: FORMER OWN�R N ACR. J E r G�t�4 LtV� �t ,., W W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. Mt.__ CSC. Mkt. Value LAND IMP. TOTAL DATE REMARKS H ! .1 f'Zl:` _ _ � �i fit. t: �p= •� 1 / %, �.1' 'f�5' /� _ Lw o 0� 700 60,400 Z z Kr z eld1-7fq, � ' 3 GI � I z� B I t ING 9ONDITI V 7 NEW OR ELO-7 1ABOVE FARM Acre Va ue Per Value Acre 110 SLA 3 LA?q -y'C(��ELC.—� � 7 20?1 `� �a-c • " t Tillable 1Iacp�t�- Tillable 2 �� 1 r��-�^��#ca��1..R\��L��,-,� l-e•1��e�-� � �.C<no.--`� '' ��s� �7� Tillable 3 Woodland �< 3 Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD . House Plot DEPTH > ,, = BULKHEAD Total DOCK COLOR — 7 TRIM _ � �,r:;� -fc9ekf�rf�•rs�P{( �, f ej49E+��M; Ilk 4 W. 't 26:1-16.1 10/07 - M. Bldg. Fo /dation d Bath Dinette Extension ` �'� �! 57 Basement Floors K. / Extension -v _ �" i3 Walls s J5 Interior Finish , � LR. — Extension Fire Place --- Heat 4, F DR. Type Roof �� ' - Rooms 1st Floor � , Porch Recreation Roorr Rooms 2nd Floo dq? FIN. B. p Porch D D. mer Breezeway. Driveway Garage y .� �. _ J'a_ ' ^/ 'p "7"• ",; Patio yC� Total 14 1-11 `, ".� � - TOWN OF SOUTHOLD PROPERTY RL_ 1mvL lmwlgmwo- D► ' OWNER STREET f - VILLAGE DIST. SUB. LOT .,> r�l I FORMER OVyt4ER N 4 E qCR ',,6,e,—cfd ba t e- o vil—L W TYPE OF BUILDING RES. SEAS. VL. � , FARM COMM CB. yu�ISC� Mkt. Value LAND IMP. TOTAL i DATE REMARKS (./ 0 V ice`F_'doe 0 (0& 4'0 4.J f'w�v''i F.T!'^t o_ ".i.) Q5 ,.,. ?-,' f'c� 11 1 t - 6,' 1l 74 Y' iflr i t y jf 6 f f''! tY JF a 11)1P�� '!1 s �. f f} '$ @{ j7__`�' , ?m -t� �` �__Y'Y ?}'f7i le,rctt�t��1 -ciC� �5%'7" J AGE BUILDING CONDITION I/9 7 _L �,1� �_ Me � Aepne l [/ 16 NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable+ 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER I ; Brushland FRONTAGE ON ROAD ' p House Plot DEPTH Jy BULKHEAD Total TDOCK t o 1 } - - r`( €) it W _ �. �-----� l Dab•- ��, �� P - !_� � COLOR — 5K - TRIM - — — - -. M. Bldg. Foundation Bath Dinette Extension Basement Floors K. Extension Ext. Walls Interior Finish LR. Extension Fire Place Heat DR. Type Roof Rooms 1st Floor BR. i Porch Recreation Room Rooms 2nd Floo FIN. B. Porch Dormer B reezeway Driveway Garage Patio — -- — Totol X '.� t 1 Revisions' 06-13-97 04-01-99 _ 03-21-01 �.N35r seb +g I�``—Isc 6 `' 8 MATCH ' 12-17-03 08-9-0 ' + 3 FOR-PCL NO. �y y? 8 Lr z ,\ SEE SEC!NO. 06-22-04 04.25-05 03-01-07 �\f f Sj' s �„'1 `\ i N \ 1 025.0"1.1.9 (,1 01-28-08 % \y, \N,yL / 33 09-17-15 \, 2? \ \� r 1\'c " W f x 1.0A l 05-24-19 g„ g y 1- yp y 1 0 ,o- 9 `\• \ 12.2 2.1 32.1 �` 1 25 s •,\ z i 24 ` ,1 1 \ 29 \` 30 21 `\� \: 1 28 1 \I (vat.wid / 27 6 26 35 \; �c 38 I 39 IIII j\ 23 i 20.1 , y2 yy 39.12 �% 1.9A 16 'L 22 1 2 \ (Y � •' = x i L "t f'y Y 23 /•i 71, N 356082 L wrtx wG6 oisTI—FICRMFS snABm awn G wTsaE ras sSia rant Fr,�.rarrx un a+w m. _ .••33 _ G fit•gOl _ _ _ ANdULANCE VJIM(1 _ _ i�W O mGammom. —�— PMAn. 121 A(d(Or121A FPE �5 _ _ RippgRi E LGRI a WAIEft —— — .a Fm Lc'l"' ------� psy'me^•m 12+A(C) N 14RA RSA p SEWER _ x_ Wn,STEwaTER_ _—w,v_ ie,n lw -- mm,nBm:Bep In (21) SmmPre,m sa ��5� 24.4' 24.4' 0 Z. j N 9.1' N .....�.. Lu O cu O O — — Z N loo We = cc 9.0' - - Q C 00( 00 — — — I Q) `� --- EAST ELEVATION (NORTH LOT LINE SKY PLANE) -- - '"""" W Lu E ° a- Q � m 19.9 19.9' 4.6' 4.6' — Fill EXISTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN ° Il� - 164Z SQ. FT. 1568 SQ.FT. ill w i _ - - "•' F_______________ NORTH ELEVATION (EAST LOT LINE SKY PLANE) ' ' I I l♦W'^J I I V J I I I I I i� ..I N I , © m m J IL------ III — O ❑ON i M-1 — O o 11 m�_ O Z ui WEST ELEVATION (SOUTH LOT LINE SKY PLANE) ` v O 2 24.4' I I 24.4' I .:, . ... GFA I I I I .' SKYPLANE L------ L------------- r,.....u_ ..a..,.� _ DIAGRAMS © o EXISTING SECOND FLOOR PLAN PROPOSED SECOND FLOOR PLAN •"�.••d-..=� - — - 703.4 SQ. FT. 1232.6 SQ. FT. ( - 10.31.23 EXISTING 1ST FLOOR 1542.0 n... EXSTNG 2ND FLOOR 703.4 2345.4 PROPOSED 1ST FLOOR 1588.0 SOUTH ELEVATION (WEST LOT LINE SKY PLANE) - PROPOSED 2ND FLOOR 1232.6 2820.6 LOT LANDWARD OF CEHA 1S 9,816 ALLOWABLE GFA IS 2100 MAX. GROSS FLOOR AREA CALCULATIONS SKYPLANE DIAGRAMS U Lu A- I— E = 0 U EXIST. EXIST. &- C OUTDOOR OUTDOOfl Q C6 SHOWER EXISTING FACADE SHOWER A.C. i0 REMAIN To REMAIN TD REMAIN UNIT XI .EXISTING STOOP `e EXISTING BUILDING FOOTPRINT L� BATHRM u t W 0 TO REMAIN UNCHANGED TO REMAIN EXISTING STOOP I TO REMAIN SH ER : WC y cu Q C L REMOVE EXISTING DOORS. REMOVE EXISTING FI%TURFS,DOOR 6 WAL r ,1 REPAIR WALL TO NEW DIMENSIONS AT E%IST.BATHRlA,AS SHOWN FOR NEW DOCRS. A_ -- REMOVE EXISTING STEPS.RAIL&WALL REMOVE EXISTING WINDOW& \ LAUNCRY MACHINES! _ _ _1r I I ,__ _ ----2 --- - .>__ ______ - BEDROOM #7 GARAGE 6 STORAGE AREA _ - REMOVE EXISTING GIRDER&COLUMNS. EXISTING FLOOR FRAMING& EXISTING CONCRETE SLAB C REFER A Si RACING&DRAWINGS FOR FOUNDATION TO REMAIN UNCONDITIONED SPACE 0 LJ E TEIAPORgRV BRACING 8 NEW FRAMING. O CEIL.&WALLS TO BE M / cL EX ISTING GARAGE 6 STORAGE AREA RE-SURFAED CED W 5/8'GYP.BC. REMOVE EXISTING DOORS TC REMAIN &PARTITION WALLS EXISTING BECRM rtt REMOVE EXISTING DOORS. - REPAIR WALL TO NEW DIMENSIONS Y O 4. FOR NEW DOORS. REMCVE E%ISTING WINDOWS E OWNEW PWD.RM. I � 'PROP,S E 5 AIRCASE � REMOVE EXIST ING STAIRCASE 0 I O EXISTING FACADE I CLOSET , TO REMAIN ' , i I F II,III.IjII I-!IIt IIII I1I 9III IIIIr 0III I1It)iII11 Il),r,l.i�),iI IIIj,i�I\ll\'I II'I.)