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1000-21.-1-26.1
OFFICE LOCATION: ®� ®U��®� MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) CIO Tele hone: 631 765-1938 Southold, NY 11971 � ® �® � P C®UNTY,N LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date June 3, 2024 Re: LWRP Coastal Consistency Review for ZBA File ROCKY BLUFF, LLC; #7872 SCTM# 1000-21.-1-26.1 ROCKY BLUFF, LLC; RICHARD REISMAN AND DANA REED #7872 - Request for a Variances from Article XXII, Section-116A(1) and the Building Inspector's September 11, 20237 Revised March 11, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling at; 1) proposed construction is located less than the code required 100 feet from the top of the bluff; located at: 645 Rosenberg Road (Adj. to. Long Island Sound), East Marion, NY. SCTM#1000-21-1- 26.1. 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 CONSISTENT with the LWRP policies. .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 BOARD MEMBERS �F SOU Southold Town Hall Leslie Kanes Weisman, Chairperson O�� lyol 53095 Main Road•P.O. Box 1179 Patricia Acampora O Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. N Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) COU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD November 15, 2023 Tel. (631) 765-1809 Mark Terry, Assistant Town Planning Director E C E I V E LWRP Coordinator Planning Board Office NOV 14 2023 Town of Southold Town Hall Annex Southold i own Southold, NY 11971 Planning Board Re: ZBA File Ref. No. # 7872—Rocky Bluff LLC Dear Mark: We have received an application to merge two adjacent lots and 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: Berg Design Architecture, last dated October 16, 2023 Public Hearing Date:February 1, 2024 k. 1 FORM NO. 3 TOWN OF SOUTH OLD OLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 11, 2023 TO: Rocky Bluff LLC 20 E 9th St 12K New York, NY 10003 Please take notice that your application dated August 4, 2023: For permit to: merge two adjacent lots and construct additions and alterations to an existing single-family dwelling at: Location of property: 645 Rosenberg Road, East Marion,NY County Tax Map No. 1000—Section 21 Block 1 'Lot 26.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this 59,582 sq ft parcel (buildable area 34,633 sq ft) in the Residential R-40, is not permitted pursuant to Article XXII Section 280-116A(1) which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The survey shows all of the proposed construction to be within 100 feet from top of bluff. In addition, contingent to the approval of the proposed construction within 100 feet from top of bluff, the proposed lot line change to merge tax map# 1000-21.-1-26.1 to the eastern adjacent lot tax map # 1000-21.4-1 2 is not permitted pursuant Section 280 Attachment 3 Bulk Schedule for Residential Districts R-40 which requires a newly created lot to have a lot width of 150 linear feet. The proposed merger will have less than the required lot width D A orized Signaturij Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, ZBA SOUTHOLD TOWN ZONING BOARD OF APPEALS OFFICE CHECK LIST Please submit the following in NINE Sets collated into separate packets,with ORIGINAL signed set and Check for filing fee clipped on top: CURRENT NOTICE OF DISAPPROVAL(for area variance, use variance,and waiver of lot merger applications) Note: Special Exception Permit applications come directly to the ZBA and do not require a Notice of Disapproval) 1.Application(2 pages) Attached(plus 4 page addendum) 2.Project description Form Attached 3.Questionnaire Attached 4. Pre-CO's,CO's,all prior ZBA decisions CO Vs Z6799&36942 5.AG Data Form,all applications.If not AG answer 1-8 Attached S.Short EAF Form(4 pgs) Attached 7.Owner's Consent Attached 8.Transactional Owner and Agent Attached 9.LWRP Form,all applications.If not waterfront complete first two pages Attached 10.Photos Attached 11.New Survey Attached 12.Building Plans Attached 13.Town Property Card Attached **CHECK is payable to TOWN OF SOUTHOLD: call 765-1809 1 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. 645 Street Rosenburg Road(Fire Road#3) Hamlet East Marion SCTM 1000 Section: 21 Block: 1 Lot(s)26.1 & 1.2 Lot Size: Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 9/11/23 BASED ON SURVEY/SITE PLAN DATED 7/17/23 Owner(s): Rocky Bluff LLQ Richard Reisman & Dana Reed Mailing Address: 20 East 9th Street,Apt. 12K, New York, NY 10003 Telephone: 917-494-8822 Fax: Email:rreisman@teleshuttle.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 0 Owner( ) Other: Address: 1319 North Sea Road, Southampton, NY 11968 Telephone: 631-283-6360 Fax: 631-283-6136 Email:rherrmann@enconsultants.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (4 Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 7/17/23 and DENIED AN APPLICATION DATED 8/4/23 FOR: Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction (�Other: Lot Merger Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XXII / IV Section: 280-116 / 280-18 Subsection:A(1) / Bulk Schedule Type of Appeal. An Appeal is made for: 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, (0 has not been made at any time with respect to this property, 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: See attached addendum. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: See attached addendum. 5. Has the alleged difficulty been self created? {vj Yes,or M No Why: Type text here See attached addendum. • Are there any Covenants or Restrictions concerning this land? L4 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 reque rior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)yea to ms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIAN E WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signature of AAicanruthorized Agent (Agent must submit written Authorization from Owner) Robert E. Herrmann Sworn to before me this 3rd day Coastal Management Specialist of N vember , 2023 j; IM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK oary lic COMMISSION NO , 5a15931 QUALIFIED IN SUFFOLK CO�JNTY EXPIRES AUGUST 2 . 20__ ROCKY BLUFF LLC RICHARD REISMAN & DANA REED 645 ROSENBURG ROAD (FIRE ROAD #3) EAST MARION, NY SCTM#1000-21-1-26.1 & #1000-21-1-1.2 1. Relief is requested for the construction of additions and alterations to an existing single family dwelling, including a second floor dormer and roof deck addition, located a minimum of 37 feet from the top of bluff where 100 feet is required pursuant to §280-116(A)(1). Relief is also requested from §280-18 (Attachment 3, Bulk Schedule) for the creation of a new parcel having a minimum lot width of 30 feet where 150 feet is required in an R-40 zoning district. Granting of the requested bluff setback relief will not produce an undesirable change in the character of the neighborhood. Virtually all of the surrounding properties in the neighborhood (and adjacent Soundfront neighborhoods) are characterized by dwelling structures set back significantly less than 100 feet from the bluff due to their having been developed prior to the adoption of the minimum required bluff setback. The applicant's dwelling,-for example, was constructed pursuant to Building Permit No. 7767Z, which in 1975 permitted the existing dwelling to be constructed with a shore- perpendicular setback of 40 feet from the bluff, a setback that remains in place today. (Whereas the top of bluff angles slightly landward to the west,the 1975 permit sketch depicts the bluff as linear and parallel to the dwelling, see images below). WOOD ' )v•• cR2 .9 WELL c4. /, •�i. ,•%e:. vrr 7 Because the additions located nearest the bluff, i.e., the second floor former and roof deck additions, will be constructed within the footprint of the existing dwelling, the project will maintain the same permitted/legally preexisting bluff setbacks, with no additional encroachments. Other additions and alterations are proposed over or adjacent to the landward side of the welling, farther from the bluff. --_. Robert E. RblTmann Sworn to before me this 3`d day of November, 2023 No ary is KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK 1lPage COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST Z.. Additions to several surrounding dwellings have been granted similar relief, including those located on both adjacent properties to the west and east. Most recent and similar to the applicant's proposal, for example, was the second floor addition on the easterly adjacent property, which in 2019 was granted relief to maintain the same minimum bluff setback of 37 feet(Case No. 7301). Additionally, in 1992, relief for a 58-foot bluff setback was granted for additions to a dwelling located 28 feet from the bluff on the westerly adjacent property(Case No. 4090); and in 1988, relief was granted for a deck addition 30 feet from the bluff two properties to the east (Case No. 3737). Therefore, with respect to bluff setback, the renovated dwelling will be consistent in character both with the existing dwelling and with the surrounding dwellings in the neighborhood. For the same reasons and because the subject and adjacent dwellings are separated from one another by significant distance and/or vegetative screening, granting of the relief,also will not cause a detriment to these nearby properties. As described in the Board's findings of-fact and reasons for action in Case No. 7301—and similarly true here on a property that is accessed by a private right-of-way—"the proposed additions and alterations will not be visible from a public street or from adjacent properties." With respect to lot width, granting relief to merge the adjacent vacant lot with the subject lot will not cause an undesirable change in the character of the neighborhood or a detriment to nearby properties. The parcel is shaped like a "flag lot," with the 31-foot wide, 333-foot long "flag pole" portion of the lot providing access to the developed portion of the property. While the overall length of the "flag pole" would decrease to a length of approximately 242 feet as a result of the additional land area, the merger would create no changes to the parcel's width or configuration relative to"Rosenburg Road/Fire Road 3" (the private right-of-way providing access to Rocky Point Road) and no physical changes to the means of access to the property. The merger would, however, benefit the neighborhood by eliminating a single and separate parcel that could potentially be developed with another dwelling and sanitary system. It may also be noted that several nearby properties have lot widths less than 100 feet, including at least one parcel by way of variance relief,the property located two to the east,now known as SCTM No. 1000-21-1-24.1 (Case No. 1366, 1970). 