� � \—\t V -\'I OKCAS REIAOVE EXISTING DOOR E%ISTING IST FL.WALL bROO J.I.'IIIIII IIIIIII( 1'i _ WN�x a9w3 III_ IIIII IIIII IIII;I I!III I)iiI�IIi,I I,iIIiII ttIII III T,III I1 I1III IIIII IIII;I,II_II ooEMX ISTNG WALL PROVE NEW COOS REMOVE SECTION OF REMOVED TO ALCOMODATE AREA REMOVED EXPANSION OF EXISTING COVERE %IS PCRCH. SEE STRUCTURAL C g COVERE FOR WG. E%TEND ui TO ALIGN W/EXIS¢READVEEXISTING DOOR BOOVE 6 REPAIR WALL REM E:E%�STIfC STAIRCASE,REMOV FACA IIII -d __ ——— REMOVE EXIST. OR ILI &SCTIONOFWAL .III III'IIII iI;�i iIIIII I�II II' xCOWuLL 0. ¢ LIVIIJG ROOM I I' ; uvINGRED aoQx VWZ IIIIII I11 II )IIiI! Ii II I IIIII III 11I II i it I II',I III I` EXIST. 'III III IIII 1 ;!II II Iijl COVERED Ii1I I II I � lvcftcH III E%ISTING f I EXISTING TC REMAIN) t 1 IIII I FIREPLACE 1 - EXISTING) r mil_ A ''I COVERED PCRCHED I' IIiI II.I I' .)COVERED) 'III I I PORCH I I I PORCH III ills � I I II' '•I; -- ' -- �® IIiI I IIIIII I ' +--I�— --T— ------ 11 11,_.I z 1 II KITCHEN DEN DEN I',I II III IIIIII I 'II II 1 I II I '' KITCHEN '1 IIIIII O IN CHANGES) I INO CHANGES) I; i, ,11 IIIIII III ©_ ...,r...s. .w e-r e,.s, II I- I Z )IIIIII iI I I Itl I II Ii it ' I 'i. .III .II ' O iI1;l w ')IIIIII IIII �i.I it Ili III III I,I I I ^Q II :' ii N O I .I A_1 i o DINING ROOM (N ® DINNG ROOM O CHANGES) FIRST FLOOR EX STING PLANS UTILITIES - TO REMAIN 'EM E%IST)G STO E%IS ING UTILITIES CELLA DOOR TO EM IN CELLA COOK TO RE n 10.31.23 i EXISTING FIRST FLOOR PLAN PROPOSED- FIRST FLOOR PLAN ILLUSTRATING REMOVALS r U w E = 0 '-ae" 5'-741— " f 1 U lJN � Q Cc EEXIST. EXISTING FACADE EXIST. A.G. SHOWER LINE TO REMAIN SHOWER UNIT �j�j BELOW BELOW ELOW �j LLJ C NOTE: LINE LF S©PED WALL———® — - EXISTING BUILDING FOOTPRINT EXISTING FIRST FLOOR STOOP LIIIE OF FLAT CEILING EXIST.STOCP BELOW TO REMAIN UNCHANGED eElow PROPOSED BEDROOM #4 BATH PROPOSEC --------_— BATHROOM ! I!I ROOM #0cu L L E 11 I EXISTING EXTERIOR WALL TO REMAIN I EXISTING EXTERIOR WALLS TO REMAIN - I ;I j I I!I I ©1 m W E ROOF 8 CEILING FRAMING TC BE I ROOF 8 CEILING FRAMING TO BE REMOVED 1 BAT""..",8 Q REMOVED 8 REPLACED W/ I AN O REPLACED W/NEW STRUCTURE NEW PERIMETER : CLOSET AREA O STRUCTURE FOR NEW ROOF CECX. FOR PROPOSED BEDROOM. GUARD RAIL I BEE STRUCTURAL DRAWINGS- SEE STRUCTURAL DRAWINGS. , ' :1 ti TO SE AREA EO :II'i11 I 0 ii O I.�I.'i;l I SECOND FLCOR O�CK'f — I OVER FIRST FLOOR RDOF -----r7T— II Il;ljli III jl ©/' I REMOVEI EXIST STAIRCASE 1 , 1 I I I j I I IIIIIII ;� W L---------- r:,rn I i I I I I I I I I I I c"n.ryl/ I REIAOV6 EXISJ.STAIRCASEI II I I. I II(IIIII I'. i- EXISTING 1ST FL.WALL 8 ROOF I I I I I; III 11 I REMOVED TO ACCOMOCATE I J- 1 L_-1 1 -J-I I i EXPANSION OF EXISTING COVERED -- �'�I I I - PORCH. SEE STRUCTURAL CWG• I ------- ---- I II ! 1 II Ih I'.' I 'I Ilill 1, L_ j I'I I II ! I I I II il)j III II IiExTENE E%IST.I IIII II. I II. II li I I f 'I III COVERED PORCH I f I I I 1 1 II I�1 I III III II I I I I II I � II i1' I IIII I 4 ! I Iil it '� illl'l I liil II ! I IIIII q 11 I I I I:I rl I I I ila I IIIIII 11 4 I IIII 1 I I ' W ss II;p III { tII .11 '[ IIII III' !I II, ; .I I I' III II � I� I I III 11 I I ' I p l l 11 I hII lI Ililll' Iil I' II I k 1 I !I I EXISTING EXIST II'1G I III 1i EXISTIIJG EXISTING IIIIII I -I I'I I I II : BEOROOAI 13 BEDROOM a2 1 II I [t I 1 fII I 1 I , IIIIII I BEDROOM Sa3 BECROOM If IL Il I II ;F I IIIIIII 'I' 11 f I'• I I' II 11'-I I -`-;` II 1. 'It 1!I I I II LIE.I I II III Ij 1 II I, I I III I 11 I1 I � i rr ;III1 I,; II liII;II I'�!1 'I J II'I III I; I( I i, I II' II III III Ii llfl jI I'II I® I 0 II .I, i1 ; I II I' i .IllfIIIIII) 'Iiilll'II lill _' .P, III I I ExisnNG11 III I Ii I IE%ISTIING y I I�! III (III III I I II Ii IIII, ROOF BELOW 51 p II� E%IBTING PORCH I ROGf BELOW EXISTIFIG PORCH ROOF:I I li II I I Ij fi I I 1( I `I I I BELOW I (ROOF BELOW Ii / I, IIII' IIFIII REAIOVE TUB (: I!4 III 1 I III ''I -1 j1 I SHOWER�36" I I j h !r 1II— I TUB WALL 1 III I I I: I -a i II' CD II III I I I 111 - a ACD EXISTING I I hll I� ICI III II III . W&D BATHRM. 2 1 I(' IL' II IIII - I 1 ! l/�VI IIIIII I I I ! i - 11 RREV OVE EXIST. f III I III IIII I III I -i NEW LAV S I I( I ` _ o . 3 P III..I IIII I I III —' ! IpII I - { I BATHRM. 42 I' I IIII, , ! I l L------ -- Exls I ' It III 11 IIIII nl.i� I II II I L------ -- -- �------- '! II 1 y.?r.=. I I EXIST II 1 II. _ ® I I I I IHL-,I i ' IgI I I lily 1� I I IIIII I; II IIII I I{III' — EXIS,III TING _ EXISTING ROOK-J`— SECOND ROOF'BELOW- T-. __BELOW. --- 1 ---- - - - - _ _ FLOOR - _-- PLANS 1/4"=1'-0" 10.31.23 EXISTING SECOND FLOOR PLAN PROPOSED SECOND FLOOR PLAN ILLUSTRATING REMOVALS I- U W F-- E = 0 U EXISTIIJG HISTORIC FACACE AREA OF PROPOSED WORK C6 NO PROPOSED WORK EXISTING MAIN ROOF TO REMAIIJ (W(y ALL t I �,I Imo,r1' 4 .J-•.