2. The primary basis of the variance application is to obtain the bluff setback relief needed for renovations that would generally modernize the floor plan and increase the efficiencies of a home built in 1975 (e.g., windows, HVAC, kitchen, laundry and baths), and provide specific benefits such as a second- floor master bedroom suite facing the water(the existing master bedroom faces landward on the ground floor); a sufficiently sized bedroom on the ground floor in place of a small study presently serving as a bedroom; a renovated porch space; and an additional bathroom. Because the Building Permit issued in 1975 allowed the dwelling to be constructed in its current location entirely within the 100-foot bluff setback, it is not possible to expand the dwelling and derive these benefits without variance relief. However, the project has been designed to limit the relief necessar by maintaining the preexisting nonconforming setback. Robert E. a ann Sworn to before me this 3`1 4of ovember,2023 ubic RIM N . STEPHENS NOTARY PU,8LIIC 21Page STATE OF NEW YORX COMMISSION NO . 501593.1 OUALIFIEO IN SUFFOLK -CO'U'�NTY EXPIRES AUGUST 2 . 20Z-5 The secondary and initially unanticipated basis of the application is to obtain lot width relief needed to merge and thus incorporate the 8,550 sf area of the adjacent vacant parcel. Because the adjacent parcel does not extend to the road,the merger would not alter or impact the developed parcel's existing 31-ft minimum lot width but it would increase its buildable land area from 34,633 sf to 43,183 sf, thus increasing its maximum allowable gross floor area (GFA) from 4,697 sf to 5,259'sf. The proposed merger thereby enables GFA to be increased from 3,392 sf to 5,087 sf, as proposed, without the need ` for relief pursuant to the GFA-limiting regulations that were adopted in 2022. It should be noted that the new code after extensive design work had already been completed, 6 years after the property was purchased in separate names. The applicants, ironically, were advised to purchase the two parcels in separate titles to avoid the passive imposition of the merger they now actively seek to create. But doing so enables them to achieve their design goals with a code-compliant floor plan, so they are happy to provide the benefit to the surrounding neighborhood—and to the Town generally—of eliminating a single and separate parcel that could potentially be developed with another dwelling and sanitary system. However,the merger and consequent avoidance of a GFA variance cannot be achieved without variance relief for lot width. 3. The requested bluff setback relief of 63 feet is mathematically substantial,representing 63 percent relief from the required 100-foot bluff setback. However, the relief is not substantial in fact because it maintains and creates no further encroachment on the legally preexisting nonconforming bluff setbacks - to the dwelling location permitted by the Building Department in 1975. The requested lot width relief of 120 feet is mathematically substantial, representing 80 percent relief from the 150-foot lot width required for a newly created lot. However, the relief is not substantial in fact because it maintains the legally preexisting 31-ft lot width and creates no changes to the parcel's width or configuration relative to"Rosenburg Road." 4. The proposed project design and incorporated mitigation measures described below are intended to minimize or eliminate any potential adverse impacts on the physical and environmental conditions of the subject property and surrounding environment through their beneficial impacts on the treatment of septic waste; stormwater runoff control and recharge; and the environmental quality of groundwater and the adjacent bluff, beach, and surface waters. a. The dwelling's legally permitted, preexisting nonconforming setback from the bluff, which is well vegetated and appears to be stable,will be maintained with no new encroachments; and all construction will occur well outside the Coastal Erosion Hazard Area. b. Nearly the entire project is proposed within the existing structural footprint and thus will result in a minimal 93 sf increase in lot coverage, which would effe ively decrease from 11 percent of the existing parcel's buildable land area to 9.1 percent of t emerged/newly created parcel's buildable land area. Roberf E. ann Sworn to before me this 3`d day of ovember, 2023 KIM H . STEPHENS Notary Pubic N O T A R Y P U B L I C STATE OF NEW YORK COMMISSION ' NO . 5015931 3 Page QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 20__ c. The existing conventional septic system located less than 100 feet from the bluff will be removed and replaced with a low-nitrogen, I/A sanitary system consisting of an I/A OWTS located more than 100 feet from the top of bluff and more than 200 feet from the surface waters of Long Island Sound. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. d. To reduce the area and increase the setbacks of maintained-lawn and potentially associated chemicals from the adjacent naturally vegetated bluff; and to mitigate the potential impacts of runoff and potentially associated bluff erosion, a 10-foot vegetated wide non-turf buffer will be established with native plantings along the top of bluff. e. To further minimize potential impacts from stormwater runoff, a proposed stormwater drainage system is designed to capture and recharge roof runoff from the renovated dwelling and greywater from the proposed outdoor shower. f. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. 5. It may be argued that the difficulty in meeting the required bluff setback is self-created because it was adopted before the applicants purchased the property, and it thus may be presumed that the applicant had actual or constructive knowledge of the code requirement at the time of purchase. The difficulty in meeting the required lot width, however, is not self-created, as the proposed merger necessitating the lot width relief—despite the fact that there is no increase in the existing degree of lot width nonconformity—is proposed to avoid needing relief from the GFA-limiting regulations that were adopted after the applicant's purchase. i Robert E. mann Sworn to before me this 3`d day of November, 2023 otary Pubic KIM H , STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO , 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 1 . 201—,G 4 Page Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION APPLICANT• Rocky Bluff LLC SCTM No. 1000-21-1-26.1 &1.2 1. For Demolition of Existing Building Areas Please describe areas being removed:165 sf covered entry between dwelling and accessory garage; 313 sf screened porch; brick walkway; outdoor shower; 96 sf shed with ramp and 42 sf covered storage. II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 3.8'x 17.25; 408 sf in place of porch and covered entry Dimensions of new second floor: 13'x 57.3'2nd floor dormer; 10'x 14'2nd floor dormer; 3.8'x 17.25'over 1 st Dimensions of floor above second level: N/A floor addition; 408 sf in place Height(from existing natural grade): 24'-4" of porch and covered entry 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: 2-story dwelling with screened porch &deck; accessory garage with covered entry;shed with covered storage; and outdoor shower. Number of Floors and Changes WITH Alterations:Renovated 2-story dwelling with expanded 1st and 2nd floors and roof deck; conversion of accessory garage to attached garage with expanded upper level;and relocated shed and outdoor shower(see attached project description for additional details.) IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 3,829 sf Proposed increase of building coverage: 93 sf Square footage of your lot: 34,633 sf(existing buildable land); 43,183 sf buildable land (proposed with lot merger) Percentage of coverage of your lot by building area(lot coverage) 11% (existing); 9.1% (proposed with lot merger) 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): 5,084.7 sf For Residential lots, is project within the allowable S1g Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): Yes V.Purpose of New Construction:To modernize the floor plan and increase the efficiencies of a home built in 1975(e.g., windows, HVAC, kitchen, laundry and baths), including providing a second-floor master bedroom suite facing the water(the existing master bedroom faces landward); a sufficiently sized bedroom on the ground floor in place of a small study presently serving as a bedroom; a renovated porch; and an additional bathroom. 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 location of the existing dwelling less than 100 feet from the top of the adjacent, steeply sloped bluff on the property, from which the code requires a 100-foot setback, creates the unavoidable need for variance relief. 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. • PROJECT DESCRIPTION FOR ROCKY BLUFF LLC RICHARD REISMAN & DANA REED 645 ROSENBURG ROAD (FIRE ROAD #3) EAST MARION,NY SCTM 91000-21-1-26.1 & #1000-21-1-1.2 Construct onto existing 2-sty single family dwelling a 13' x 57.3' 2"d floor dormer addition (with 2"d floor deck) and 11' x 19' roof deck above with associated 6' x 14' stairs and landings, a 10' x 14' 2"d floor dormer addition, and a 3.8' x 17.25' 1 & 2-sty addition; demolish 313 sf screened porch and 165 sf covered entry (between dwelling and accessory garage) and construct in their place a 408 sf 2-sty addition (which attached garage); remove outdoor shower and install 4' x 7' outdoor shower; relocate 8' x 12' shed with 6' x 7' covered storage; remove brick walkway and install 4.5-ft wide masonry walkway; remove conventional septic system and install FA sanitary system with associated 2' high x 48' long concrete retaining wall; install new drinking water well; install stormwater drainage system; replace existing pervious gravel driveway; and establish 10-ft wide non-turf buffer along top of bluff to be planted with native vegetation, all as depicted on the site plan prepared by Maresca Associates Consulting Engineers, last dated November 1, 2023. 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? No 4.)If your property contains wetlands or pond areas;have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? Please confirm status of your inquiry or application with the Board of Trustees: No, Town Wetlands Permit application to be filed 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? No E. Are there any patios,concrete barriers,bulkheads or'fences that exist that are not shown on the survey that you are submitting? No 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. Certificate of Occupancy#Z6799過 H. Do you or any co-owner also own other land adjoining or close to this parcel? Yes If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. Lots 26.1 and 1.2 proposed to be merged. I. Please list present use or operations conducted at your property, and/or the proposed use See"Applicants Project Description,III" J. (ex ples:existing single family,proposed:same with garage,pool or other) 1 0 November 3, 2023 Authorized sign re Date Robert E.Herrmann Coastal Management Specialist FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy No. Z6799. . . . . . Date . . . . . . . . . . . . We*. . .9. . . . . .. 19. 7.5 THIS CERTIFIES that the building located at . AP04 1. . .aft, -Hooky- Pt . treet Map No. .x= . . . . . . . Block No. . . .Xe . . . .Lot No. . 22X. . Eaat.,:Di * Qn . .N..Y.. . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . . . . . . . �. . .��. ., 19.75. pursuant to which Building Permit No. . . 67. , dated . . . . . . . . .Mar. . 26 . . . . ., 19.75., was issued, and conforms, to all of the require. ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . .Pr5•aate. .o40. X'.amll► •dwolling. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued,to Henry. Viseardi . .Or. . . . . . . . . . .( ark. . . . . . . . . . . . . . . (owner, lessee or tenant),,, of the aforesaid building. Suffolk County Department of Health Approval Dog. . . .��!�►�. . p�r.R�. �g��� . . . . . . UNDERWRITERS CERTIFICATE No. . .p6nd . . . . . . . . . . . . I . . . . . ... . . . . . . . . . . . . . . HOUSE NUMBER . . . 450. : . . . . . Street . . t .Bd• .3. • East Xallson. . . . . . . . . . . . Jl� -r Bonding Inspector I1 . _. .. �,:b,.aLk Town of Southold Annex 5/29/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36942 Date: 5/29/2014 THIS CERTIFIES that the building ELECTRICAL Location of Property: 645 Rosenburg Rd, SCTM#: 473889 Sec/Block/Lot: 21.-1-26.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/28/2014 pursuant to which Building Permit No. 38912 dated 5/29/2014 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: Electrical Survey The certificate is issued to Les Rochers LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL.CERTIFICATE NO. 38912 05-28-2014 PLUMBERS CERTIFICATION DATED 0 Authorized Signature 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: Rocky Bluff LLC; Richard Reisman & Dana Reed 2. Address of Applicant: 20 East 9th Street, Apt. 12K, New York, NY 10003 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner:645 Rosenburg Road(Fire Road#3), East Marion 5. Description of Proposed Project:See attached project description. v 6. Location of Property:(Road and Tax map Number)1000-21-1-1.2 &26.1 7. Is the parcel within 500 feet of a farm operation? { } Yes {X} No 8. Is this parcel actively farmed? { } Yes ¢() 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 of this page if there are additional property owners) � a 11 / 3 / 2023 Signature of Applican E. Herrmann Date C&wsAAl Management Specialist Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board`will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. PROJECT DESCRIPTION FOR ROCKY BLUFF LLC RICHARD REISMAN & DANA REED 645 ROSENBURG ROAD (FIRE ROAD #3) EAST MARION, NY SCTM#1000-21-1-26.1 & #1000-21-1-1.2 Construct onto existing 2-sty single family dwelling a 13' x 57.3' 2nd floor dormer addition (with 2"d floor deck) and I x 19' roof deck above with associated 6' x 14' stairs and landings, a 10' x 14' 2°d floor dormer addition, and a 3.8' x 17.25'1 & 2-sty addition; demolish 313 sf screened porch and 165 sf covered entry (between dwelling and accessory garage) and construct in their place a 408 sf 2-sty addition (which attached garage); remove outdoor shower and install 4' x 7' outdoor shower; relocate 8' x 12' shed with 6' x 7' covered storage; remove brick walkway and install 4.5-ft wide masonry walkway; remove conventional septic system and install I/A sanitary system with associated 2' high x 48' long concrete retaining wall; install new drinking water well; install stormwater drainage system; replace existing pervious gravel driveway; and establish 10-ft wide non-turf buffer along top of bluff to be planted with native vegetation, all as depicted on the site plan prepared by Maresca Associates Consulting Engineers, last dated November 1, 2023. Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) Richard Reisman, Member 20 East 9th St., Apt. 12K I, Rocky Bluff LLC residing at (Print property owner's name) (Mailing Address) New York, NY 10003 do hereby authorize (Agent) En-Consultants to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) Richard Reisman, Member Rocky Bluff LLC (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics probibits 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. Richard Reisman,Member YOUR NAME : Rocky Bluff 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 ownership of(or employment by)a corporation in whi h the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of 20 2-3 Signature Rich rd Reisman,Member Print Name Rocky Bluff LLC f AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Herrrmann, Robert E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance XX Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO XX 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 r�. Submitted this 3rd ' of:November2023 Signature Kj Print Name Robert E. Herrmann r , 6I Z20 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: Rocky Bluff LLC Renovations&Merger Project Location(describe,and attach a location map): 645 Rosenburg Road (Fire Road#3), East Marion, SCTM#1000-21-1-26.1 & 1.2, located on side of Rosenburg Road (aka Fire Road#3)(map provided). Brief Description of Proposed Action: Construct onto existing 2-sty single family dwelling a 13'x 57.3'2nd floor dormer addition(with 2nd floor deck)and 11'x 19' roof deck above with associated 6'x 14'stairs and landings, a 10'x 14'2nd floor dormer addition, and a 3.8'x 17.25' 1'&2-sty addition;demolish 313 sf screened porch and 165 sf covered entry(between dwelling and accessory garage)and construct in their place a 408 sf 2-sty addition(which attaches garage); remove outdoor shower and install 4'x 7'outdoor shower; relocate 8'x 12'shed with 6'x T covered storage; remove brick walkway and install 4.5-ft wide masonry walkway; remove conventional septic system and install I/A sanitary system with associated 2' high x 48' long concrete retaining wall; install new drinking water well; install stormwater drainage system; replace existing pervious gravel driveway;and establish 10-ft wide non-turf buffer along top of bluff to be planted with native vegetation, all as depicted on the site plan prepared by Maresca Associates Consulting Engineers, last dated November 1, 2023. Name of Applicant or Sponsor: Telephone: 917-494-8822 Rocky Bluff LLC; Richard Reisman & Dana Reed E-Mail: rreisman@teleshuttle.com Address: 20 East 9th Street, Apt. 12K City/PO: State: Zip Code: New York NY 10003 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 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: 3.a.Total acreage of the site of the proposed action? 1.37 acres b.Total acreage to be physically disturbed? 13,987 sf acres c.Total acreage(project site and any contiguous properties)owned 1.37 or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial D/Residential(suburban) ❑Forest ❑ Agriculture VAquatic ❑ Other(specify): ❑Parkland Page 1 of 4 r s 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 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? 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: 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? 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? 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 lr Wetland ❑ Urban 9 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 Pdge 2 of 4 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? IfYes,describe: I AFFIRM THAT THE INFO ATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Robe errmann November 3, 2023 Applicant/sponsor name: I na ement Specialist, En-Consultants Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1 , All applicants for permits*,including Town'of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard,Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 1 If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Cferk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 21 - 1 _ 26.1& 1.2 PROJECT NAME Rocky-Bluff LLC 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: Construct onto existing 2-sty single family dwelling a 13'x 57.3'2nd floor dormer addition(with 2nd floor deck)and I F x 19'roof deck above with associated 6'x 14'stairs and landings,a 10'x 14'2nd floor dormer addition,and a 3.8'x 17.25' 1 &2-sty addition;demolish 313 sf screened porch.and 165 sf covered entry(between dwelling and accessory garage)and construct in their place a 408 sf 2-sty addition(which attaches garage);remove outdoor shower and install 4'x 7'outdoor shower;relocate 8'x 12'shed with 6'x 7'covered storage;remove brick walkway and install 4.5-ft wide masonry walkway;remove conventional septic system and install I/A sanitary system with associated 2'high x 48'long concrete retaining wall; install new drinking water well;install stormwater drainage system; replace existing pervious gravel driveway;and establish 10-ft wide non-turf buffer along top of bluff to be planted with native vegetation,all as depicted on the site plan prepared by Maresca Associates Consulting Engineers,last dated November 1,2023. Location of action:645 Rosenburg Road(Fire Road#3),East Marion Site acreage: 1.17 acres existing; 1.37 proposed,with merger Present land use: Residential,two-story,single family dwelling with detached garage 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: Rocky Bluff LLC;Richard Reisman&Dana Reed (b) Mailing address: 20 East 9th Street,Apt. 12K New York,NY, 10003 (c) Telephone number: Area Code 917-494-8822 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C.,Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑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 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 V\J 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 will be situated no closer than the legally preexisting bluff setback,which was originally permitted by the Town Building Department in 1975,prior to adoption of the required 100-foot bluff setback;and the existing dwelling and proposed renovations are located well landward of the Coastal Erosion Hazard Area and outside the FEMA-regulated flood zone. Attach additional sheets if necessary Policy 5. Protect and improve,water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable -SEE ATTACHED ADDENDUM- Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town.of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR ROCKY BLUFF LLC RICHARD REISMAN & DANA REED 645 ROSENBURG ROAD (FIRE ROAD #3) EAST MARION, NY SCTM#1000-21-1-26.1 & #1000-21-1-1. Policies 4, 5, and 6 Consistent with the LWRP Policy 5 and 6, the proposed project design and incorporated mitigation measures described below are intended to protect and improve water quality, and to protect and restore the quality and function of the adjacent bluff/shoreline/tidal wetland ecosystem through beneficial impacts on the treatment of septic waste; stormwater runoff control and recharge; and the environmental quality of groundwater and the adjacent bluff, beach, and surface waters. 