-.1 I yT 'L, I!luJ_L' -- LL 'Ii,� ❑ , ❑ L ■ TWO EXISTING DORMERS CM L NORTH ELEVATION TO BE EIAOVED I r I - u /E� EXISTING CEILING FRAMING.ROCF -- i.L�Ll�y-1LaLL1,L-�,L � ❑ I STRUCTURE 6 OM @EXIST. RE GARAGE TO BE REMOVED ❑ -- ❑ II ❑❑REMO E%IS RAGE OORS❑❑ XISTING OUTDOOR SHOWER i 1 TO REMAIN 1 1 ❑a❑❑ ❑❑❑ EXISTING GARAGE DOORS TO BE REMOVED W' ❑❑❑❑ ❑❑❑❑ !i z EXISTING EAST ELEVATION (FRONT) _ V Q EXISTIIJG HISTORIC FACADE AREA OF PROPOSED WORK NO PROPOSED WORK Z ALL TRIM DETAILS I' "'I 'I' I 'll I I 1:'1;':;!! II I"' li it II III H EXISTING 7T NEW ROOF CD TO MATCH wYY Ln MANSARD ROOF,SLOPE 6 . I II I I III I'1 B I i LL t S J�--1 11"1 TRIM DETAILS TO MATCH EXISTING t '' I I!' I•"' 1 1 11 - 1'- NEW NSW ` NEW DECORATIVE CECAR SHINGLES I ' I ❑ 1 `Y�f� ❑ WINDOW SCHEDULE DOOR SCHEDULE III: I t TO MATCH EXISTING A _ I. TYPE NOTES TYPE NOTES H JL NEW DORMERS b WINDOW TRIM O aat II TO MATCH EXISTING - NEW ELBOW BRACKETS b WALL ci -Au TRIM TO MATCH EXISTING ORIZONTAL SMOOTH JOINTED T8G s tr al[_ F O a na. 5 _ PRIIAED 6 PAINTED WHITE '" EAST ❑ J ❑ _. - _ NEW ETCH RI DECORATIVE E TRIM ` O _- -- ---�--_-__ - TO MATCH TRIM @ROOF ABOVE T-e •-r �ssr '`t- Q �c _ EXTERIOR _ - EYEBROW ROOF OVER GARAGE COORS s�lss nJ =�" Q ;., ELEVATION NEW CLAPBOARD SIDING TO MATCH _ _ EXISTING EXPOSURE b COLOR MIT IF T ff EXISTING AC ENCLOSURE 81 - - - - O 10.31.23 LLL_LLLI L L_�__l_ L LLLLL L Ll_L_ LL L L� L�LI LLL LL_i. LL L L O L�L_LL L,_L._LL'LL L L �'L' LL LLLLLL PROPOSED EAST ELEVATION ( FRONT) NOTE: CONFIRM MAKE AND MODEL OF ALL WINDOWS 6 DOORS WITH OWNER PRIOR TO PLACING ORDER. OWNER TO CONFIRM SCREEN CHOICE,HARDWARE CHOICE AND INTFRIOR FINISH AND EXTFRICR COLOR- OWNER-O APPROVE HINGF PIACFMFA OWNER TO APPROVE WINCCW b DOOR LIST PRIOR TO ORDER BEING PIACFD U W E = 0 U fXISTWG MAIN ROOF-O RI'NAIh �•• Lij F%ISTI\G CCRMERS CV CAS- _ L_EVA"ICV(FRONt) fO R=MAIN .1-11'-1"'I fL !Ell�' EXISTING JORNERS ON W=ST ELEVATION(REAR)-O RENNh CL C -�E"Ll ■ ram,-..,i. WO.XIS IING CORMI-15&WINDOWS ,� -O BE REMOVED` L-:= r._.:.._.�L.._�:�'y__ .. : nn,, TO TO EXISTING=MON DORMERS 6 WINDOWS BF Z=MOVE: Cu EXIS-ING CEILING FRAMING.ROC= _ II.LI..1I y 'I'1. `'z -' ^l, I""1 I'1 ST?JC URT&CORNERS @ FXIS-. - LJJ GARAGE C BL REIAOV_OLu--�+ EXISTING..^.OVEREC PORCH TO REIAAIV I I I(-- ❑ �lr � .— Q_ E Y I L- -- ROOF&WAD_SECTION WEST LL CZ F.I ACCON(REAR) 'O R Rf NCVEC ' 10 ACCONOCA E'OROR L%IEh tlO\ i lt. If... it �.t :�,i,� RCO=&CEILING FRAMING TO BE RFAIOV=C&3 PLACID W/ L(ISNNG IACAUL_I%L C REMAIN -- __---, STRJCTURE FOR NEW ROOF K. SEE STRJC-URAL DRAWINGS. TWO ExISTING WINDOWS ---r I I "0 R.-REVCVFD �- _ --� I! I HtIAOV:WIhCOW E%Ic-I%G CJ-GCOR SFCWER TO REMAIN EXI�RIOR DOOR. RAILING&1NTRY MASONRY WA SI00 R=MAIN ui Z EXISTING Q NORTH ELEVATION (SIDE) 1_I rrw V Q Z z E%ISIING WAIN ROO-SEYO\C W VO CHANGES - - NEW R PHCCS AL_-RIM CETAS-C WATCH I STI NG O ' E%ISI.DORMER � NE AiNDC.S E OMERS - I --I:. ' EXISTING DORMER BEIGND La PROPOSED BEDROOM FR I I'I k I I I I I ❑ II:II I II I I I.� f tP DOOS IAE3CVEHVW A10 DC NE MANSARD ROD-.SCOPE HA 4TRIM DETAILS 10 MATCH EXISTING I II' II 1 NEW DORMERS&WINDOWS TO MATCH E%ISTING I'll' ill V=W DECORATIVE CEDAR SHAG-ES -0 WATCH EXISTING NORTH 7I 'Ilii 4,;1 TRIM LLB OW BRACKE 8 WA_L V=W RAILING W NEW ROOF DECK EXTERIOR TRIM TO NAT.,i E%IS-I-IVO - HXISTING ENTRY=ORLR ELEVATION NO CHANGES VEW ROOF OEC4 -IFFIROW ROOF OVER GARAGE DOORS -- =%ISTING 1/4 �I=11-0" __—OJTOOOR - EXISTING AC —SHCW=R CLAPBOARD BID=-C MATCH NEW __. '-'- -"- _ -- °%ISIING=XPOSURI &COLOR _ - F©- —— _%)STING=XTFRIOR WA.._TO RFVNV 10.31.2 3 EXTERIOR ENTRY DOOR.STOOP, RAILING&NASCVRY WA_L TO REMAIN NFW II 11 _ _ / Il ill ._.DLL LOLL _ _I _LLLLL...L ILL _DLL LL�L PROPOSED NORTH ELEVATION (SIDE) AREA OF IR0105ED WORK EXISTING HISTORIC FACADE U NO PROPOSED WORK W E 2 0 U � EZ .11 'il 1 LJ_ I tJTT` TWO EXISTING DORMERS ON ''I 0 NORTH ELEVATION TO BE REMOVED 1'-' ❑ � ElLI ,L• � ':._ rLryy EXISTING CEILING FRAMING,0.00E STRUCTURE 8 DORMERSREMOVE @ EXIST. �•' 1 l'�1� GARAGE TO BE REMOVED •1 � "1—ly I I L L -...- --- - - Ji ROOF 8 CEILRE ACED FRAMING TO BE I L II l 'I B REMOVED 6 REPLACED W'/ T --- --- ---- STRUCTURE FOR NEW ROOF DECK. '-�'�I'- f� O O I REUCVE ___ �■ REMOVE ❑I�_ — - __ _ EXISTING OUTDOOR SHOWER TO REMAIN _ EXTERIOR ENTRY DOOR.STOOP. ---___ - -- - - HER RAILING 8 MASONRY WAIL TO 0.EMAIN I --------- � --- EXISTING,ST FL.WALL L RCO I I I REMOVED TO ACCOMODATE W EXPANSION OF EXISTING COVERED PORCH. SEE STRUCTURAL DWG. EXISTING WEST ELEVATION ( REAR) rw V AREA OF PROPOSED WORK EXISTING HISTORIC FACADE NO PROPOSED WORK ,j NEW ROOF @ PROPOSED BEORM u a ALL TRIM DETAILS i0 MATCH EXISTING FLAT ROOF @ DORMER OVER- NEW PATIO DOORS : NEW DORMERS S WINDOWS TO MATCH EXISTING W 1 1 I NEW DECORATIVE CEDAR SHINGLESiIIII TO MATCH EXISTING IJEW RAILING @ NEW ROOF DECK N O NEW ROOF DECK A-5 NEW CLAPBOARD SIDING TO MATCH EXISTING EXPOSURE&COLOR 1ill EXIST. _ E%IST. ini T. WEST EXISTING SHOWER,AC ENCLOSURE. i 1 I I , -_-_ LIMEXTERIOR MASS EXTERIOR DOOR,STOOP, I ELEVATION RAILING 6 MASONRY WALL TO REMAIN I — Ll.l L L'LPL-_l L_ •.-1 L LLL L L L� LL LLLLI L L-L'_LL L L.-I_�._L `^'",•u..PJ�'Y�; z�1 ��;��I "l`_`��),\��C I ILLL '_ L_LL'�L _LLL_LL_ EXISTING COVERED PORCH TO BE EXTENDED IN THIS AREA 10.31.23 NEW PORCH POSTS,RAILING.ROOF TRIM AND BALUSTERS TC MATCH EXISTING PROPOSED WEST ELEVATION ( REAR) U W 2F-- E O AREA OF PROPOSED WORK EXISTING HISTORIC FACADE (l NO PRCPOSED WORK ��yJ LL Q M EXISTING MAIN ROOF TO REMAIN E z aD 1. I 11. LNL EXISTING DORMERS TO REMAIN �'�— ' u cu cu ui � EXISTIN 1G IST FL.WALL 6 ROOF V REAOVEC TO ACCOMODATEORCH. W E PION OF EXISTING COVERED t^� PORCH. r--- —————— LL Q ROOF S CEILING FRAMING TO BE L— ❑ ❑ ❑ ❑ _ REMOVED 6 REPLACED W/ STRUCTURE FOR NEW ROOF DECK. REMCVE EXISTING ODORS - EX STING COVERED PORCH TO REMAIN S BE EXTENDED AS PER PLAN Ll EXISTING SOUTH ELEVATION (SIDE) --J a�wnn - ' V Q AREA OF PROPOSED WORK EXISTING HISTORIC FACADE J NO PROPOSED WORK z 1'�fp, Ili:•:�; LILI, '.:i 1. 