1. The dwelling's legally permitted, preexisting nonconforming setback from the bluff, which is well vegetated and appears to be stable, will be maintained with no new encroachments; and all construction will occur well outside the Coastal Erosion Hazard Area. 2. Nearly the entire project is proposed within the existing structural footprint and thus will result in a minimal 93 sf increase in lot coverage, which would effectively decrease from 11 percent of the existing parcel's buildable land to 9.1 percent of the merged or newly created parcel's buildable land. 3. The existing conventional septic system located less than 100 feet from the bluff will be removed and replaced with a low-nitrogen, I/A sanitary system consisting of an I/A OWTS located more than 100 feet from the top of bluff and more than 200 feet from the surface waters of Long Island Sound. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. 4. To reduce the area and increase the setbacks of maintained lawn and potentially associated chemicals from the adjacent naturally vegetated bluff; and mitigate the potential impacts of runoff and potentially associated bluff erosion, a 10-foot vegetated wide non-turf buffer will be established with native plantings along the top of bluff. 5. To further minimize potential impacts from stormwater runoff, a proposed stormwater drainage system is designed to capture and recharge roof runoff from the renovated dwelling and greywater from the proposed outdoor shower. — 6. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. i - SEE ATTACHED ADDENDUM- Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold.'See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable J 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 n 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. ElYes ElNo ® 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 7 TITLECoastal Management Specialist DATENov. 3,2023 Robert E. e n Amended on 811105 uulcK�y.esti ate aistance'. 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' �" Long Beach W { \ Cleves Pt r y s Pt A mav� I �' ®lH Beach Pt J f Nay Beach Ptloo \� \ Yo ngs Pt + to pFP P ? \(\ �,1 'I�BFe 6AA0\NEAS o s•\' ,\`�. n ':< 9 ,-LH �� o �oHt ulEtiyq� �; � e� 80 `,Cornelius Pton I { � 20 q\l SaQ aINE WA f-I 1.�-1 h A I /;{ /.��1FS`v90� � � ¢ MENNADtl ry I s couwmy Gardiners Bay to r` De�ng Pt' - '\ �_ CC it OLAINO I {f Y \5 r �P �iRD 777 \\\moo \\ w�� vv 1 ' D PROPERTY RILCORD CARD OWNER N STREET VILLAGE SUB. LOTCD r cn i DIST. -ORMER'bWNER{ l 1l1 S tG�r'tL r' y N A ,'i � :.(��' . Vr S Cr�ff i' � E. A R. Ca r j d /Z r Q u Ime,0--a ��Fs�, f c �r {�3'e,� r YPE OF BUILDING � I .�:1ar t,, deg W ES. SFAS. VL. FARMCOMM. CB, -Mk '2 fv11CS. t. Value - -• �~- �..an LAND IMP. TOTAL t� DATE REMARKS � �—`------=--� w `+� 7Qf cn . io d D 1 o a I 7tf E 'Z , ,thy �fr•a f' �rfy: r c:;, L +'r.�c`at . � �;% Q, rn f , cn • 4R C _ � o r tv i U) Ln m cn 0 cn Ilubie FRONTAGE ON WAFER do oodla nd • FRONTAGE ON ROAD RLa.I•- a�- Lb �"" -f- eadowland P DEPTH •��'d ,a� Cf�'J ruse Plat BULKHEAD m �tol �a •-� ���?moo'. m N 4 r s i . � r s J TORN OF SOUTHOLD ' PROPERTY RECORD' �' NER STREET ;`��� S Sri Can- t• e-uc" V[I_LAGE DISi". SUB. LOTS r �tv1ER ACR. . �r� w 4 Ca A—f l a i-0 /?,G L �. TYPE OF BUILDING s�. SEAS. VL. C d a r _LAND FAFARM COMM- CB. MILS. Ih�1P. Mkt 1�alue TOTAL DATE REMARKS r6� j `. G. yam !`/ V. ��il 77 f: T in Er) Lot ef -------------- 1 )Ic 'land FRONTAGE ON WATER awland FRONTAGE ON ROAD DEPTH Plot - BULKHEAD 'low r ■mill ■ ■ ■ Ext. Walls Fire Place Mill Roof Recreation r��■ ■ ! � r ■■�■ ■fir ■ ■■r ■ • • : Dormer , • .Jp ` ROCKY BLUFF LLC,645 ROSENBURG ROAD(FIRE ROAD 3),EAST MARION, Legend 645 Rosenburg Rd eh;Llrg Rd Alk- } � 4 1 i • • J Figure 1. Aerial view of subject and surrounding Soundfront dwellings accessed by Rocky Point Road. Image by Google Earth. live 77771r, w.rLAI ',• fv :% r`. k .�� fiS.9ra'.�+RdT......:':a Figure 2. Looking south from Long Island Sound shoreline toward subject bluff and dwelling. ROCKY BLUFF LLC,645 ROSENBURG ROAD(FIRE ROAD 3).EAST MARION, 3.� I d> ,y r j •f A�L R-4 f igure 3. Looking south from top of bluff at existing dwelling to be renovated and expanded on waterside of house with proposed second floor dormer addition and roof deck,maintaining existing bluff setbacks. ar' w r Figure 4. Looking north at existing dwelling to be renovated and expanded on landward side with proposed attachment of existing accessory garage(left);2-story addition in place of existing porch (center); and second floor dormer addition and I&2-story addition(right). Revisions 01-15.98 09-05-00 03-13-01 02-27-02 05-21-02 ry Asa saz w, _ 08-01-02 OB-01-03 03-02-05 08-17-05 05-17-07 06-1/-07 07-31-07 02-26-08 10-06-08 08-27-09 09-10-09 . 07-12-19 , �O L �1 LL- thismoo\ Ovi 1 tiGl -V 10 rVA,cL4.D p A•-t .-'x 5 n. 9'K • N s Nv ,` SUBDIVMION LOT NUMBERS PRECEFDED AND FOLLOWED � � rt BY A OAS.INDa A? LOTS ON MAP OF .�5 MARION G RICHARDSON NAP NO Sag �0 , - 14 23 ik 5.5A .r O, 22 14 F 14A i3 ;� •�4 --- Q- 1121.2A'.. 2 1JA •�,OPEN SPACE 11 4 yJ9 ! 14 9 15 ` \$1617 13A ,A ' •, u 8 y.41 OPEN SPACE FOR PCL.NO, SEE SEC.NO. F 7 sas in2 TA z 18 " 31-011M1.3 ` pk c `ys z• 20 MATCH 3 2O: SEE SEC.N[ _ � a 2 h; V'. IIlF85ORMPIOTlM/!!.AL.A1lTFIfi:ES L Aac wmeN ll[raLowxc oMlAc*s s,acen+Pt<e a.rs .-«-._-rrra. E AA—u M&VQ n— — 12^N4,a 121E N asra. a_J�i— p sEwea _ _._ _ wAerrwArm_ _ _ww_ _. """',,, —_— sese•r+:ew rv, (21) su.na..m .,. -�p@� ,w PROPERTY INFORMATION DRAWING LIST 645 ROSENBURG ROAD,EAST MARION,NY 11939 ADD SITE PLAN,NOTES,DRAWING LIST,ENERGY Al2 -- / SCTM NO.1000.021-01-04 LOT 26.1&LOT 12 NOTES,PLMB RISR DIA. A13 BUILDING ELEVATIONS A01 DEMOLITION PLANS A14 BUILDING ELEVATIONS ZONING INFORMATION FOR LOT28.1 A02 EXISTING ELEVATIONS&SECTIONS -A75�UItBINGSE6TIBNS- �'� / i%e• A03 FOUNDATION PLAN -A16-BUIhBINGSEOR9NS- LOT 26.1: 51.032.39 S.F. OR 1.17 ACRES(rO MHWTIE LINE) A04 FIRSTFLOORPLIW -A17-BUILDINGSEffRONS- �r LOT 26.1BUILDABLE LAND AREA 34,633 S.F. OR 0.79ACRES A05 SECOND FLOOR PLAN -MB-BUILDING-SE(YRONS- ADS ROOF PLAN NO NEW CLEARING PROPOSED A07 LOT COVERAGE CALCULATIONS: 1, -- b� j. /gyp�� �i,/%r,/ •�f �i ALLOWABLE LOT COVERAGE=20%OF AREA(34,633)X(.20)=6928.8 SF A11 STRUCTURES EXISTING PROPOSED ABBREVIATIONS �' s , E o� EXISTING DWELLING W/SCREENPORCH 2O20 S.F. - �r / i%i` i Y EXISTING DETACHED GARAGE 819 S.F. - A.C.T. ACOUSTICAL CEILING TILE D/W DISHWASHER MIN. MINIMUM SECT SECTION !a i/i / a EXISTING COVERED WALKWAY 165 S.F. - A.F.F. ABOVE FINISHED FLOOR ELEV. ELEVATOR MTD MOUNTED BHT MTL SHEET METAL DWELLING WITH ATTACHED GARAGE&PROPOSED ADDITIONS- 3019 S.F. BET BETWEEN ENCL ENCLOSURE MTL METAL SIM SIMILAR //T' SHED W/COVERED STORAGE 138 S.F. 138 S.F. BLDG. BUILDING EX'G EXISTING MW MICROWAVE SPECS SPECIFICATIONS ACCESSORY DECK 681 S.F. 681 S.F. C.H. CEILING HEIGHT GALV GALVANIZED N.T.S. NOTTO SCALE STL STEEL ^' o - EXTERIOR ROOF DECK STAIR wMNDINGS - 84 S.F. C.J. CONTROL JOINT GL. GLASS N.I.C. NOT IN CONTRACT S.M. STAINLESS STEEL �.A ///i';/;�Gj//%% `.•' 0' exonNO nal SY.woao TOTAL LO COVERAG 38295..(11.0 ) 3922 S.F.11.3% CLG. CEILING GWB, GIPSUM WALLBOARD OP'NG OPENING REF. TRASH RECEPTACLE p , .�,,;,i�'.,;/.%�,%%i/',' --•� OFCKTOREIW CMU CONCRETE MASONRY UNIT GL HEIGHT PL LAM.PLASTIC LAMINATE TYP. TYPICAL ' /r N' '/;/,y�,;/// a NEw2Np 5roRy poRNmlRopF ; .,;/' I ;v (NORTH SIDE pO Ftj GROSS FLOOR AREA CALCULATIONS: COL COLUMN H.M. HOLLOW EMAKERMETAL PTO PLYWOOD U.O.N. VINYLUNLESSC OTHERWISE ON NOTED ®�, /��/r%;,,����0a I!� ( NEW X950 Fr ROOF DECK " CONG CONCRETE ICE ICEMAKER PTO PAINTED V.C.T. VINYL COMPOSITION TILE �;/�j,'�j�/ii%.�, � '�+ ALLOWABLE GROSS FLOOR AREA= C.T. CERAMIC TILE INFO. INFORMATION R.C. REINFORCED CONCRETE W.F. VERITY IN FIELD %,4,�Z r NEWEXTE IOR WARM 4350 S.F.PLUS 7.5%OF THE LOT AREA IN EXCESS or DET. DETAILS L.C.C. LEAD COATED COPPER REF. REFRIGERATOR WD WOOD /�r i�� �(lr�� o -E' ROOF DECK_ DWGS DRAWINGS MAX MAXIMUM READ REQUIRED „ /r�)II ;l!1�l / "`' r p� U ourpooRSNowER MAX ALLOWABLE GFA-4350+(4633)'(.075)-4697.5 S.F. '�/mil / lI I EXMM 2STOW - GROSS FLOOR AREAS: PROPOSEDSF ji�/,��llj r ✓ g / / q, FFUMED pWELLQlO-65/'J DWELLING FIRST FLOOR 1714,5 S.F. 2183 S.F. r'�e°'��/ °3Ef _ - LL Nj•sour Type ORY DORM ROOF AREA COUNTED 2X FOR GFA(C.HEIGHT 1 15) 339 S.F. 560 S.F. DWELLING SECOND FLOOR 1075 S.F. 1448 S.F. GENERAL NOTES //3 t* I WORKSHOP!LAUNDRY(GARAGE FIRST FLOOR) DS.F. � 136.6 S.F. % + rare 1 GARAGE ACCESSORY EXISTING 0 S.F. - 1. THE STRUCTURAL PLANS,TO THE BEST OF OUR KNOWLEDGE,COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE STORAGEDARTA HED ABOVE GARAGEAGE - 182 S.F 2020 INTERNATIONAL RESIDENTIAL CODE ��� 'a +p74p0p0' S STORAGE (AREA ABOVE GARAGE>6'-0� 231.E S.F. 1B25-F- 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE 2020 INTERNATIONAL RESIDENTIAL CODE AND %�/E 't 45• TOTAL 3360.3 S.F. 5093.6 SF ALL APPLICABLE FEDERAL CODES,STANDARDS,REGULATIONS,AND LAWS. / ,B� i -y DE OFNEWF • LWAcf SNRAYMONa CK 3. WORK NOT INDICATED ON PART OF THE DRAWINGS BUT REASONA13LE IMPLIED TO BE SIMILAR TO THAT SHOWN AT N r-\ �:+ 6 5 NEW PAVERS ZONING INFORMATION FOR PROPOSED MERGING OF LOT 28.1 AND LOT 1.2 CORRESPONDING PLACES SHALL BE REPEATED. E%15rIN03rONE\ N 4. IF ANY CASE OF CONFLICT BETWEEN THE NOTES AND DETAILS,THE MOST RIGID REQUIREMENTS SHALL GOVERN. p,py�ypyTp., n =o LOT 26.1: 51,032.39 S.F. OR 1.17 ACRES(TO MHW TIE LINE) CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE u t �k, MRAN o`.\ O LOT 26.1 BUILDABLE LAND 34,633 S.F. OR 019 ACRES ARCHITECT. LOT 12: 8.650.00 S.F. OR 0.20ACRES 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND COORDINATE WITH ARCHITECTURAL /¢° �> �°•" N O m TOTAL PROPOSED BUILDABLE LAND AREA:: 43,193 S.F. OR 0.99 ACRES DRAWINGS,DRAWINGS FROM OTHER CONSULTANTS,PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. S ' RE,iOr IOT 6 6. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES,STRUCTURES,AND UTILITIES LINES FROM ALL DAMAGE. 12'r NO NEW CLEARING PROPOSED 7. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR E=Iw SHFDTOSE SHED 8. THIS RECORD ENGINEER PERMITS ONE BUILDING PERMIT AND ONE STRUCTURE TO BE BUILT WITH THIS SET OF s ° sO� ! `"`rY•s + •A Q LOT COVERAGE CALCULATIONS: DOCUMENTS AND SHALL NOT BE RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE DOCU ypcNlr MEWS. �NeOs\ 4 'kip 9. THE ENGINEER SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN AND SHALL NOT BE RESPONSIBLE FOR CHANGES \_ ,p ALLOWABLE LOT COVERAGE=20%OF AREA(43,163)X(20)-8636.6 SF MADE WITHOUT NOTIFICATION. t m'" �\ -'W Y vy \ ✓Y'`z 10. ALL LABOR,MATERIALS AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES,REGULATIONS,CODES STRUCTURES EXISTING PROPOSED AND ORDINANCES OF ALL FEDERAL STATE AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK, EXISTING DWELLING W/SCREENPORCH 2O26 S.F. - INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA).IT IS THE RESPONSIBILITY OF THE CONTRACTOR EXISTING DETACHED GARAGE 819 S.F. - AND ALL TRADES TO ENSURE STRICT COMPLIANCE WITH ANY REGULATIONS AND/OR RESTRICTIONS OUTLINED WITHIN / ��'•. l r`.:. o! EXISTING COVERED WALKWAY 165 S.F. - ANY SPECIAL PERMITS. f I '( LOT 6 c DWELLING WITH ATTACHED GARAGE&PROPOSED ADDITIONS- 3D19 S.F. 11, WALL SHEATHING MUST EXTEND TO TOP OF WALL PLATE AND BE NAILED OFF ON BOTH PLATES,ALL STUDS,SILLS, SHED W/COVERED STORAGE 138 S.F. 138 S.F. SHOES AND BAND JOISTS ACCORDING TO 202D INTERNATIONAL RESIDENTIAL CODE AND.GABLE ROOFS SHALL BE / ACCESSORY DECK 681 S.F. 681 S.F. STABILIZED.BY INSTALLING 2X4 BLOCKING ON 2 FOOT CENTERS BETWEEN RAFTERS AT EACH END GABLE FOR A EXTERIOR ROOF DECK STAIR WILANDINGS 0 S.F. 84 S.F. DISTANCE OF 8 FEET TOWARD THE BUILDING. '� 'a' 1 \ TOTAL LOT COVERAGE 3829 S.F.L8.8%1 3922 S.F.(9.1%) 12. ALL PLUMBING IS TO COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL PLUMBING CODE 13. ALL ELECTRIC WORK IS TO COMPLY WITH NEW YORK BOARD OF FIRE UNDERWRITERS REQUIREMENTS ELECTRICAL GROSS FLOOR AREA CALCULATIONS: CONTRACTOR SHALL FURNISH AN UNDERWRITERS CERTIFICATE TO THE OWNER, WOF H.LLOYD Y-V If J523 / n�.�-nn ,�yAA 14, PROVIDE HARD WIRED AND INTERCONNECTED SMOKE DETECTORS AS PER 2020 INTERNATIONAL RESIDENTIAL CODE .''�-�-ti '� OByyN ALLOWABLE GROSS FLOOR AREA= 15. DO NOT SCALE DRAWINGS REFER TO WRITTEN DIMENSIONS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 5100 S.F.PLUS 5%OF THE LOT AREA IN EXCESS OF 40.000 S.F.UP TO A TOTAL OF 7,100 S.F.MAX DIMENSIONS IN THE FIELD AND NOTIFY OWNER OF ANY DEVIATIONS OR ANY DIFFICULTIES IN THE LAYOUT. 16. THE INSTALLATION OF ALL PRODUCTS SHALL BE NEW AND SHALL MEET ALL MANUFACTURER'S SPECIFICATIONS. MAX ALLOWABLE GFA=6100+(3183•.OS)=6,259.155.F. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND BREAKING,COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES,PROTECTING ALL WORK DURING DEMOLITION AND CONSTRUCTION '1 I GROSS FLOOR AREAS: PROPOSED SF AGAINST STANDARDS AND GOOD PRACTICE. I a DWELLING FIRST FLOOR 1714.6 S.F. 2183 S.F. 18. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED FOR ONSITE INSPECTIONS AND COORDINATION.ENGINEER OF I AREA COUNTED 2X FOR GFA(C.HEIGHT>16) 339 S.F. 660 S.F. RECORD IS NOT RESPONSIBLE FOR SUPERVISION,INSPECTION,OR ADMINISTRATION OF THIS CONSTRUCTION DWELLING SECOND FLOOR 1075 S.F. 1448 S.F. PROJECT. WORKSHOP/LAUNDRY(GARAGE FIRST FLOOR) DS.F. 136.6 S.F. 19. GRADE APPROPRIATELY TO MEET HOUSE HEIGHT RESTRICTIONS AND PREVENT DRAINAGE FROM SLOPING TOWARD ^� GARAGE ACCESSORY OUSTING OS.F. - HOUSE.VERIFY IN FIELD ALL ELEVATIONS AND HEIGHTS. PROPOSED ATTACHED GARAGE - 574 SF 20. LOCATION OF ALL STRUCTURES ON PROPERTY IS NOT THE RESPONSIBILITY OF THE DESIGN ENGINEER.ALL SETBACK STORAGE (AREA ABOVE GARAGE>8'-0') 231.E S.F. 162 S.F. LINES AND STRUCTURE LOCATIONS SHALL BE LOCATED AND STAKED BY OTHERS. TOTAL 3360.3 S.F. 5083.6 S.F 21. ALL CONTRACTOR PROPOSED MATERIAL,FIXTURE,FITTING OR FINISH SUBSTITUTIONS TO BE PRESENTED TO BUILDING HEIGHT CALCULATIONS zz. CONNHTRRAACTORRESPON5CT FOR IBLE FOR EMERGEAL BEFORE N YWEATHERPROTECTION,STORAGESHED3ANDPLATFORMSFOR �o �! MAXIMUM BUILDING HEIGHT=3S-0' SUBCONTRACTORS,CLEANUP AND REMOVAL OF SUBCONTRACTORS TRASH AND REMOVAL OF FAULTY EQUIPMENT. S' PROPOSED BUILDING HEIGHT=24'-0' 23. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL CUSTOM MILLWORK m. 24. CONTRACTOR TO PROVIDE SAMPLES OF THE FOLLOWING FOR ARCHITECTS APPROVAL BEFORE INSTALLATION:STONE COUNTERTOPS,CABINET AND MILLWORK FINISHES,TILE FLOORING. --ee, c Ia wcKA:oau awouwos ENERGY NOTES 25. CONTRACTOR TO ALLOW FOR 6 PAINT COLORS.PAINT-3 COATS OF BENJAMIN MOORE ON PRIMED SURFACE. 26. ALL MILLWORK TO HAVE CLEAR LOW LUSTRE FINISH.CONCEAL ALL FASTENERS. 1. ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE 2020 INTERNATIONAL 27. PROVIDE&INSTALL GRAVEL&FRENCH DRAIN PIPING TO TAKE WATER FROM DOWNSPOUTS AWAY FROM BUILDING. ENERGY CONSERVATION CONSTRUCTION CODE, 2. THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE,THAT THE DRAWINGS COMPLY WITH THE 202D INTERNATIONAL ENERGY CONSERVATION CODE. 3. EXTERIOR SLIDING DOORS ABOVE V-V SHALL BE U=.4 MAX,SLIDING DOORS BELOW 81-D"SHALL BE ^ U=.36 MAX,FOLDING DOORS ABOVE 8'-W SHALL BE U=.37 MAX,FOLDING DOORS BELOW W-O'SHALL w BE U=.34 MAX, �� � N 4. ALL BUILDING MATERIALS,COMPONENTS AND ASSEMBLIES THAT ARE CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BYA VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF SITE NOTES: THE INSULATION. S. INSULATION SHALL BE INSTALLED)NAMANNERTHAT PROVIDES FORCONTINUIIYOF INSULATION 1. DOCUMENTS DO NOT INCLUDE MEANS AND METHODS FOR EXCAVATION. AT ALL PLATE LINES,RIM JOISTS AND ALL CORNERS. N .�"`• 2. ALL DEBRIS TO BE REMOVED AND CARTED AWAY IN ACCORDANCE WITH ALL APPLICABLE LAWS. -",'-• `,°. c""�` 6. ALL HOT AND COLD RESPONATER SIBILITY OFTHECAND ALL CONTRACTORUCTS SHALL SUBMIT TO THE PER CODE. �t 7. IT SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR TO SUBMITTO THE BUILDING 3. ALL DUMPSTERS TO BE LOCATED WITHIN THE BOUNDARIES OF THE PROPERTY LINERS DEFINED BY THE DEPARTMENT THESIZE,DESIG14ANDTYPE OF MECHANICAL HEATING,COOLINGAND HOT-WATER BUILDING AND ZONING CODES. iS74.01 4.0 SYSTEM THAT WILL BE USED.COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER 4. FOR REMOVAL OF EXISTING SEPTIC SYSTEM:LOCATE AND UNCOVER THE FIRST SEPTICILEACHING POOL 91•., X HEATING SHALL HAVE AMINIMUM COMBUSTION EFFICIENCY OF 76%AND SHALL HAVE STANDBY FROM THE FOUNDATION.IF LIQUID SEWAGE IS NOTED THEREIN,PUMP DRY BY LICENSED SEWAGE HAULER, SOUTH ELEVATION � O1S6a1�- '~CPA • LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM.BASED ON ACTUAL EQUIPMENT SIZE AREPEAT ND PROCEDURE FOR ALL CORBELLED DINING PART OF SANITARY SYSTEM OR FILL WITH CLEAN BACKFILLSyos�' ea0 '� & IF APPLICABLE-HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 9. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 45 DEGREES THROUGH 75 DEGREES F.FOR 1l' COMBINATION HEATING AND COOLING THERMOSTATS THE ADJUSTABLE RANGE SHALL BE BETWEEN 45 DEGREES AND 85 DEGREES F. 10. HOT WATER TEMPERATURE CONTROLS SHALL BE SET AT 140 DEGREES MAX 11. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAX OF 3 GPM AT 60 PSI WATER PRESSURE. 12. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR OF 160 TO 200 > '� CFM,FLUE TO HAVE A TIGHT SEATED DAMPER WITH AIR LEAKAGE OF 20 CFM MAX. BERGDES GN REED / REISMAN RESIDENCE SITE PLAN,NOTES,DRAWING LIST,ENERGY CODE ANALYSIS ARCHITECTURE 611BROADWAY DRALTREVIEW AUNE12t2023 DATE:OCTOBER16th,2023 A00 sUITE424 NEWYORK10012 645 ROSENBURG ROAD, EAST MARION,NEW YORK 11939 UPDAT DELEV JUNE12N,2023 SCALE:AS NOTED UPDATED ELEVATIONS JULY 111h.2023 Tel:64s48s1ssa NOT FOR CONSTRUCTION UUPDATED ADD JU PDATED ADD JULY 31 Not 2023 REFN0:249 .i UPDATEDA00 OCTOBER 10th,2023 ` SYMBOLS LEGEND NEW CONCRETE FOUNDATION WALL .. 1 WSTING WALL �piyr o FRAMING TO REMAIN aux ❑ NEWWOODFRAMED ne ar 7- WALL ROOM NUMBER tO DOOR NUMBER o[ec wauroa raw --Zf O7 WINDOW NUMBER PARTITION rvep G A000 2 ELEVATION KEY � _ al:uvu[ rr 3 II II W, AtbO SECTION KEY '1 r...i .......... .I. -. :I. ..__..........,.... .... 1.. ._... ...___. L— — _ a ' ar SMOKE 8 CPABON S� MONOXIDE DETECTOR r � E vwep -I—T..s_sIes LLL EXSTI ABOVE AREA OF EXIST.SLAB REMOVED /qpero ON GRADE TO BES GPORC/ /TBE __ a. REMOVED �_ r ------------J t— El D,a cl F_ _ I �i II ry eeac"w vs I 1SEMENT DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN C �e r----------------� ----------LI----------------LI----- II II I II II I 1x I I r 1 v II 1 --------------- -V = I n I I II I I I L—___ \ I .. 1 ------------------ LL r——— — = -- L_ _JL--- I --====________ = I I S !EECOND-0 LOOR PLAN ROOF DEMOLITION PLAN .02 C s va=ra QFh BERGDESIGN REED / REISMAN RESIDENCE DEMOLITION PLANS ARCHITECTURE 611 BROADWAY 645 ROSENBURG ROAD, EAST MARIO DRAFT REVIEW APRILI],2023 DATE:JULY31st,2023 A01 SUITE424 NEWYORK10012 N,NEW YORK 11939 DRAFT REVIEW JUNE 121h,2023 Tel:646 486 1964 UPDATED ELEVA71DNS JULY 11Ih,2023 SCALE:AS NOTED NOT FOR CONSTRUCTION UPDATED A00 JULY 19th,2023 REF NO:249 UPDATED A00 JULY 31st,2023 jI; UM .... - II �I11IiI11 i!I,III i1 I I IIII III_. Ili lii II �, � _ - .....tt:::.: I• f�� , lii I r II 11!I ,II II �I l l i I !-III QC, _ � I I I II � I II , I I, III 'I I I I a.a t I I11 1 1 1 I I I I I I R I i ! 1 ! , IIIIII ,I ! I II -!li I 'I! '.IIIIIIIIIr I I-I 11 I I ,I!lii..l l,ll+-n Mil Illu�l!.:i I1I�d1...! .II I;il III, .I I`I III�l!il l!III�•ill; 7F=�ll.. 1 L—, — — — — — —s—�—y— — — J .�,.�..�.... &IXISTING NORTH ELEVATION S ELG EAST ELEVATION stoat w--,-o �swava ,a — ....�.w Ili I .�- h•I I 11 .Ill I 'ill I Itll III ( � . ' �J I •1 i = _ .-_ �-_ -- o.......�, I II ' I I I I i I II I I III I I I pi, Ill I I II - - - - - - - � - - - - - - - - - - - � II- - - - - - L - - - - - - L -U L - - - - � 5 j EEXIS LING SOUTH ELEVATION Cl_EXISTI_G WEST ELEVATION 1a `jsc.,F,m=.a I fl 11l == - FfilIM _ - _ - 0— r7l,EXISTING BUILDING SECTION rLSTING BUILDING SECTION rZEX15 SING BUILDING SECTION �81 EXISTING BUILDING SECTION +1R G\y� °<oyrF ix �m°. o �0.02 BERGDES GN REED / REISMAN RESIDENCE EXISTING ELEVATIONS AND BUILDING SECTIONS A02 ARCHITECTURE SU E424 NE 645 ROSENBURG ROAD, EAST MARION NEW YORK 11939 DRAFT REVIEW APRIL17,2023 DATE:JULY 31 st,2023 SUITE 4 NEWYORK10012 , UPDATED TDEEw JUNE11th,2023 SCALE:AS NOTED UPDATED ELEVATIONS JULV 111h,2023 e:6464861964 NOT FOR CONSTRUCTION UPDATEDA00 JULY191h,2023 REF NO:249 UPDATED A00 JULY 31.1,2023 ` SYMBOLS LEGEND NEW CONCRETE '�— FOUNDATION WALL ` 77 FFRRAMING OREMi NEW WODO FRAMED WALL <J�V 0 ROOM NUMBER 4 1 2 3 1O DOOR NUMBER /O WINDOWNUMBER <1 — PARPTION TWE � ^ ' ____________________________________________________________________, t _—_____—_ a A000 2 ELEVATION KEY I I I I U 3 I O I I III d tll Q I 1 SETION KEY I I I I Z 10 Z Tp III Z w I A000 dU I X OS Xw X w DTE X MO DETECTOR -X I I L__J I I I I I III III � I oli I I I U U U U, I I 'III O wlil p I I 0 2 A 8 I I I BASEMENT F >I Z I; -o N ° EXIST.CRAWL SPACE F o f f I I i XX I I o tX_XO @) I to i l WX I I W D10 x wo I X I X w l j( I I I N I I s N x ry I I I I lil I I - I ------ — — _ I I r CD I - III Ln III 0- I I - I I X w Z m I L_--_ I I III wo L- _ I I X X m I I , t--------- ------------ ------------------- ----- 1`+ l i I O I r________________________ __ _ ., I U NEW CRAWL SPACE ______________ I I I W I I I I I W I I Z @� ry I V I I I o I-- -I ------------------ ----- X I :.