'I- i O F I I• I r,. w I I b II i PIPI IJEN'FAILING REVOIJD ON NEW ROOF DECK� .. .... A-6 EX STING COVERED PORCH EXTENDED SEE PLAN i I -- a SOUTH NEW CLAPBOARD SIDING TO MATCH EXISTING EXPOSURE E%POSURE S COLOR EXTERIOR ELEVATION 1/4"=1'-0" G I EXISTING MASONRY FLOOR FRAMING 70 REMAIN iY' LL FOUNDATION 6 ''! LL 10.31.23 PROPOSED SOUTH ELEVATION (SIDE) U LIJ = 0 NO PROPOSED ALTERATION TO 0 Y EXISTING ROOF rr C (STING ROOF FRAMING TO REMAIN E wyy -0 BATHRM.II2 BECRM.a2 cL LL CO REMOVE BATH TUB MIC PART EMOVE EXISTING ROOF AND CEILING OF INTERIOR WALL @ -BATHRIA.II2 STRUCTURE OVER GARAGE ATTIC. L NO PROPOSED ALTERATION TO _- REPAIR FLOOR ----- EXISTING ROOF It rr � - - w E t REMOVAL W VAL DEICING FRAMING OVER GARAGE E NO PROPOSED ALTERATION TO REMOVE ;'-E%IST. EXISTING KITCHEN.DEN b DIN.RM. _ --STAIRS CEN LIVING RM. HALL` ROVIDE TEMPORARY SUPPORT AS PER '-REAOVE,i STRUCTURAL CWGS AND REMOVE GIRDER -EXISL-A 1 b CCLUAINS @ GARAGE. t- _ _STAIRS;I I GARAGE/STIORAGE EXISTING EXTERIOR WALL @ GARAGE TO REMAIN. --- - EXIST.INTERICR BATHRM.WALL TO REMAIN. NO PROPOSED ALTERATION TO L '? ; It____ EXIST.INTERIOR STAIRS TO BE REMOVED. EXISTING CRAWLSPACE OR CELLAR L EXIST.CONIC.S18 8 GARAGE FOUNDATION CELLAR --- TO REMAIN. z J SECTION # 1 EXISTING w ILLUSTRATING REMOVALS C V J � NO PROPOSED ALTERATION TO > z EXISTING ROOF NEW ROOF FRAMING @ PROPOSED BEDRM-4 O F' NOTE: BATHRM,F2 BECRM.II2 SEE DIMENSIONS ON B-2 REMOVE BATH TUB b PORTION OF PROPOSED BEDROOM IIa O EXIST.WALL TO ACCCMODATE NEW SHOWER b LAUNDRY AREA - A-7 NO PROPOSED ALTERATION TO STEPS UP IN HALLWAY BEVON EXISTING ROOF NEW WALL 8 FLOOR FRAMING @ PROPOSED BECRM R4 NEW CEILING 6 UPPER WALL @ EXIST. GARAGE. FINISH ALL N WALLS SECTION NO PROPOSED ALTERATION TO 6 COILING W/8/8'GYP.F.BD.B0.PAIIJTEC EXISTING KITCHEN,DEN b DIN.RM. " KITCHEN b DEN LIVING RM. NEW STAIRCASE TO PROP.BECRM.F4 � b EXISTING 2NC FLCCR. TEXISTING O REMAIN.TO WALL @ GARAGE 1/A��_1'_0 EXIST.INTERIOR BATHRM.WALL 'T TO REMAIN. NO PROPOSED ALTERATION TO EXISTING CRAW-SPACE OR CELLAR 10.31.2 3 EXIST.LONG.SLAB 6 GARAGE FOUNDATION CELLAR TO REMAIN. L SECTION # 1 PROPOSED w U Lu = E = 0 U r Q c6 E z 0) w cu EXISTING ROOF BEYOND �� LLcu NO CHANGES L REMOVE EXISTING DORMERS "' Ii 'l Ilicu Lu REMOVE EXISTING ROOF&CEILING OVERII;, ATTIC ABOVE GARAGE. I -- EXISTING COVERED PORCH BEYC14D ATTIC -'" NO CHANGES � —d--m-@ TO BEJREMOVEC.ROOFE SEEINES BEYOND A-5 1.:1 R EXISTING EXTERICR WALL TO REMAIN ROOF&CEILING FRAMING TO BE __.1= = - REMOVED&REPLACED W/ STRUCTURE FOR NEW ROCF DECK. -— SEE STRUCTURAL DRAWINGS. —PROVIDE TEMP.SUPPORT AS PER BEDROOM Al EXISTING WINDOWS ON THIS WALL �J STRUCTURAL DWGS AND REMOVE TO BE REMOVED OR REPLACED. SEE GARAGE/STORAGE;II GIRDER&COLUMNS @ GARAGE. FLOOR PLAN �` i, ��-� EXISTING FLOOR FRAMING&FOUNDATION TO REMAIN J r � REMOVE EXIST.STAIRS CRAWLSPACE SECTION #2 EXISTING w ILLUSTRATING REMOVALS J _J EXIST.ROOF&DORIAER BEYOND _ { _ _ _ NEW ROOF @ PROPOSED BEDROCM 34 > Z I �- FLAT ROOF @ DORMER OVER O NEW WINDOWS&DORMERS j NEW FRENCH DOORS @ PROPOSED BEDROOM F4 I SEE DIMENSIONS ON S-2 Z NEW MANSARD ROOF.SLOPE 6 PROPOSED BEDROOM A4 TRIM DETAILS i0 MATCH EXISTINGNEW DOORS @ PROPOSED BECRIL u 4 EW RAILING @ NEW ROOF DECK O l __------- --_ --NEW ELBOW BRACKETS 8 WALL TRIM TO MATCH EXISTINGEXTEM1IOED PORCH ROOF BEYOND F----- EXISTING ENTRY PORCH ' NO CHANGES _ j - NEW ROOF DECK _� NEW STAIRCASE BEYOND A CC NEW SECTION OF WALL TO F EYEBROW ROOF OVER GARAGE ODOORSj ACCOMCDATE RAISED CEILINGJ rf r' EXISTING EXTERIOR FRAMED WALL BEDROOM at f PERRPLANS.ADD NEW WINDOWS AS SECTION 1 u � J EXISTING FLOOR FRAMING&FOUNDATION #2 TO REMAIN @ BEORM.rt 1 EXISTING MASONRY FOUNDATION CRAWLSPACE TO REMAIN 10.31.23 SECTION #2 PROPOSED SURVEY OF PROPERTY SITUATE ORIENT TOWN OF SOUTHOLD --\,CESSPOOL _ SUFFOLK COUNTY, NEW YORK - _ - - ' - S.C. TAX No. 1000-26-01 - 17. 1 SCALE 1 "=209 FEBRUARY 1 , 2012 / \ \ MAY 10, 2012 ADDED DOCK NOTE / \ MAY 17, 2012 ADDED CZM LINE / / \ NOVEMBER 1, 2013 CORRECT SOUTH PROPERTY LINE LOCATION / \ FEBRUARY 4, 2014 ADD ADDITIONAL NOTES / NOVEMBER 15, 2022 UPDATE SURVEY / \ FEBRUARY 26, 2024 ADD FLOOD ZONE INFO / WILLOW STREET _ / \� To AREA HIG 12,925 sq. ft. NOTES: ( / WATERAN MARK)H 0.305 aC. / \� / 1. ELEVATIONS APPROXIMATE \ EXISTING A ELEVATIONS RE NARE SHOWN THUS908 DATUM / CESSPOOL F.FL. - FIRST FLOOR G./ 1 j RAGE FLOOR T8 L - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD / \ TW - TOP OF WALL BW - BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: / \\ FLOOD INSURANCE RATE MAP No. 36103CO068 H cEssPooL \ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED / , 1 WELL \ \ TEST HOLE DATA \ (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 14, 2022) \ ELEV. 5.2' 0• MIXED SAND & LOAM WELL ', F` •y� ..�, \ WELL 2. s, BROWN SILT MIL Ift WATER IN BROWN SILT ML a • NN gE R i � GG� 27 \ d WATER IN BROWN COARSE SAND SW 10 J00 <i ,R v 6 ro \ r'a 140 O qc NO x py °• °`• \ `F _Lzc''. \ G �X03 Co • \ , \ N Q 7 �0,6\ a 9C�\`' P� O L \ ° .. a ,` \ WELL G CC O 1.7 CESSPOOLS 5. VIP ° ° \ �- � y AM p` d.. q d° 9 \ ♦ cam' -- 'Li 4� '�' Y0- ' X 31 \ G�� Cie �\` e`� GZtZyO Cb\. \-� •. ° \ .� /1 \ 4. Gyp \ r+ 1 Z 3• 4.4 ��\ \ 6 e0T 4.4 '° d •\ a W 1i c, \ 4.4 map\ I�o �\ �� • 4. ��a � �\ ; • \ \\ \ gy a \ \ O � zz \ ' •. i ° \ \ o • y \ ,\ T \ \ d C... OZ�� I� \x 5 4 .. .• .' .. 5.7 \ �` Z . \ X \ TEST HOLE G �O 1CP0 \ 2.3 ♦�iG Go 6.0 e�R N Q o e •��.. 1.7 �i �`\ CEDE o •'< f^ 4 \f/ O ' I i �\FIEDGE ROW ��1 N d • 150 6. 4.4�C V ° PENCE 1.9 . WALL WELL 0.4'S 0. iCKET\FENCE ONCE ' d°..