� .... .:- :. .. - - L---- - -----------1 r N ....:: ...,.: -- III - r- ------------------------1 • I . _________ I I I I I p I NEW CRAWL SPACE ------ ------ _ ---------- - - . I I 0' 6'-tr I I 6a' ' 1a' 10' 16'-S 70' NEW FOUNDATION WALL I I I I ° o o t7•�I � 21•az I I I I I I I I I I I I I I I I I EXISTING SLAB ON GRADE I I I I I I I I I I 2 3 I I A-0 A-4 I I I I I I I I I I i I I I I I I I L--------------------------------- ------J I I L___________________________________ 4 A-4 J`�t�ou�rya v- 6 FO A O 02 OFH BERGDES GN REED / REISMAN RESIDENCE BASEMENT PLAN 611 BROADWAY A03 ARCHITECTURE SUITE424 NEWYORK10012 645 ROSENBURG ROAD,EAST MARION,NEW YORK 11939 DRAFT REVIEW APRIL17,2023 DATE:JULY 31 st,2023 DRAFT REVIEW JUNE 1Ith 2023 SCALE:AS NOTED Tel 646 466 1964 UPDATED ELEVATIONS JULV 111h,2023 NOT FOR CONSTRUCTION UPDATEDAGO JULY191h,2023 REF NO:249 UPDATED A00 JULV 31sL 2023 --- - ---- ------- -------- -- -- -- ------- ------------ ------- -- --------- SYMBOLS LEGEND -- -------- ----'— -- —---— ------ --— ----- - —"— CR NEW CONCRETE �= NEWFOUNDATIONNCR WALL _ _ ,• . EXISTING WALL M FRA NG TO REMAIN - — — — — _ G3hOD0 DECK_To REM -- NEW WOOD FRAMED WALL RO�V ------- 57-0" NEW24'DEEPWOOD 0 ROOM NUMBER --------- BRISE-SOLEIL ABOVE 1 —___--_-- t tO DOOR NUMBER -- ---- —_—— _ ___-- -- _ ____ _ ___ _ __ __ _ NEW SLIDING DOORS IN _m-___—___�_----_—_ __ _ _� _� _�_ —__ _�_—--__ NEW OPENING Oi WINDOW NUMBER III =-11� 1� 1�= c—===��.-_ =c =�v==—==dl�= __== _ _ <t r— PAATInON TmE [filmI \\ 111A ——————— ". t uLv IIIIII IIII pII IIIIII 70 lase I I O I I NW`. GbOORS INE 2 ELEVATIDNKEY IIIII IIII NEWOPENINc 1niB� PRIMARY BEDROOM 1118 mA � -- _ o III II II III II II I —— IIIIIIIIII Ao00 SECTION "� II I I --Imr-- SMOKE&CARBON I I LIV NG ROO I I 11 L 0 MONOXIDE DEFECTOR - --- ---- - - — —I+ — _DINING ROOM _ >UL I I © I I toe •III I I I I ,III �2 I I I NEW42"HIGHWALL L======J I I II I DESK a`tl EXISTING BILCO DOOR TO I I I 0 2 4 B g BASEMENT TO REMAIN II II \ I I I I � I t17c PAN 111D SHELVING — / STAIR -- I - i \\12A/ I \113a/ �\ ® I I I CLOSET I NEWKITCHEN / I I I 106 APPLIANCES, V I 114A V - toy I FIXTURES& � 1114 \ — \\ FINISHES 0/ -._ O QhJ I 17y NEWVLOOD 07B \ / I KITCHEN 00 CLOSET I HOWE \ BATH OUTDOOR _ 1 \ 110 I� 12 I 1 5 113 SHOWER A76 UP v V NEW WOOD FRAMED O V 7754 -- ENCLOSE STAIR IN ENLARGED STAIR OPENING I I -- to � I BENCH / L / �RASFI I DW I NEW WOOD ....... _ ENTRY FOYER DECK OVER / 1o4a 1B4a \STAIR t101A/ i 42"HIGH WALL \ FRAMING_ NEW BATH / \ / \\ 102A 1NC ENCH /�\ j FIXTURES& -BACK HALL UP 1 1 I 10M\ 11y 710B itOC FINISHES 4 10 \ DEN/OFFICE o REPLAC WINDOWS IN 104C I—I rIN / UI OP NINGS / GARAGE ✓ AREA OF ADDITION h ® NEW BATH FIXTURES 8 FINISHES AREA OF ADDITION NEW WOOD FRAMED NEW WOOD ENTRY DECK CONVENIENCE STAIR UP OVER P.T.FRAMING TO STORAGE SPACE TO REPLACE EXISTING I I I I NEW I I I � DRYER , I I I I LAUNDRY/SHOP q I 103 NEW SHING MACHI E I I I I I 1 m3e I 70CA I IOAB I 103C 1030 REPLACE IM NDOWS IN EXIST.ROUGH OPENINGS Ala 233 14.5• I1•S•I t6•-0• 6 F� 80'4 QFh- BERGDES GN REED / REISMAN RESIDENCE FIRST FLOOR PLAN SU &ROADWAY DRAFT REVIEW APRIL 17.2023 A04 ' ARCHITECTURE sulreaza NEWYORK10012 645 ROSENBURG ROAD,EAST MARION,NEW YORK 11939 DATE: NOTED DRAFT D E Ew JUNE 121h,2023 SCALE:AS NOTED UPDATED ELEVATIONS JULY 1lth,2@3 e1:646 NOT FOR CONSTRUCTION UPDATED A00 JULY 16[h,2023 REF NO:249 UPDATED A00 JULY 3191.2023 SYMBOLS LEGEND NEW CONCRETE FOUNDATION WALL 2 EXISTING WALL 1 J Al2 a FRAMING TO REMAIN NEW WOOD FRAMEDOEM I I I I WALL NEW 24'DEEP WOOD BRISESOLEIL ABOVE AND ZOOM BELOW 0 ROOM NUMBER NEW IMPACT RATED 1 DOOR NUMBER WINDOWS(TVP.) NEWEXTERIOR DECKOVER ------ ————— ------- _ _rIr _———— —_—irI—_——__—_——___—_� __—_—_—— _—�_—_ten—_—____ �_ _____m--———__— m MEMBRANE Oi WINDOW NUMBER III��--116== _=__=✓4 =__—=--=_II6 =_ _ _ =36=�=— ___�__ ==di6=--= —�_ ====d16== =_=LLL�I _'F IIi — -- <,}— PARRTION TYPE IILII I II eta III II III �� 193G / 154 158 -- IIIIIIIIII ,sc a A 2 ELEVATION KEY III II III ~ ~ 1 SECTION KEYU�I A007 1 S SMOKESCARSON R' 60EY Jro / OFFICE MONOXIDE DETECTOR BELOW / F RIMARY BEDROO / 0 2 4 B NEW RAILING AT DOUBLE - � HEIGHT SPACE EXIST. EXIST. COL COL \EXIST. I 2158\\ ——FCt>L —— -r4i OkiSTINGTRIPLE2X8 �\ /\N44/ DN LAG ®\\ �/ J NEW WOOD FRAMED STAIR IN ENLARGED STAIR OPENING 0 2 \ zo5a I 2mA j I 2,7A /L-———- \ I CLOS r Ala ---- \\ I / I I // I ♦ I zt3 4 ----'-� . /CLOSE L" `J _WC ry CLOSET I [ o - 4 STORAGE J -- c I BEDROOM I STORAGE ® I BATH BATH ® i OWE PA 2a6A \ O° I 211A � O I / _ I / EXISTING SKYLIGHT NEW SECOND FLOOR FRAMED I——— ]] DORMER VOLUME WITH LOW o p® TO REMAIN —_ 2 7-7° 3'-0° 1 6'-0' 3-0' 5'-0' 1'1 3'�2 rS2 3'-0° 1 e-0° 2-7' 381 STORAGE NEW LOW SLO E STANDI G ® __ ® SEAM ROOF STORAGE Al2 29'-T' gg A'-0 tl 13'-71r2' S.� 4'-11Z' �IW 3- aFA' 3S �2 A G5�C� CyTtP 76•-7- �-02 BERGDES GN REED / REISMAN RESIDENCE SECOND FLOOR PLAN A 0 5 ARCHITECTURE fi11 BROADWAY 645 ROSENBURG ROAD, EAST MARION,NEW YORK 11939 DRAFT JAPRIL UNE17,2023 DATE:JULY31 St.2023 SUITE 4 NEW YORK 10012 UPDATED EW JUNE 11th•2023 SCALE:AS NOTED Tel:646 486 1964 UPDATED ELEVATIONS JULV 111h.202J NOT FOR CONSTRUCTION UPDATEDA00 JULYI91h,M23 REF NO:249 UPDATEDA00 JULV 31U.2023 SYMBOLSLEGEND NEW CONCRETE - FOUNDATION WALL • • -- EXISTING WALL FRAMING TO REMAIN NEWWOODFRAMED WALL <J�1/ ROOM NUMBER O DOOR NUMBER O7 WINDOWNUMBER <1 PARTITION TYPE 1 NEW LOW SLOPE DORMER 4 A000 2 ELEVATION KEY ROOF 24-DEEP WOOD BRISE-SOLEIL 3 BELOW 1 SECTION KEY / A000 / NE E INGLE PLY _. ___ --- — _ _ - LLL MEMBRANE OVER ---__.—_--- _ O NEW DORMER SMOKEBCARBON ------— _------------- --- --- -- - S ROOF MONOXIDE DETECTOR -" _NEWROOF DECK-----""— -' 0 2 a S ® cl tJ N ST DI G SEAM ME AL R OF 1 N —1 ING O R E STI G S M M TAl 00 RO FSH T NG OV NE ORM R ROOF OUTDOOR SHOWER BELOW E E NEVSTAlI01N S M ET LRO DF 0, ER IEW J EW TAN ING DOR ER 00 NEW SKYLIGHT IN S M ETA ROC F EXISTING OPENING VE EXIE rING R OF;HEA rHING/ SJ NEW LOW SLOPE DORMER ROOF N STA DIN EAM AETJ L RC DF OVE EX I TIN 1 tOOF SHE THI G NEVSTA 4DIN EAM MET—R F OVE EXI TIN IOOF SHE THI G �0.028 QSh BERGDES GN REED / REISMAN RESIDENCE ROOF PLAN ARCH TECTO RE SUI E424 NE 645 ROSENBURG ROAD, EAST MARION,NEW YORK 11939 DRAFT REVIEW APRIL17,2023 DATE:JULY31st,2023 A06 SUITE 424 NEW YORK 10012 ORAFf REVIEW JUNE 121h,2023 SCALE:AS NOTED UPDATED ELEVATIONS JULY 111h,2023 e:6464861964 NOT FOR CONSTRUCTION UPDATED AO JULY 1H1h.2023 REF NO:249 UPOATEDA00 JULY 31.1.2023 �— — 435'-0°ABOVENATURA GRADE — — — — — — — — — — — \ 101 \ o • I I QpZ% \ I ! r NEW FRAMED SECOND STORY \ ,�O°�� — —-25'-0'A�VE NATURAL GRADS _ — — — I ! DORMER VOLUME I %Z/ EXISTING MASONRY CHIMNEY BEYOND- \ TO BE REFINISHED WITH STUCCO S ,fit Z NEW W HIGH RAILING ZZ/ �\ OZ NEW WOOD FRAMED ROOF O DECK �O�1 NEW FRAMED SECOND STORY TT\ I �\SECOND FLOOR — _ I _ _ _ I y;� — — - — — DORMER VOLUME 'I NEW 2<'DEEP WOOD 'JT ] .� \\ BRISE-SOLEIL C� Lu NEW VERTICAL WOOD SIDING OT\ W NEW EXTERIOR ROOF DECK STAIRCASE ! p AO� ;�ok CEILING HEIGHT _ - - - -- - - - - Fpp\ I NEW 2a•DEEP WO00 ?y\ BM.•T-11 t? ( ' - BRISE-SOLEIL O\ NEW IMPACT RATED p / WINDOWS S DOORS(TVP.) GRADE:�Sf' - BM. — ! NEW WOOD OUTDOOR SHOWER ENCLOSURE ! ! — — — — — — — — — — — — — — — — — — — — — — 15'U'ABDVE NATDRACGRIM— — — — — — — — — — — — — ! i �,l EAST ELEVATION / \ / \ NEW STANDING SEAM t METAL ROOF OSFNG GARAGER EX I / GW\ �O0 I NOTE:RIDGE BEYOND ! / NEW SECOND FLOOR FS\j, CONFORMS TO / FRAMED DORMER TO\ SKYPLANE - - - - - - - - -25'-0°ABOVE NATURAL GRADE- - - - - - - - - - - - VOLUME - - - EXISTING CHIMNEY TO BE \ ! I REFINISHED WITH STUCCO \ _7 _CEILING HE�HT NEW EXTERIOR ROOF �yy DECK STAIRCASE JY BM..16-95/B• - - - - - - - - - .I. I I I I, '��I I i _ I 1 I, ,I�L. .I I O/ - r _ - BEYOND NEWIMPACTRATED WINOOW58 DOORS 3�G NEW BTANDING SEAM IFA a �QSJ1 O METAL ROOF OVER III a �pZOr4.P H EXISTING GARAGE / �`OOp ROOF m10 SECONDFLOOR ' - - - - - - - - - - - - - - I! �' _I 1 I BM..T-1f 1? �•T, I / I �I I `yoga naa „La „oc ��I j'• 'I' � \ OUTDO SHOWER / NEW GARAGE DOORS BEYOND \ NEW VERTICALI(OOD I �I II SIDING IGRAOE:.5B'-1 \ lid I NEW VYINDOWS IN EXISTING ROUGH I I OPENING - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — � I n SOUTH ELEVATION D2 c spuE v. I-0 v, BERGDESIGN REED / REISMAN RESIDENCE ELEVATIONS Gil• ARCHITECTURE SUI E424 NE 645 ROSENBURG ROAD, EAST MARION, NEW YORK 11939 DRAFT REVIEW JAPRIL UNE1T,202 DATE:JULY 31 st,2023 Al 3 SUITE64 NEW YORK 10012 DRAFT REVIEW JUNE 12th,2023 UPDATED ELEVATIONS JULV l 11h,2023 SCALE:AS NOTED Te1:6464861964 NOT FOR CONSTRUCTION UPOATEDA00 JULY Mh:023 REF NO:249 UPDATED A00 JULV 3W,2023 _.- ------- /- - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — —` / / \ / \ \ . � / \ 0 \ | . . ' REFINISHEDWTH STUCCO LOUVERED VENT WITH NEW FRAMED 2ND FLOOR LOUVERED VENT DORMERVOLUME-FULL /Ip� WIDTH OF EXISTING ROOF NEW SECOND FLOOR FRAMED DORMER EXISTING CHIMNEY TO BE REPLACE EXISTING BRISE-SOLEIL EXISTING ROUGH t NEW STANDING SEA S ROOF NEW VERTICAL WOOD EXISTING CHIMNEY TO BE REFINISHED WITH STUCCO RACE:-59.101 FIRST ROOR ELEV.-57-� | | ' / / / / | | | | ' ' | ( | | | | c - - - - - - - - - - - - - - - -� | i � ` / -- -- | . / -- - - - - - - - - - - - - - - - - - - -��MOVm���� - - - - - - - - - - - - - -� � | | \ / ' \ | �=�~�"FRAMEDDORMER VOLUME-FULL \ | WIDTH OF EXISTING ROOF P WITH EXTENDED ROOF EAVE ECK NEWROOFD NEW STANDING SEAM METAL I io ROOF NEWEXTERIOR STAIRCASE UP ROOF OVER EXISTING 36'HIGH DECK RAILING GARAGE ROOF BEYOND Im LID VERTICAL WOOD SIDING HORIZONTAL WOOD EXISTING OD DECK BERGDESIGN REED-It REISMAN RESIDENCE ELEVATIONS ���� � �� / ��� �=== ARCHITECTURE ��,�u s�R�B�URGR�D. ��KAR0NNBNY�K1�e� "��� ^� ��u�m*x� 14 , T��6�«��4 UPDATED ELEVATIONS JULY' "~= ��X��� ao^�.^owor� | NOT FOR X��X� ��JULY���� �Fw�mm S.C.T.M.# DISTRICT 1000 SECTION 21 BLOCK 1 LOT 1 .2 & 26. 1 a m , Of g �r v / J?Of Of LANDIM /,. f ./. do ///i/i / i// a rW+r i //i�/��d////'/�/ L.P.('� 4P / // Jai/��/i L.P.O `/ /�� LAND N/F OF ��/j//// / / �jt 1 Oe ABRAHAM ROSENBERG � / / �� 1 v` MAGGI MEG REED 1 m /�/� MICHAEL SCHUBERT 1 WELL � / ^ / /// / // k�' -/ O DWELLING W/WELL WATER 11 • /W\ sp\_I t� SEPTIC OVER 150'CAP WELL 1; FLAG POLE ;... ' \ u ELL 1 pD yyp DECK N: :}•:. '>.'...........•'......................... ;...... ii:•:;:. 1 CP CD LOT 4 / y ; ; 0 1 1 WN •'. , �, / S8 WELL '. x58.7 :......... �'. LAND N/F OF 1 GRACE B. RAYMOND _ SANITARY LOCATION N o \l� �� �^q• x56 \ VACANT POINT -A PONT'B' Wo + 1 A•'`".``:;`: SEPTIC TANK 20' 1 35.7' C �36 ?ta CESSPOOL 27.6' 26.3' O G. x56.3 S. 4P \ N FX000VERED SrORAGE •::.. O 1 VT7 1 C.P. .. ..:.'.:••:'�:: 1$°OAK •1 O LOT 5 20�1 : 2.6 MO4N2 i , :::: `:;;"TREE 1 o r L 54.0 �,F -•�,. 18"OAK CO 11 J /% $ VACANT EL528 r N ; - � oesl' 1 �s o �ELS25 l / EL503so 54 A rah / / / % EL 528'•••.• / EL Sex �•gfj, MON. LOT 6 0 LOT I in MAP OF H. LLOYD KANEV #11523 z DWELLING W/WELL WATER ELEV. 47.3 L.P WELL OVER 150' / $� PIPE MIXED SAND 2 / , / y s m y & LOAM ��� ° = '`� , .,,A QoQ c�pi ,i BROWN "I00d, P. PIPE — *WELL ML SANDY SILT 12' ' I � , PRO SM BROWN BUILDABLE AREA: LANDWARD OF CREST OF BLUFF/CEHL: 34,633 S.F. IWEL SILTY SAND 21 ' TOWN OF SOUTHOLD LOT COVERAGE f �� n PALE DWELLING W/COVERED PORCHES: 3023 S.F. or 8.73% SP BROWN FINE SHED W/COVERED STORAGE: 138 S.F. or 0.40% . LAND N/F SAND 2 rj REAR DECK: 681 S.F. or 1.96% OF 00 NICK & KOULA DAMOULAKIS BROWN TOTAL: 3802 S.F. or 11.09% DWELLING W/WELL WATER ML & SM SANDY SILT & SILTY 1-3 SAND 55 /to o SP BROWN / d FINE SAND 57' •WELL ' WATER IN 70 a SP BROWN U.P. FINE SAND 63' ,. NOV. 15, 2022 McDONALD GEOSERVICES N �? .p RIGHT OF WAYS AS RECORDED IN LIBER 7721, PG.226 PERTAIN TO PARCEL 1.2 NYSDEC COASTAL EROSION HAZARD AREA MAP 88 M LOT 26.1: 51,032.39 SQ.FT. or 1.17 ACRES (TO MHW TIE LINE) .;.�. V tO .0 SHEET 15 PHOTO No. 51-609-83 AUG. 29, 1988 LOT 1.2: 8,550.00 SQ.FT, or 0.20 ACRES AREA:59,582.39 SQ.FT. or 1.37 ACRES ELEVA77ON DA7UM: NAVD88 UNAUTHORIZED ALTERA7)ON OR ADD/770N TO THIS SURVEY/S A VIOLA 770N OF SECTION 7209 OF THE NEW YORK STA TE EDUCA 7701V LA W. COPIES OF THIS SURVEY 1 U.P. MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN N. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDINC INS7777)77ON " LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS717U770N, GUARANTEES ARE NOT TRANSFERABLE. o ' 0,::::;:'' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEOnC PURPOSE AND USE THEREFORE 7HEY ARE /s7 gi �O We NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMEN7S EASEMENTS 1` AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE AME OF SURVEY SURVEY OR DESCRIBED PROPERTY & LOTS 5 & 6 INCL. CERTIFIED TO: ROCKY BLUFF LLC; MAP OR MARION G. RICHARDSON RAM ABSTRACT LTD; FILED:DECEMBER 31, 1927 No.859 RDEL17Y NATIONAL TITLE INSURANCE -OMPANY, REVISED 06-24-23 SITUATED AT.-EAST MARION ADD UTILIITY MARK OUT DATA 12-10-22 TOWN oF:sovrHOL.D KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 10-05-16REvrsED 07-28-1 s SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 THE WATER SUPPLY, WELLS, DRYWECLS AND CESSPOOL PHONE (831)298-1588 FAX (631) 298-1588 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS FILE II116-106 SCALE: 1'=40' DATE:JUNE 21, 2016 AND OR DATA OBTAINED FROM OTHERS. N.Y.S. L/SC. N0. 050882 maintaining the records of Robert 1. Hennessy k Kenneth Y. l/oTchnk EXISTING IRRIGATION WELL TO REMAIN PROPOSED STAIRS TO ROOF DECK 645 ROSENBURG ROADEASTMAR(ON ' W/ LANDINGS,14' x 6', 84 SF ELEV. 56.0 , i ' PROPOSED 57.3' X 13', 745 SF SECOND FLOOR DORMER MIXED SAND 21 & LOAM (INCLUDES 2ND FL DECK) IN GREEN a PROPOSED 10' WIDE NON-TURF BUFFER / -' '% w/ 1 V X 19', 209 SF ROOF DECK ABOVE IN BLUE BROWN TO BE VEGETATED WITH NATIVE PLANTINGS '' '" -" ' �'� � � ; , , ;'®- EXISTING OUTDOOR SHOWER TO BE REMOVED ML SANDY SILT / 12' �� %; '-' ' ' -"tii''i '''';' - _. __.-... .•..- - ._ PROPOSED 4' x 7" OUTDOOR SHOWER, 28 FT i'It WOOD LANDING OVER GRAVEL BASE, PIPED TO PROPOSED DRAINAGE STRUCTURE SM BROWN Ruth Oliva Preserve i"%%"'�� - %-'% SILTY SAND a ;' lo.sE ` . EXISTING NEIGHBORING WELL n""P°"° EXISTING 2-STORY 3-BEDROOM RESIDENCE (SET ON / ; ' qOb ; ' 60.5' 21 A PARTIAL FULL BASEMENT/PARTIAL CRAWL_ SPACE) Old r ' J 815 ROSENBURG ROAD S honlhou,e PZ14, TO BE RENOVATED ON INTERIOR W/1 ADDITIONAL PALE _{ _ SCTM# 1000-021.00-01.00-025.001 SP BROWN FINE SCDHS-DEFINED BEDROOM I-FE 57.E �'� /' ' '"'' ''''��,' ' ' ' ' 'i' '5' _ ASSUMED SHALLOW WELL- NO RESULTS FROM SAND Fx-,,Nlxion F:r,. P ;;%-!:';;i :; ;-;'' ` % , / HEALTH DEPARTMENT FOIL F150767 25' East•Marion NYSDEC FOIL #W114206-033123 BROWN Arbor,V ew House f ;; ',;';' SANDY SILTML & SMabo R iew Ho Breakfast '' YS Lor;'Island F.amantir PROPOSED 14 x 10 140 SF SECOND FLOOR D T_ ORMER IN ORANGE & SILTY HIGHEST EXPECTED ( A.F..,, SAND GROUNDWATER 110 17.25' x 3.8' 66 SF 1 AND 2-STORY EXISTING 681 SF DECK TO REMAIN - ?,� ' ' '" ' ' '- ''''' '%/�'"'`''' ' - O ADDITION IN RED 55 ELEV. 5.0 FROM LI DEPTH FINDER BROWN -` SP FINE SAND S7 ALL SITE L.P. L.P. GROUNDWATER J;� =' a �` EXISTING NEIGHBORING WELL DATA SUPPLIED BY KENNETH WOYCHUCK LAND SUR ,�P0 •SHALLOW WATER IN ELEV. -1 .0 ASSUMED AQUEBOGUENY 07.28.16 REVISED 06.24.23 %� i;' �`;'� . : . ° SP BROWN SCTM#1000- ,It" 21-1-1.2 & 26.1 / 59 582.39 SF /1.17 ACRES FINE SAND 63 ELEVATIONS NAVD 1988 DATUM 1 DESCRIBED PROPERTIES 5 & 6 INCL MAP OF MARION G RICHE It IIIico. .�. U► LAND N/F OF NOV. 15, 2022 FILED DECEMBER 31, 1927 NO. 859 N/F WE THIS IS THE END OF THE ROAD LLC ®'-' k '!;'' -'' "%'"- ' ' � ' °F 1 McDONALD GEOSERVICES 313 SF EXISTING SCREENED PORCH, AND ;;; ; ;';; ' ' DWELLING W/WELL WATER ' ,' /' 'i'�' Q. . � '•.. `® z - HA OSENB 95 SF PORTION OF EXTG 165 SF COVERED ENTRY ROOF ;', ;, ;;. :, -;'%;' ,';',';-,'`;i' `� . ® '%� %/ '-' ' ' ' ' - WELD- `� � I m M GI MEG D SEPTIC OVER 150' TO BE REPLACED WITH 2-STORY ADDITION IN GREEN ' ' i' ` ' l ' '1 ' r WE %; % ;;';'�' ;' ;' t i % ;i ; y J 0 G POLE ���, o �! ICHAEL HUBERT 1 935 ROSENBURG ROAD j G W/WELL WATER 1000-021.00-01.00-024.001 'l '` ! r } % rf� ' . , . SEPTIC OVE I EXISTING POTABLE WELL TO BE RELOCATED ;' ' ,- %j' ItIt it I'll 1 I 815 ROSENBURG ROAD 150' WELD % / 'l % ! i 1000-021.00-01.00-025.001 �D�U } DUE TO SALT WATER INTRUSION ';�,% ;' r �;;'�; ;. . 110 % S, ' '' ' (3) 8' QJ x 8' DEEP PROPOSED DRY WELLS TO BE RE-USED FOR IRRIGATION ! ;;� ' , , % ; - / - '_3" r , ".r' 1 wooD �`s� / ! FOR ROOF RUNOFF DRAINAGE DECK �Q• f, IS-8 `\ i .9 N ® '� % t CONNECT NEW OUTDOOR SHOWER TO EXISTING 1 1/2-STORY DETACHED GARAGE: TO BE :' ;'` �' %'" �' - ��wv y^m -: w i EASTERN PROPOSED DRY WELL CONVERTED TO 1 1/2-STORY ATTACHED GARAGE ' ;;; i _A0 ° �`�" ::o�ti�o?,=. • \ LOT I -_- VIA PROPOSED ADDITIONS AND ALTERATIONS WIND OL<c - ' WELL x56.7 \ , ' 3 a / 70 SF PORTION OF EXISTING 165 SF GRACE B. RAYMOND , / COVER ENTRY TO BE REMOVED EXISTING SANITARY SYSTEM TO BE REMOVED �' ` / 2y o x56 h' VACANT /' AS PER SCDHS REGULATIONS N® ; o `k%, . �.�c`�`^ (IN YELLOW) 1 W 6 r 36 �� `• c3 • -•c 3 NIP t� - L.P GAS S. •� 3 N ' EXISTING BRICK WALKWAY x56.5 ��h .�. 15-2 m , to O EXISTING SHED WITH RAMP AND COVERED STORAGE COVERED TO BE REMOVED TO BE RELOCATED STORAGE P. P. �� :; a sro' - : •� G 1 W. ( '2.6' MP _ N��Rr�� ' . �� .� 4.. _. PROPOSED 4.5' WIDE TEST HOLE LOCATION `, - `zq,:.; "TREE ` �` 2 MASONRY WALKWAY 421 PROPOSED IA SANITARY SYSTEM SUITABLE FOR 4 BEDROOMS - _ ` I __T i \ o y HYDRO ACTION AN 400 (440 GPD)WITH LOCKING COVERS TO GRADE \ N p �'�--= --%`- ``\ N,' ' W/ PLASTIC DISTRIBUTION BOX (POLYLOK 3017-206-6 OR EQUIVALENT) ` rg/�`` TOP OF WALL t� , ?J 0 `� .ap ELEV.56.0 , ~'• CONTROL PANEL WITH GFI SERVICE OUTLET & - BOTTOFWALL ` - � % ` 'n ' ® --\ELEV.54.0 3 HYDRO ACTION HP80 COMPRESSOR TO BE INSTALLEDi ---- _-=� /, ^A ` T0 WITHIN VIEW OF SANITARY SYSTEM c, o -a TANK TO BE VENTED THROUGH THE HOUSE w/ CARBON FILTER /1,'' ®:� �4' '�, o w/ 1- 8'0 x 12' DEEP LEACHING POOL +. 1 EXPANSION POOL LOT 1 ` RELOCATED SHED WITH RAMP AND COVERED STORAGE AP OF H. LLOYD KANEV 11523 ;' ` I o 8' x 12', 96 SF SHED (DRY STRUCTURE) PROPOSED POURED CONCRETE & WATERPROOFED DWELLING WNVELL ATER l v w/ 7, x 6 , 42 SF COVERED STORAGE SANITARY RETAINING WALL- 48' LONG 355 ROSEN ROAD / ; ;' ��: �. TOTAL SQUARE FOOTAGE: 138 SF PROPERTY INFORMATION 1000-021.00-01.01. -030.002 / / ` i' ' ; O 645 ROSENBURG ROAD,EAST MARION, NY 11939 w/ 2 WALL EXPOSURE HEIGHT ;% �; ;' �'; ,h `� SCTM N0. 1000-021 -01-1.2&26.1 SEE SECTION ON S-2 L.P.0 Z`( ® � � '` ,i � ``x ZONING INFORMATION FOR LOT 26.1 __,,...:.._. ..._._,.-,.,.. d ' ® QZ LOT 26.1:o 51,032.39 S.F. OR 1.17 ACRES(TO MHW TIE LINE) LOT 26.1 BUILDABLE LAND AREA: 34,633 S.F. OR 0.79 ACRES NO NEW CLEARING PROPOSED LOT COVERAGE CALCULATIONS: ' --� , \ P \ ELL ` ALLOWABLE LOT COVERAGE=20%OF AREA(34,633)X(.20)=6926.6 SF •,, \ I `:;_ ;' , � X � \ I STRUCTURES EXISTING DWELLING EXISTING PROPOSED EXISTING DETACHED GARAGE NPORCH 2O26 S.F. 819 S.F. _ EXISTING COVERED WALKWAY 165 S.F. �' ^ \ R P SE"D 1 \ DWELLING WITH ATTACHED GARAGE&PROPOSED ADDITIONS -- 3019 S.F. ' I WE L `� ( SHED w/COVERED STORAGE 138 S.F. 138 S.F. EXISTING GRAVEL DRIVEWAY TO BE DISTURBED � ' � � ® � � EXTERIOR ROOF DECK STAIR� \ � . 1 � \ � 681 S.F. 681 S.F. FOR SEPTIC AND DRAINAGE INSTALLATION 1 i ` SCTM 1000-21-1-1.2 TO BE MERGED WITH --- 84 S.F. TO BE REPLACED IN KIND �v5 \ SCTM 1000-21-1-1.26.1 PENDING TOTAL LOT COVERAGE 3829 S.F.(11.0%) 3922S.F. (11.3%) � I GROSS FLOOR AREA CALCULATIONS: A Q� C" CONTINGENT APPROVAL OF PROPOSED LAND N/F I RENOVATION ALLOWABLE GROSS FLOOR AREA= OF 4350 S.F.PLUS 7.5%OF THE LOT AREA IN EXCESS OF 30,000 S.F. UP TO A TOTAL OF 5,100 S.F. MAX �/' NICK& KOULA DAMOULAKIS MAX ALLOWABLE GFA=4350+(4633)*(.075)=4697.5 S.F. PROPOSED PROJECT LIMITING FENCE \ ;° , DWELLING WNVELL WATER IN ORANGE `� ® s PROPOSED SF 'c�+�N, , ,' 555 ROSENBURG ROAD ( GROSS FLOOR AREAS: ` , �n r- 1 , ( DWELLING FIRST FLOOR 1714.5 S.F. 2183 S.F. AREA OF DISTURBANCE:13,987 SF ,�' `/ 1000-021.00-01.00-005.000 O L.P. / H AREA COUNTED 2X FOR GFA(C.HEIGHT>151) 339 S.F. 560 S.F. EXISTING NEIGHBORING WE'll \ /'. LL DWELLING SECOND FLOOR 1075 S.F. 1448 S.F. 2 WORKSHOP/LAUNDRY(GARAGE FIRST FLOOR) 0 S.F. 136.6 S.F. w , 555 ROSENBURG ROAD GARAGE ACCESSORY EXISTING 0 S.F. ... SCTM#1000-021.00-01.00-005.000 PROPOSED ATTACHED GARAGE 574 S.F ' I STORAGE (AREA ABOVE GARAGE>6-0") 231.8 S.F. 182 S.F. ' TOTAL O ASSUMED SHALLOW WELL- NO RESULTS FROM 3360.3 S.F. 5083.E S.F HEALTH DEPARTMENT FOIL F150765 ZONING INFORMATION FO R PROPOSED MERGING OF LO T 26.1 AND LOT 1.2 I % NYSDEC FOIL #W114206-033123 ✓ I LOT 26.1: 51,032.39 S.F. OR 1.17 ACRES(TO MHW TIE LINE) o P !� I LOT 26.1 BUILDABLE LAND 34,633 S.F. OR 0.79 ACRES � LOT 1.2: 8,550.00 S.F. OR 0.20 ACRES TOTAL PROPOSED BUILDABLE LAND AREA:: 43,183 S.F. OR 0.99 ACRES ` NO NEW CLEARING PROPOSED Sp,'A- 1 I � ,�1 • � ®/ f ® r LOT COVERAGE CALCULATIONS. ALLOWABLE LOT COVERAGE=20%OF AREA(43,183)X(.20)=8636.6 SF STRUCTURES EXISTING PROPOSED F s , • EXISTING DWELLING w/SCREENPORCH 2O26 S.F. -- 3 -- / � N ,�`5 EXISTING DETACHED GARAGE 819 S.F. _. i• N EXISTING COVERED WALKWAY 165 S.F. m O ° DWELLING WITH ATTACHED GARAGE&PROPOSED ADDITIONS --- 3019 SHED w/COVERED STORAGE 138 S.F. 138 S.F. F ACCESSORY DECK Lo O_ 681 S.F. 681 S.F. i v / EXTERIOR ROOF DECK STAIR w/LANDINGS 0 S.F. 84 S.F. % /; / TOTAL LOT COVERAGE 3829 S.F. (8.8%) 3922 S.F.