• - I ♦ O.L. 52500" W 62.04 a� S ti r< R D b. BEEME c+ yER JR. JE NE R. BREDEMEYER U & ' 9< ' ON WELL I oy O Gy / / N.Y.S.D.E.C. ADJACENT AREA COVERAGE � / ADJACENT AREA = (12,925 sq. ft.) / l DESCRIPTION AREA % LOT COVERAGE HOUSE 1,642 sq. ft. 12.7% / FRONT PORCH 128 sq. ft. 1.0% / REAR PORCH 178 sq. ft. 1.4% / WOOD DECKS 67 sq. ft. 0.5% \ \ J / CELLAR ENTRANCE 31 sq. ft. 0.2% \ / CONC. APRON & SLAB 70 sq. ft. 0.5% \ / OUTSIDE SHOWER 20 sq. ft. 0.2% SHED 127 sq. ft. 1.0% _ TOTAL 2,263 sq. ft. 17.5% KING STREET TOWN DEFINED LOT COVERAGE BUILDABLE LAND (LOT AREA LANDWARD OF C.E.H.A. BOUNDARY) 9,816 sq. ft. DESCRIPTION AREA % LOT COVERAGE HOUSE 1,642 sq. ft. 16.7% WOOD DECK AT N.W. HOUSE CORNER 30 sq. ft. 0.3% REAR PORCH 178 sq. ft. 1.8% FRONT PORCH 128 sq. ft. 1.3% SHED 127 sq. ft. 1.3% OUTSIDE SHOWER 20 sq. ft. 0.2% TOTAL 2,125 sq. ft. 21.6% PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCLAsl� S T q4% �r r N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION �W. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno LS. IS PREPARED, AND ON HIS BEHALF TO THE TM-E COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. U w EXISTING HISTORIC FACADE AREA OF PROPOSED WORK E NO PROPOSED WORK EXISTING SKY PLANE INTRUSION NEW SKY PLANE INTRUSION I = O U OUTSIDE THE EAST LOT LINE SKY P ANE(SEE NORTH ELEVATION) T Cu EXISTING MAIN ROOF-NO PROPOSED CHANGES Q NEW ---- --'-'--"'--'"'—'"-""' _ EXISTING GARAGE/STORAGE i ROOF 8 DORMERS OVER y 1 C EAST LOT LINE SKY PLANE VIEWED FROM Q NORTHNILLAGE LANE SEE NORTH ELEVATION — IEMEN -ME, A Li w E �I0 El - H� - o - 0 - cTI11.,cIN i jUR - - -- - — 00000 w DISTANCE FROM EXISTING STRUCTURE TO NORTH PROPERTY LINE z EAST ELEVATION ( NORTH LOT LINE SKY PLANE ) °V .5 awn V Q EXISTING M ROOF-IJO PROPOSED CHANGES :�,��' i�•,rv.M,� —_ — N EXISTING ROOF/DORMER WINDOW ED NEW aooF AREA OUTSIDE THE SKYPLANE PR'"`" o.os ov aco 7z PROPOSED NEW FACADE/ROOF + DORMER-WINDOW OUTSIDE d+ _ THE SKY PLANE 10 1 1 I(�I�' NEW - N I..L� - � NO EXISTNG S3 OUTDOOR SHOWER EXISTING AC 0 EXIST SKYPLAN Received -- _- -- NEW _ _ I Do, DIAGRAM LIAR 0 8 2024 - - EXISTING GARAGE/STORAGE TO Zoning Board of Appeals I-5 2 REJUCEDI IN FLOOR AREA DISTANCE FROM 10.31.2 3 EAST PROP.LINE NORTH ELEVATION ( EAST LOT LINE SKY PLANE ) i Notes: DRAINAGE CALCULATIONS: _ 'Al wiring and amonent are to be be provided and installed by the Electrical contractor(EC)in accordance with _ THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 7 the National Electric Code(NEC)and Local Electrical Codes. RAINFALL STORAGE TO BE PROVIDED IN FRENCH DRAINS PROVIDING 3.5 CFII.F OF STORAGE THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF z 'The EC will Me all necessary forms and pay all fees Tor the electrical work shown on these drawings.The 10 contractor Will arrange for all inspections and secure a Fire Underwriters certificate which is to be turned wen to 5 the owner at the completion of the work. . DRAINAGE AREA 'A' 3 STORAGE REQUIRED.. 'All faundaionn penetrations far entry of directly buried feeders are to b�equipped with galvanized steel sleeves. ROOF AREA: 898 SF X 1.00 X 7112=149.7 CF RMC is to be used at all other foundation and tbor penetrations. 149.7 CF/3.5 CF/LF=428 LINEAR FEET REQUIRED PROJECT Furnish and install new service eop ment and circuit breakers as shcwn in these drawings. All panels and W%LOW ST�E LOCATION breakers are to be labeled. The electric panels are to be installed and banded in accordance with the NEC and STORAGE PROVIDED: Local Electric des. USE 2 ROWS 22 LF.EACH=44 LF.>428 LF. V Ow 'Al switch and outlet boxes,)unction boxes,and puff boxes installed m the exterior are to be galvanized steel PIPE TIE WITH 30 lb TENSILE STRENGTH and rated for exterior use. WEATHER-RESISTANT POLYPROPYLENE _ DRAINAGE AREA'B' sleaddV jo pi eog Bulu02 AT EACH CHAMBER CONNECTION i �r STORAGE REQUIRED. ORIENT HARBOR NP 'All exterior outlets are to be housed in weather proof enclosures. ESTABLISH VEGETATIVE COVER ROOF AREA: 1,114 SF X 1.00 X 7112=185.7 CF tiZOZ S O adr'1 11��t NATIVE BACKFILL T MIN' 1:3 SLOPE a GMAX TO RADE SINGLE FAMILY RESIDENCE 185.7 CF 13.5 CFILF=53.1 LINEAR FEET REQUIRED p ant aaa LOCATION MAP TORAGE PROVIDED: J EX ` < < < < < c i ` RETAINING WALL CONNECTED TO PP,IVATE WELL -% 5 USE3 ROWS 8 EACH=54 LF.>53.1 LF. 1--600' ELEC PANEL ,��\� - -_=-- := = :=: = : =: :=:=: %lam/' GENERAL NOTES - TOPSOIL --------------- /�� "THE INFILTRATOR QUICK4 PLUS STANDARD LOW SINGLE FAMILY RESIDENCE CONNECTED TO PRIVATE WELL 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS \� PROFILE CHAMBER SYSTEM SHALL BE PLACED M_ AND SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY ACCEPTABLE LEACHING SOILS WITH CLEAN SAND AND 20 AMP BREAKER EXTERIOR RATED JUNCTION BOX //� - //� GRAVEL('SP'OR BETTER)WITH A 1-5 MPI DEPARTMENT OF HEALTH SERVICES AS REQUIRED. BELOW GARDE IN A SPRINKLER �� -- - --- BOX PERCOLATION RATE M THE EVENT POOR LEACHING PROPOSED 2ND FLOOR EXPANSION 24,C X 27.V 2 TOPOGRAPHIC SURVEY BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED 11115rz022. MATERIAL IS ENCOUNTERED,EXCAVATION IS TO 13E .R _ "°lam I (66�*SF OF EX 2ND FLIT TO BE INCREASED IN VERTICAL DATUM NJLVD.1988. CONTINUED TO SUITABLE MATERIAL AND BACI�ILLED 12 AWG OF WIRE IN 3/4'PVC �� ` /�' %` SINGLE FAMILY RESIDENCE �� HEIGHT BY n TO INCREASE CEILING HEIGHT SCH 80 CONDUIT AS DETAILED. ' CONNECTED TO PRIVATE WELL �`-� °- FROM 6'TO T. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR 34' PRESSURE LATERAL, �S ,° TO THE COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALL SUBSURFACE �WIpE TRI3" S12E PER DESIGN DRAINAGE AREA T /! Is trr •.t>' S INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED 'NATIVE SOIL AND I OR SPECIFIED FILL'SP'OR 2 ROWS 22 LF.FRENCH DRAIN Npt� "B ..z *a , NOTES, ACCORDINGLY M THE FIELD. t 5 r' - ° 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM BETTER SOIL WITH 1-5 MPI PERCOLATION RATE 1 � -IV,. EXISTING ELEVATIONS ARE SHOWN HUS: PLC CONTROL PANEL Agnu$' ✓ "1 u. - 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES W/HP80 COMPRESSOR AIR PUMP r�` o F-FL - FIRST FLOOR VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE ANDIOR INFILTRATOR QUICK4 PLUS STANDARD LOW PROPOSED 9.1'X 15Z TERRACE OVER - � o • ° EX WELL REMAIN ITS - GARAGE FLOOR ELECTRIC RISER DIAGRAM EXISTING ONE STORY ROOF 1:; 5 Tor - TOP of BULKHEAD SANITARY LINES OR STRUCTURES. PROFILE CHAMBER CROSS SECTION o2 - •- � = BOTTOM OF BULKHEAD NOT TO SCALE �' 6 s�g4, � ,:.:,:_:::. "o�� _� TIN _ TOP OF WALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS �N P boo f ';:--_ BIN BOTTOM OF WALL APPROX.T.7'X 6'PORTION OF EX DWELLING '�q o��$ ------- BEFORE BEFORE COMMENCING WORK NOT TO SCALE TO BE REMOVED AND REPLACED WITH S SF TEST HOLE DATA 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF M ACCORDANCE WITH COVERED PORCH EXTENSION cs�g - ---= - SINGLE FAMILY RESIDENCE s •°_ .'e, ('JEST MOLE DUG BY MCDON_AI n GEOSCIENCE ON OGTOBER 14, "22) e - 5 _ CONNECTED TO PRIVATE WELL TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES CONTRACTOR APPROX. TX 9r �yyN OF X A eU ......... �--�-�- -- X Pp � PROPOSED H DINTS -ACTION o' SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS APPROXI-lAV PORTION OF v : '- f ' 1ST FLIT TO BE REMOVED `� ` a m m�wc`�"� `\o p4 \ •° •• a, AN-500C VA OWTS Mtn SAND LOAM OL SHALL NOT BE BURIED ONSITE FORCE MAIN CALCULATIONS: ¢� d A 0 • PROPOSED HYDRO ACTION 2' 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR Appo"` q �� UX�UNE PROJECT LIMITING FENCE! s $rv'P,�'s lif a TL0° PUMP STATION BROWN SILT MIL TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO 6'.� ^� f PQ u. r �' ° - 3.2' (EL 2.0 HIGHEST EXP. GW EL) o PIPE MATERIAL HDPE FRICTION LOSS(C):150 LIMB OF DISTURBANCE \ �_ *m 'Z -' '" ` •� _ ELEV. 6' 3.8' WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. PIPE LENGTH: 80 L.F.INCL BENDS(WORST CASE TO WASTE PIPE OUTLET) s 4 c - �{ WATER IN BROWN SILT ML LOSS PER 100 1 1/4': 15.3 114'HDPE FORCE MAIN �'�g n�_�� 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH r ELEVATION CHANGE: 6.3' EXISTING CESSPOOLS TO BE PUNPED DRY p C ?• PROPOSED VALVE BOX n , � AND ABANDONED IN ACCORDANCE WITH THE _� ° `n WATER IN BROWN COARSE SAND Sur REMOTE PLC CONTROL PANEL TOTAL PIPE LOSS: 15.3'X 80 LFI100'=122+6.3=18.5' SCDHS STANDARDS s�\ s4 �£ t� - ,y £ • a / 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS 36'X 36'X 6'P.C.SLAB W/HP80 COMPRESSOR AREA OF PIPE: 1 114'X(n 14)=122IN' DRAINAGE AREA'B \ �� ;, v'�� 13' WITH 6X6 W1.4XW1.4 WWM GPM: 27 GPM @ 18.5 HEAD LOSS(SEE CHART BELOW) 3 ROWS 18 LF.FREIICH DRAIN '� �,�• �, •`�� 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS e NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS, v VELOCITY: V=0.4085 X FLOW/AREA OF PIPE(2 FT.PER SEC.MINIMUM) PROPOSED HYDRO-ACTION CONTROL \ �k ¢} � � _ _ �\ DRAINAGE INLEfS,'ETC. THE METHODS AND MATERIALS EMPLOYED IN INSTALLATION c ° e ALL ELECTRIC TO BE PLACED PANEL AND AIR PUMP ON A 36'X 36' -Z�X FF* ' a sill° y a� PROPOSED 13 L.F.INFILTRATOR WATER AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW V=0.4085 X 27 GPM 1122 IN'=9.0 FT/SEC>2 FT/SEC.IN SCE.80 PVC CONDUIT P.C.SLAB WITH 6X6 W1.4XWt4 WWM c s av- TECHNOLOGIES QUICK4 PLUS STANDARD YORK GUIDELINES IFOR EROSION AND SEDIMENT CONTROL'. -� g . CONTROL PANEL 8c AIR PUMP ELEVATION USE A 11/4'HOPE FORCE MAIN -1 "P 4 - SOW PROEM(TYP. CHAMBER LEACHING 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM ° FvE Pam\ DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR PROPOSED VENT TOBE TERMINATED �X u ' g TEST. THROUGH ROOF WITH ACARBON FILTER \ i 20 GPM 'Cs'� Ik\ p: �\ 12 TOTAL LOT AREA AREA=12,925 S.F. �00 ` \' ran HP ELECTRIC LINE TO BE CLEAN OUT WITH A PLASTIC VALVE BOX \ • INSTALLED FLUSH WITH GRADE(TYP.) - I- PLACED IN CONDUIT '� \ � ,.� \ I/AUNIT BU01(AN Y (SAL LAT LL ui 3�C V C U I 0 N S. Q t HP MEET EXISTING GRADE �' ° S PROP.DISTAL HEAD HT.(TYP.) NAB 9MEET _ coo 3/4 HP AT 1:3 SLOPE MAX HIGHEST EXPECTED GROUNDWATER ELEV. =2.0 a \ 4f te AT Now o \ o s O I- 1/2 HP 0 _ BOTTOM OF VA UNIT ELEV. =3.3 ,� O'PROVIDE RooT PROTECTION `1, �13, $ 3 r'- ��1 - WITHIN IOF THE TREE // TOTAL BUOYANT FORCE: 49.15 SF X 2. 3.3 X 62AI PCF=-16,255#X 1.5=24,382# ° 3 6 9 ,2 ,5 ,8 2, 2< 2� ( 0{- )) EX TREE TO Rt7tfAIN GALLONS PER MINUTE RESIST FORCE(WEIGHT OF I/A UNIT)=16,350# HP Voltage Pump Model 0. 'CT F f SINGLE FAMILY RESIDENCE Yz 115 HE20-51 W 62.04, CONNECTED TO PRIVATE WELL ,� � � °.� ADDITIONAL BALLAST RECUIRED. T2 230 HE20-52 \S`g2-52'01 ++ pis `s s& - n 3/4230 HE20 72 S. arsrrrsam/o/r- 1 230 HE20-102 .ndD �j SrYAPATds 24,382#-16,3509=8,032# 11�2 230 HE20-152 " - 8,032#1150 PCF=53.5 CF PROVIDE 54 CF OF CONCRETE BALLAST. PUMP STATION BUOYANCY CALCULATIONS: SINGLE FAMILY RESIDENCE CONNECTED TO PRIVATE WELL HIGHEST EXPECTED GROUNDWATER ELEV. =20 PSD LEACHING SYSTEM DESIGN CALCULATIONS: BOTTOM OF I/A UNIT ELEV. =-20 -4 SITE PLAN BEDROOMS TOTAL BUOYANT FORCE 6.94 SF X(2.00))X 62.4 PCF=-1,732#X 1.5=2,598# -1-5 KIN.PER INCH PERCOLATION RATE SCALE: -(-2 _ USE 3.0 GPD/SF LEACHING RATE FOR SHALLOW PRESSURE DRAM FIELD CATEGORY 1 PER TABLE 13. RESIST FORCE BALLAST REQUIRED: 2,5989 1150 PCF=17.3 CF 4 BEDROOMS X 110 GPDIBEDROOM=440 GPD 01 PROVIDE 18 CF OF BALLAST. 