(9.1%) GROSS FLOOR AREA CALCULATIONS: pSP�P�IPy ALLOWABLE GROSS FLOOR AREAIX N = 1� U.P. pR��IE 5100 S.F. PLUS 5%OF THE LOT AREA IN EXCESS OF 40,000 S.F. UP TO A TOTAL OF 7,100 S.F.MAX SANITARY SITE PLAN MAX ALLOWABLE GFA'=5100+(3183*.05)=5,259.15 S.F. 51400 ' ! O SCALE 1:30 O GROSS FLOOR AREAS: PROPOSED SF = DWELLING FIRST FLOOR 1714.5 S.F. 2183 S.F. $og° � U.P. P AREA COUNTED 2X FOR GFA(C. HEIGHT>151) 339 S.F. 560 S.F. DWELLING SECOND FLOOR 1075 S.F. 1448 S.F. 30' 0' 3O' 60, WORKSHOP/LAUNDRY(GARAGE FIRST FLOOR) 0 S.F. 136.E S.F. PROPOSED ATTAGARAGE CHED RY EXISTING 0 S.F.HED GARAGE 574 S.F STORAGE (AREA ABOVE GARAGE>6'-0") 231.8 S.F. 182 S.F. TOTAL 3360.3 S.F. 5083.6 S.F BUILDING HEIGHT CALCULATIONS MAXIMUM BUILDING HEIGHT=35'-0" PROPOSED BUILDING HEIGHT=24'-4" ALL CALCULATIONS SUPPLIED BY KENNETH WOYCHUCK LAND SURVEYING, AND BERG DESIGN ARCHITECTURE i Y Y Y Y co 645 ROSENBURG ROAD ° � / APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: EAST WINDo�n P r WELL V c� ��� 1. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC � 'LI o x56.7 INDUSTRY BUSINESSES) AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER) THROUGH �/� / ✓� o THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE z z A/C p ¶ 563-79(II)(J). THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS w MAINTENANCE PROVIDERS. 4,, O \\��`�� 2. ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY V w J C�� �J/ CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON "AS BUILT" PLANS. U) � (n z LL Z_ o x56. ,q - �\ / \ ` Ruth Oliva Preserve cn Z 0 1 D ��� t^^ �� � 3. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER arn.3n7/'o,rn 0 0 • � \ Old Schonlhouso Park = � W a 4( \ ; MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT �'` _ _ -_- - - � z U 1 ` I I cn w 00 i (D ° C7 IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. j �4 / 150' NEIGHBORING WELL m T E,, t r ,I r ll �i',I 1 t °' '� W 0 cn W 4. ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE a w ~ / o o SETBACK CONTRACT. j' East'Marion Q Z w / CO ° O / CO o o o Arbor-Vie,v House Z w u- w � I- Ea,te,rl S+Iffgl E3rd Breakfast {; 0 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENTS APPROVED I/A OWTS GUIDANCE , ; ; . ' L°n:;'IslandR°pan"° U G. S. o o QQ' 63 DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND ' o ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS." THESE STANDARDS COVER VENTING AS FOLLOWS: QO Q w fl L-P GAS O ° �/ o ° ` "WHEN AN I/A OWTS REQUIRES A VENT, THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT m p 0 CO z PIPES SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM z w = z O x 56.5 0 L �� ° - _ \ HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT j Q o 14 THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND 0 w w Z) w \ TERMINATES A MINIMUM OF 18" ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW N � = 00 CONTROL PANEL WITH GFI ALL SITE DATA SUPPLIED BY KENNETH WOYCHUCK LAND SURVEYING M M C.P. o SERVICE OUTLET & OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". + N N N N AQUEBOGUENY 07.28.16 REVISED 06.24.23 m N w HYDRO ACTION HP80 18" o N cal o I- ^ O 0 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN SCTM#1000-21-1-1.2 & 26.1 / 59,582.39 SF /1.17 ACRES � 00 Q COMPRESSOR TO BE INSTALLED ELEVATIONS NAVD 1988 DATUM � o 0 0 � WITHIN VIEW OF SEPTIC SYSTEM ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A OWTS. T' DESCRIBED PROPERTIES 5 & 6 INCL MAP OF MARION G RICHARDSON �� RAMP o o /Q� �� 7. A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS FILED DECEMBER 31, 1927 NO. 859 MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND 317 ° D �'9 8" TREE \ \ HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE INSTALLED U) i TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. A GFI w OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING �-- �`� ` EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR �\ P / o SERVICE TO THE HYDRO ACTION CONTROL CENTER. c CD _ U a) 4 . 2 �� 11 -5 �o 16 OAK - �` -E�� \L__ _ ______�/' �`\ � �2:gR, � o � 8. THE PLC CONTROL PANEL WITH COMPRESSOR PUMP REQUIRED FOR THIS INSTALLATION SHALL BE INSTALLED ON A O � 2 � �� co �:.;. :° / o CONCRETE BASE WITHIN VIEW OF THE PRETREATMENT TANK. ENSURE ADEQUATE VENTILATION AND PROTECT AGAINST •� -Y !� i \ SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 20 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND CO c .ca Z 100' BLUFF SETBACK 1 '` 8' ! ! ` CO Z WIRING TO BE INSIDE CONDUIT. Q W o 6 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS � � pop ���� i� s'2 10, 150' NEIGHBORING WELL PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. +r c SETBACK SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM Q cn 0 0 2 \� V C 00 00 E 00 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED � � � _ WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING W (� AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE =OR< 19 MG/L. ry 11. DETAILED INSTALLATION, OPERATION, AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS Q FOR I/A OWTS SYSTEMS (12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME SANITARY SITE PLAN ENLARGEMENT DOCUMENT, SECTION 19-106. SCALE = 1:10 10' 0, 10, 20' �G�ARf\ r y� -8" � SANITARY WELL SEAL W MIN, ACE OF BUILDING MIN. 12"ABOVE GRADE IN.16"X 16"X 4"DEEP OR 24"ABOVE FLOOD LEVEL �j �' ";'•' 04h Q VENT STACK a ; , COMPACTED EMBEDMENT �� 1 A FINISHED GRADE 5Ei.0 a STOPPER OR END PLUG 3'to CONC.sw6 PITLESS CASEppc�C`�;�� °d0 \\\,\\\/ 4 REBAR @ 12"O.C. FLOOR SLAB OR STRUCTURE °' : SLATE LE OTHER WATERPROOF ALL�/ . SUITABLE COVER �- SURFACES BELOW GRADE\ o \/�,< \ ° a \\/\\ \\ \ \\ \/\\/\\/\\/\\/\\/\ /\\\/\\ \ \\/\\\/. >.•'• iCEMENT GROUT \� �� /\\/\\/\\/\\/\\. 4 REBAR @ 12 O.C. 71 \BACKFILL TO BE CLE�N y\/ (SLR. TYP. d N INTERIOR ° EXTERIOR 'SAND AND GRAVEL \/ \ � � � � � �\� / GRADE 54.0 WASTE LINE *ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS INSTALLATIONS. THE PITLESS ADAPTOR\\/\\/\\/\\/�\/�\/�\/� /�\/ \//\//\\/ / a CHECK VALVE jj\\ #4 REBAR CCD, 12 O.C. a /j/%/%/j/j/\j SEPTIC TANK i .1TYPE K COPPER OR HIGH DESIGN ENGINEER MUST BE CONTACTED WHEN THE BOARD OF HEALTH/ WASTE /\ / 12" HOOK-30"SPLICE p \ /\ /\ /\ /\ /\ /\ / !d MINIMUM4"02'CASTIRONEXTENSIONFROM DENSITY PLASTIC LINE WATER MANAGEMENT INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC W /\\/ \��\��\ \��\\ A . °� FOUNDATION BEFORE TRANSITION TO 4"0 MIN.0.75"I.D.TO 1 1"LINE \���\�\�\i/ \ ° , ASTMD-3034COMPLIANTSDR35 SEWER PIPE TO CON-AIRECA82T OR AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. U \//\//\�Y CLR ALL AROUND \//\ CEMENT GROUT \\ \\ \\ CLEANOUT AT FACE OF BUILDING EQUIVALENT TANK z //� �//�/ // \//\ \ �\ LECTRICAL CONDUIT *NOTE: A MAINTENANCE CONTRACT & CONTINUOUS MAINTENANCE IS REQUIRED W WELL CASING FOR THE PROPER FUNCTIONING OF ALL I/A TREATMENT TANKS Q z \ \ \ \ \ \ \ \ �� \ \ \ ROP PIPE MIN. 1"DIA. - \\\\\\\\\\\\,/ \\\\\\\\\ \\\\\\\\\\\\ WATER TABLE Q �+ // // \/\ B'SQUARE CONCRETEENGBEMENT SUBMERSIBLE PUMP w �/ z CHECK VALVE // // / RENEGADE 10 GPM MIN. \ FOOTING TO BE SET ON T \ \ \ \ �\1\ �\ �\`\\ \\ 3 - IL /\/\/ //\ 4 K�BA�@�2 6.C�/\// ' O /4 1}HP 12 BC OR EQUAL_ z UNDISTURBED GRANULAR SO /\//\//\ \/\\/�\/�\/\\/\/\/\ m \\ \\ \\ \\ \\ \\ \\ \\/\\ \\ \\ \ 5 REAR�a 12"O.C.\\ \\ \\ WATER BEARING o O /// / / / / /// / / // FORMATION CAST IRON 1 SANITARY RETAINING WALL �EANODT��R PROVIDE RUBBER OASKET 9pOD PSI CONCRE (` 24"LOCKING POLYETHYLENE W S-2 SCALE: /4' = 1'-0" r �To D SCREEN COVER TO GRADE U) °BENCAa.TYPE cou°R`NiERSIw o RECIRCULATION ASSEMBLY ON 10" � ) SANDCUSM 245 COMPLETE AN400 --------- ' �,.{� Q O \\\\ 24"LOCKING POLYETHYLENE S'ENCASEMENiPP � p WALDAEKET TYP. 4" WATER WELL ��� y-- �\� COVER TO GRADE It CLEANOUT COVER ASSEMBLY TRAFFIC AREA (WATER DEPTH <100'/SEPARATION 100'-149') Q a AN 400 SERIES HYRDO ACTION TREATMENT TANK N.T.S NOT TO SCALE - 2-REINFORCED THERMOPLASTIC ACCESS COVERS TO GRADE, m'� ppr�oo 0g'+° "'ALARM PANEL&HP 80 BOLTED TO PREVENT UNAUTHORIZED ACCESS. COMPRESS INSTALLED WITHIN IF COVER WEIGHS LESS THAN 60 LBS.A SECONDARY SAFETY LID OR e r n DEVICE SHALL BE INSTALLED , Y, RECIRCULATION ASSEMBLY CONTROL PANEL AND AIR PUMP �+ VIEW OF TREATMENT TANK EFFLUENT SAMPLED FROM CLARIFICATION CONE 245 COMPLETE AN400 IN POLYETHYLENE ENCLOSURE 140 X 12'DEEP LEACHING POOL ON PRECAST CONCRETE PAD MAIN HOUSE FFE: 57.6 LEAN OUT TO GRADE w/1 EXPANSION POOL w/SHALLOW DOMES GARAGE FFE: 57.0 HYDROACTION TREATMENT TANK AN400- PLAN VIEW PLC CONTROL GRADE EL. 6.0 NTS EC050-30-L-80-PLC HP8000MPRESSOR I 1 t35' I TOP OF POOL MIN."/FT SLOPE t8' I I FASTENER 318-16 x 3 J"AT HHCS MINA/8"/FT s O I i ELEV. 54.3 I.E.54.4 I LEACHING I DWELLING ELECTRICAL PANEL w/SS NUT&WASHER 9"x C x 7" BOXDIRE F BURIAL 20 AMP HYDROACTION TREATMENT UNIT JUNCTION BOX FOCUS DBS-97-JB I.E.53.6 HYDROACTION I ELECTRICAL SERVICE PROVIDE POTY GRATING TING OR APPROVED EQUAL I.E 53.5 I.E.5 . WEST 2a"FLAT COVERS&SAFETY GRATING AN400 POOL LINE FROM STREET E E -E 20AMP RP1 --- -- --� )RECIRCULATION PUMP 4"PVC PIPE(SDR35 PROVIDE POLYLOK 3008- EXISTING c I I W �./ CORE DRILL TANK AND INSTALL WEST 24"FLAT COVERS&SAFETY GRATING GROUND 5 I I ---- - 3 O QUICK DISCONNECT 20 AMP - MIXER PUMP ' -� �J SWTCH 10AMP AIR HOSE AND AIR - -- AIR HOSE ELECTRICAL SUPPLY WATERTIGHT SEALED FLEXIBLE JOINT APPROVED BY THE MANUFACTURER TYP. TO TREATMENT UNIT O I I .,M - TO DIFUSSER CO d I l a 10 AMP I ' I I BOTTOFPOOL J ^--- -- TO --- --- HIGH WATER FLOAT OUTLET 20AMP -(/''�) e CONTROL PANEL/ v 4"PVC DR35 TEE w/SOLIDS DEFLECTOR COMPRESSOR PUMP DRAWN BY: KM ALL PIPE TO BE MINIMUM 4"Ql i i ELEV.41.8 PANEL 5 4"STRAIGHT TEE(SDR35 SCHEDULE 40/SDR 35 SEWER PIPE k J 4"PVC PIPE(SDR35 DATE: 04.27.23 \\ ; TEMPERATURE RATING OF FIELD �_ v 1 INSTALLED CONDUCTORS MUST GROUND I I BE AT LEAST 140 DEG F(60 DEG C) PRETREATMENT TANK AN OOATUw/PLATFORM COMPLETE SCALE: AS NOTED A PROFILE BACK FILL WITH CLEAN DASHED LINES REPRESENT FIELD WIRING I 1 SAND&GRAVEL TERMINAL STRIPS AND GROUND LUG ,, .. ,...,. USE COPPER CONDUCTORS ONLY. SHEET Ar CONNECT GROUND LUG IN PANEL TO A COUPLING-4"SCH 35 PVC SX "' .:: :": `' "'`' '; "'. `.• ' VERTICAL SCALE: 1/8"=1'-O" EXTERNAL COMPONENTS SECURE EARTH GROUND a'-4} 3"THICK BED OF COMPACTED 1 (COMPRESSOR AND/OR PUMPS) ADHESIVE CARTRIDGE w/ SAND.MAXIMUM TOLERANCE i PROVIDED BY OTHERS AND MUST BE 1"#10 SELF TAPPING SCREW(PPH ZINC) OF � ____________ I HIGHEST EXPECTED GROUNDWATER U.L.APPROVED THERMALLY ELEV. 5.0(FROM LI DEPTH FINDER) PROTECTED PUMPS I I BRANCH CIRCUIT PROTECTION AND WIRING DIAGRAM 10'0 j MAIN DISCONECT PROVIDED BY NTS HYDROACTION TREATMENT TANK AN400- SECTION � CUTTING RINGS I OTHERS AND MUST BE SIZED I ACCORDING TO PUMP/MOTOR NTS STANDARD HYDRAULIC LOAD 440 GPD I I CLAY EXTENDS MANUFACTURING SPECIFICATIONS L------------j WEIGHT OF EMPTY TANK 930 LBS ELEV. -7.7 • • AN400 245 NITROGEN REDUCTION SYSTEM DRAWN BY:AMAVIS e• • e • • DATE: Rev. PART# hydromAeerction' 05/31/17 0 HA-180053 OF 2 SHEETS I