440 GPD/3.0 GPD/SQ FT=146.7 SF INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD LOW PROFILE CHAMBER LEACHING SYSTEM: (34'TRENCH WIDTH) J m 146.7 SF/2.8T WIDTH=51.8 LF. USE 43 ROWS 13 LF.INFILTRATOR QUICK4 PLUS CHAMBER LEACHING SYSTEM=52 LF.>51.8 LF. KING STREET 50%EXPANSION: USE 2 ROW 13 LF.INFILTRATOR QUICK4 PLUS CHAMBER LEACHING SYSTEM=26 L.F.=25.9 LF. 50%EXPANSION NOT SHOWN. N.Y.S.D.E.C. ADJACENT AREA COVERAGE 2'VENT ADJACENT AREA = (12,925 sq. ft.) HEALTH DEPARTMENT APPROVAL STAMP THE VENT TO BE TERMINATED 1 114.0 PVC PERE PIPE W/1/8'HOLES @ IS-O.C.PERF.HOLES SHALL BE TOWN DEFINED AREA TiA CO VERA GC E.H.A. BOUNDARY 9,816 s ft. THROUGH THE ROOF. ALONG PIPE INVERT.PROVIDE GEOGUARD ORIFICE SHIELDS @ 18-O.C. DESCRIPTION AREA % LOT COVERAGE ( ) q \ IT MIN. VALVE BOX ORIFICES TO BE IN THE 12 O'CLOCK POSITION WITH EVERY 5TH ORIFICE HOUSE 1,642 sq. ft. 12.7% INSTALLED IN6O'CLOCKPOSITION DESCRIPTION AREA % LOT COVERAGE 6'MIN' WATERTIGHT PLASTIC FRAME&COVER VALVE(TYP.) TO PSD FRONT PORCH 128 sq. ft. 1.0% MATERIAL OF THE SAME PERMEABILITY AS THE UNDERLYING HOUSE 1,642 sq. ft. 16.7% CARBON FILTER W/APPROVED LOCKING DEVICE TO TO PSO ORIGINAL SOIL SHALL BE USED AS USEABLE FILL REAR PORCH 178 sq. ft. 1.4% WOOD DECK AT N.W. DEVICE WATERTIGHT PLASTIC FRAME A COVER W/APPROVED WEIGH 60 LBS.MIN.OR SECONDARY TO PSD 13 L F.INFILTRATOR QUICK4 PLUS STANDARD LOW WOOD DECKS 67 s ft. 0.5% HOUSE CORNER 30 sq. ft. 0.3% LOCKING DEVICE TO WEIGH 60 LBS.MIN. E SAFETY LIDS/DEVICES TO BE PROVIDED TO PSD PROFILE CHAMBER LEACHING SYSTEM q' REAR PORCH 178 sq. ft. 1.8% 2/18/24 SCDHS COMMENTS SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED 12124 SCDHS COMMENTS PLASTIC VALVE BOX INSTALLED CELLAR ENTRANCE 31 sq. ft. 0.2% CLEANOUT 7 VENT TO VA UNIT VALVE BOX LFLUSH WITH GRADE FRONT PORCH 128 sq. ft. 1.3% REVISIONS F.F.EL 828 EL 52 MIN. 1:3 SLOPE MAX TO CONC. APRON do SLAB 70 sq. ft. 0.5% J4.7 EL 5.5 EL 5.5 G EL 5.2 EL 6.5 MAX MEET EX GRADE SHED 127 sq. ff. 1.3% ADJUST VALVE TO PROVIDE 5 EX GRADE ,,,-BALL VALVE EL4.7 a OUTSIDE SHOWER 20 sq. ft. 0.2% OUTSIDE SHOWER 20 s ft. 0.2% '~' ' INV.EL 285 HL MAX.AT DISTAL END INV EL 3.0 z q- 6;; INVEL 5.4 INV.EL 2.8 (5 DISTAL HEAD HEIGHT) � SHED 127 sq. ft. 1.0% TOTAL EXISTING 2,125 sq. ft. 21.6% INV,EL 13EL 4.0 EL 27 TOTAL EXISTING 2,263 sq. ft. 17.5% INV.EL 29 4'SANITARY WASTE PIPE INV.EL 26 1 1/4'PVC SCH.40 8' INSTALL LONG P/O HOUSE TO BE REMOVED -54 sq. ff. 4'SANITARY WASTE PIPE PITCH 118 INCH PER FOOT SANITARY FORCE MAIN INV.EL 4.3 ENDCAP SWEEP FITTING P/O HOUSE TO BE REMOVED -54 sq. ft. p PITCH 1/4 INCH PER FOOT 7(7 MIN.) z UNDERLYING ORIGINAL SOIL TO BE PROP. PORCH EXTENSION 46 sq. ft. SLOPE FORCE MAIN TOWARDS N --EXCAVATED TO ACCEPTABLE 'SP'OR'SW PROP. PORCH EXTENSION 46 sq. ft. 15(10'MIN) sr. 5'MIN. TREATMENT TANK EL 2.0 HIGHEST EXPECTED GROUNDWATER ELEV. SOIL WITH A 1-5 MPI PERCOLATION RATE TOTAL PROPOSED 2,117 sq. ft. 21.6% -� ------ 8LN�---------- -- - ---------------------- --- --- TOTAL PROPOSED 2,255 sq. ft. 17.4% P ED HYD_O ACTION PROVIDE 54 CF OF CONC. PROVIDE 18 CF OF CONC. f AN-500C VA OWTS BALLAST FOR BUOYANCY BALLAST FOR BUOYANCY POLYLOK 3017--20H6 2Q' S.C.T.M.:DIST.1000 SEC.26 BLK. 1 LOT 17.1 HYDRO ACTION 141 GALLON PUMP TAW WITH SET DISCHARGE PUMP FLOATS TO 12'PEA GRAVEL BASE ROUND SEPTIC VALVE BOX PROPOSED SHALLOW PRESSURIZED DRAINFIELD a1rzHPHYDROMAncHE20-51EFFLUENT 0R/�0`�DEQt'A'- Condon Engineering, P.C. MCNAIRY RESIDENCE PROVIDE 32 GALJDOSE MAX TO PSD PUMP OR APPROVED EQUAL SANITARY SEPTIC SYSTEM PROFILE NOS Scale:AS SHOWN HYDRO-ACTION AN-500C DETAIL PSD AM NOT TO SCALE BY A MAINTENANCE AGREEMENT. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Eduption 2440 VILLAGE LANE (SEE ADDITIONAL DETAILS ON SHEET 2) Law,Article 145,Section 7209,for any person unless acting under the direction of a ice sed 1755 Sigsbee Road O Professional E neer,Arctttlect,or Drawn by JJC Mattituck, New York 11952 ORIENT NY Engineer, Surveyor,to alter arty item in any way.B an item bearing the seal of an Engineer,Architect,or Land Surveyor's altered,the alering Engineer,Architect,or n Land Surveyor shall affix to the item hbftw seal and the notarm'Altered by followed by hmw (631)298-1986(631)298-2651 fax SANITARYSEPTIC SYSTEM PROFILE signature and the date of such alterations,and a specific description of the alteration. Date:10/30/2023 www.condonengineering.com SANITARY PLAN 2 MODEi NO. PRINT/PART NO. PART DESCRIPTION REV DATE PRINT/PART NO. PART DESCRIPTION REV DATE 0241 PUMPG COMPRESSER POWER CIRCUIT120105 HA- BASIN,RIBBED 141 GALLON PUMP TANK UNASSEMBLED 000 5/26/2020 AKP20030 BASIN RIB 24 X 72 005 117/19/2019 �' 047 "� a wx M1 ex PAGE 0241 • • • I RT�mx — PAK�6 13 x SPRAY 1 • ,.,, ,,,,, PUMP> Nto N MOTOR PUMP RATINGS: • 024J�� 3/4HP 0 115V (6)INSERTS ON A h",c CB2 h"x M2 CSR 6 LOOPs hl G 15.0 F.L.A. 027 3/4 in (6) 3/16 in B.G —1 ax RECIRC UMP RATINGS: n wff PUMP 3/4HP 0 115V t N MOTOR 15.0 F.L.A. O O 022 3/4 in ,� 1 G • 000 $ . , , ' .24 C-- M3 ff IT °L1 B1C 12 81C t� U MIXER UMP RATINGS: PUMP 3/4HP 0 115V N MOTOR 15.0 F.L.A. •� "hrr -a CB4 rl G ( N •070 CI COMP COMP. RATINGS: tJ AKP10546 132 m h.nr N MOTOR 1/4HP 0 115V 5.4 F.L.A. D GASKET PACK D £ 1 (INCLUDED with LID) £ �` NOTE: ALL MOTORS Z z E PLC CONTROL PANEL rD MUST HAVE INTERNAL $ � W/HP80 COMPRESSOR V' OVERLOAD PROTECTION. 15 5 ow LR1-Q1 Mu M1 .Hr N-t 15 14 3 ® ® C ow LR1-Q2 r.« T4EaRC "NT _ ® ® ® 11 :E m N V- � ®0 a our LR1-Q3 M3 a =RUNNING r $ r ® ® h40 -D 2 G IXER RUNNING aw .nr 0 8 7 ® ® LR1-Q4 LR1 0 m 4 ® ® m B �" 16 PLC INPUT m 12 6 � eu, AS-1 Pm 7 ® ® 5 6 h� RUN AUD. 0 10 -9 D ALARM D ® ® D MULE am71� 12 72 1/8 in HWA 14 N. ® 64 63 a" TEST ALARM D 11 ® O D ° LIGHT D O ® D ® A own euc z ® z C o C -*I 2 B ENABLE D /]/ 4 ® ® ham„ 1 2 it PLC INPUT c� \N 1w] C 47 C_ 6 OVERRIDE z 40 B11 3 OL 4 CSR 12 PLC INPUT r 6L1 <14 14 PLC INPUT 9 10 9 1/2 in TIME DOSE 0 TAN 17 PLC INPUT BILL OF MATERIALS 811 DEMAND BILL OF MATERIALS BILL OF MATERIALS ITEM P/N DESCRIPTION QTY. SPRAY 0 TAN 18 PLC INPUT rum QTY IPARTNUMBER DESOZWIION HEM Qw PARTN(JMBm DESGUPRON 29 3/4 in HA-180056-R TANK, AN500 245 NITROGEN REDUCTION REMOTE 1 NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. 1 1 AKP20030 BA9NRI624x72 9 1 100151 PUMP EF LUErTMID-SUCIRHPsm A 180055 TANK, AN500 245 PRETREATMENT 1 MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. z 3 AKR240056 GRONMET,1.25ADAPr-A-IM 10 2 12DD44 SWITCH.FLOAT MM2sMICRO-MASTER B 130002 KIT, SNG 2 TANK CONNECTING STANDARD 1 W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL W1 3 1 100025 PIPE,4-Sdh40PVC 11 1 7=12 AnwrBz MAIE1-1/4- BOM C 100111 ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN500/AN600 1 REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. 4 1 AKR240059 GROMMET,4.00ADAPr-A-FLEXSom 12 2 240042 QAMPS NO.241-1/1&2 WITH CIAMP FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. 5 1 700034 PIPE,11/4-SCH8000NDU 3T 13 1 AKMI90 RotorooldCwa24Solid TEEM QTY PART NUMBER DESCRIPTION D AN500-P AN500 W PLATFORM COMPLETE 1 CHANGES TOLERANCES DRAWN BY DATE 1 6 AKRIO130 i/4-20 Aluminum Insert/open Ends E EC50-30-L100-PLC EC50-30-L-100-PLC 1 F DECIMALS G BARRICK 11/3/% SCHEMATIC, ELECTRICAL E .loot-*.005 6 1 100028 CAP,HUB 6"PVC SDR 14 1 702014 PIPE,1 1/ 40 PRBSl1RE 50" D .7oc=t.010 MAIERIAI SPEICIFICAl10N: 7 1 7020054 Hl,901 1/4"SOi 40 PVC SXS 15 1 702D14 PIPE,1 1/4"SCH 40 PVC PRL3SUItE 24' FRACTIONAL SCALE PART NO. 8 1 702001 UNION,1 1/4"SCH 40 PVC Sl6 X/X=t.//64 DRAWN BY MA SIGNATURE DRAWN BY MATERIAL SIGNATURE SEri1C PRffiCffiCTSINC B ANGLES AS NOTED 120105 TCT polyethylene + - 0.125 UNLESS SPECIFIED OTHERWISE TCT Polyethylene 11+/-0.125 UNLESS SPECIFIED OTHERWISE A x_*ES FULL • •. AN500 245 NITROGEN REDUCTION SYSTEM REMOTE DRAW" BY-AA+WS APPROVED BY: SIGNATURE DAB: REV. PART# hyci�.»�tioA 10/19/17 000 HA-180056-R INFILTRATOR WATER TECHNOLOGIES INFILTRATOR WATER TECHNOLOGIES FLUSHING MECHANISM AND QUICK4 PLUS STANDARD LOW PROFILE CHAMBER INSPECTION PORT WITH VALVE BOX PRODUCT SPECIFICATIONS TYPICAL DETAIL (NOT TO SCALE) TOP VIEW (NOT TO SCALE) QUICK4 PLUS ALL-IN-ONE END CAP PLASTIC VALVE BOX INSTALLED 53 -10.4" EFFECTIVE LENGTH* MONITORING PORT, 4" PVC FLUSH WITH GRADE 0 8„ bye �II�IaFFZZTI I�Il�ll- INSULATE BOX 3.3" INVERT 18 AS NECESSARY _ — — 1'— 13.3" 0 0 = o o _ o o o o - QUICK4 PLUS END CAP I� PVC FEMALE ADAPTOR WITH A �--4.5" EFFECTIVE LENGTH* MALE THREADED CAP — - 8„ o I _ 18 —I NOTE: INSTALL LONG INSPECTION PORT 3.3» INVERT 1� �'1 6" ---� ��'—' �� SWEEP FITTING INFILTRATOR` INFILTRATOR WATER TECHNOLOGIES INFILTRATOR CHAMBER ENDCAP 4 Business Park Rd.Old SaybrooK CT MA75 (ANY MODEL) (800)221.4436 SIDE VIEW END VIEW FLUSHING MECHANISM AND INSPECTION PORT WITH VALVE BOX 48" TYPICAL DETAIL (EFFECTIVE LENGTH) 8„ .nor To scx Drawn by CTSChecked � 07 08 201 REVISIONS ... ... INFILTRATOR' by DFH sheet 1 of 1 INFILTRATOR WATER TECHNOLOGIES 4 Business Park k Rd.Old Saybrook,CT%475 PROTECT FRENCH DRAIN W III 6 OZ. HEALTH DEPARTMENT APPROVAL STAMP (800)221-a436 (MIN.)NONWOVEN GEOTEXTLE(FILTER 4'-0' QUICK4 PLUS STANDARD FABRIC)MRAFI 140N OR AN APPROVED SEED OR SOD LOW PROFILE CHAMBER EQUAL UNTIL LANDSCAPING AND GRASS PRODUCT SPECIFICATIONS IS ESTABLISHED. 10 'ALL VIEWS=INSTALLED LENGTHS - - - `= `- 1 PVC Plans are prepared by Condon Engineering,P.C. R is a violation of the New York State Education Drawn by E.A I v. Date: 02 08 201 4•MAx _ SAItDY TQI OIL; _ _''.,:: PERFORATED PIPE Article 145,Section 7209,for any person unless acfirng under the direction of a rioensed srak NOT TO sCa checked by sheet 1 of 1 = - - Professional F_ng'Ineer,Architect or Lard Surveyor,to alter item If an item �Y• ��Y• beaft the seal of an Engineer,Ad*ct,or Land Surveyor is altered,the altering Engineer,Architect or Land Surveyor shall affix to the here hisfherseal and the notation"Altered by'followed by hisfher signature and the date of such alterations,and a specific description of the alteration. S.C.T.M.:DIST. 1000 SEC,26 BLK. 1 LOT 17.1 WRAP WITH 6 OZ-(MIN.)NONWOVEN GEOTEXTILE(FILTER FABRIC)MIRAFI 140N OR AN APPROVED EQUAL Scale:AS SHOWN Condon Engineering, P.C. MCNAIRY RESIDENCE "CLASS I OR 1t MATERIAL PLACED 2440 VILLAGE LANE AND COMPACTED IN ACCORDANCE Drawn by.JJC 1755 Sigsbee Road EXCNIATE THROUGH BOG AND CLAY INTO A VIRGIN �Y�Y�%�Y /i WITH ASTM D2321 IN PIPE ZONE Mattituck, New York 11952 ORIENT, NY 0 F srRATA OF:SAND AND GRAVEL Bacta=lu.uvrrH FRENCH DRAIN DETAIL Date:10/30/2023 (631)298-1986 (631)298-2651 fax Adak SUITABLE POROUS SAND AND GRAVEL MATERIAL wwy.condonengineering.com SANITARY PLAN I