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2sxI i see 29D - 4, cl r 2-w -i LAII 2-9- I firpf,-- Owner: Sean R McCoyd File M 8056 Address: 3360 Minnehaha Blvd Code: 18RL Agent Info En-Consultants - Rob Herrmann 1319 North Sea Road Southampton, NY 11968 Phone: 631-283-6360 Fax: Email: Herrmann@enconsultants.com BOARD MEMBERS ��OF snujyo Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Office Location: Nicholas Planamento G �p� Town Annex/First Floor .c` Margaret Steinbugler C�UNT`I 54375 Main Road(at Youngs Avenue) Southold,NY 11971 RECEIVED http://southoldtownny.gov q 7 PM ZONING BOARD OF APPEALS TOWN OF SOUTHOLD NOV 2 4 2025 FINDINGS, DELIBERX*10M X1b8ftTERMINATION MEETING OF NOVEMBER 20, 2025 Southold Town Clerk ZBA FILE No.: 8056 NAME OF APPLICANT: Sean McCoyd PROPERTY LOCATION: 3360 Minnehaha Boulevard, Southold,NY SCTM No. 1000-87-3-66.4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated September 3, 2025 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 29, 2025. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject parcel is an 11,007 square foot (10,565 square feet buildable) non-conforming lot located in the R-40 zoning district. The property line has road frontage of 109.75 ft along Minnehaha Boulevard, then it runs northeast for 88.33 feet where it meets Corey Creek, it then runs 132.75 feet in an irregular line along Corey Creek before returning 99.04 feet back to Minnehaha Boulevard. The property is improved with an existing one (1)-story dwelling with a wood deck in the rear. There is a concrete bulkhead at the waterline with a fixed and floating dock into the creek. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's June 27, 2025 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a single family dwelling and an accessory garage; at: 1) dwelling is located less than the code required miniinum front yard setback of 35 feet; 2) accessory garage is located in other than the code permitted rear yard; located at: 3360 Minnehaha Blvd. (Adj. to Corey Creek), Southold,NY. SCTM No. 1000-87-3-66.4. RELIEF REQUESTED: The applicant requests variances for the following: 1. Increase the front yard setback from 17.7 feet (existing) to 19.4 feet where a 35-foot front yard setback is required. 2. Create an accessory garage in the side yard,where a rear yard,or front yard(waterfront)location is permitted. Page 2,November 20,2025 98056 Sean McCoyd SCTM No. 1000-87-3-66.4 ADDITIONAL INFORMATION: During testimony at the public hearing from the applicant's agent, the entire house is to be demolished and a new FEMA compliant two (2)-story residence is to be constructed. The new residence will bring the property into compliance with both FEMA and the Suffolk County Dept. of Health Services. The residence will use many of the existing setbacks but will also bring the house more into conformity with the town zoning code. There was discussion about attaching the garage,thereby removing one of the variances, but that action would have put the proposal over the allowable Gross Floor Area (GFA). The accessory garage does not count towards GFA coverage. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 6,2025 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed FEMA-compliant and SCDHS-compliant residence will be code compliant with respect to lot coverage and GFA. The proposed front yard setback will be more in compliance with the code than the existing setback. The subject property is one of roughly twenty waterfront parcels created more than 80 years ago and has been improved with a dwelling since the 1930s. There have been numerous cases where variance relief was given to a number of these parcels. Since this project is proposing less non-conformity than the existing front yard setback, there will be no change in the character of the neighborhood. The accessory garage is also one of many in the neighborhood. As this garage meets all the setbacks and lot coverage requirements of the bulk schedule, this building will also not create an undue change to the character of the neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The benefit of constructing a new, modernized, energy efficient, FEMA-compliant and Suffolk County Department of Health Services compliant dwelling without creating additional encroachments on the adjacent wetlands cannot be achieved without variance relief due to the nonconforming lot size. The proposed residence has been designed to lessen the existing setbacks on the front and rear of the house in relation to Corey Creek, but with less than 90-foot depth of the property, one setback variance was required. It was also not possible to create an attached garage without one additional variance request,either for the excessive GFA or a setback variance. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial. 1. The front yard setback represents 45%relief from the code. 2. The accessory garage in the side yard represents 100%relief from the code. However,the front yard setback relief is not substantial because nonconforming front yard setbacks are common in the surrounding neighborhood. Also,the proposed setback represents an increase from the existing 17.7-foot setback currently in place. The accessory garage relief is not substantial due to the preponderance of accessory structures in the surrounding neighborhood that currently exist with variance relief. The proposed garage will only be one (1) story in height and will comply with all setback and lot coverage requirements. 4. Town Law V67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect, and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,November 20,2025 #8056 Sean McCoyd SCTM No. 1000-87-3-66.4 6. Town Law �267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new residence with an accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Lehnert, seconded by Member Acampora,and duly carried, to: GRANT the variances as applied for, and shown on the survey by Howard W. Young, LLS, last revised April 9, 2025, and the Architectural Plans(Sheets ZBA-04,ZBA-05 and ZBA-06)drawn by Barbara M. Ruggiero Architect, dated April 28, 2025. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The septic system on the subject property must be approved by the Suffolk County Department of Health Services. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar desibn that is de minimis in nature for an alteration that does not increase the decree of nonconformity, provided de minimis relief is requested within one year of the date of this decision Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,siteplan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: 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 of Appeals may, upon written request prior to the date of expiration, grant an extension not Page 4,November 20,2025 #8056 Sean McCoyd SCTM No. 1000-87-3-66.4 to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals. Vote of the Board: Ayes: Members Weisman(Chairperson), Planamento, Acampora, Lehnert, and Steinbugler. (5- 0) ie Kanes WeismAii, Chairperson Approved for filing `(/ '2025 i i AEG 1�2025 Zp�ing Board °i Appeal' i i I i I i I i I i it MAXIMUM SKY EXPOSURE PLANIE t i 35' ABOVE AVERAGE GRADE i ii Ali t II ' _ _TO DISC_HA_R_G_E_ �• i i _ TO RIDGEli ; t32'-4"AB AVERAGE GRADE minimum ``•� I I I I ,,• i II 111 111111 111111 HIT ±30'--10" ` ! TYPICAL ROOFING 1 111111 11 IT 11 1111 11 1 11 1 111 111 11 11 IAI L 11 11 IT 11 11 IT 11 1111 11 1 1 11 1 AB AVERAGE GRADE �• t ASPHALT ROOFING OVER 5/8" li INX• EXT.GRADE PLYWD ROOF SHEATHING. �• j li ICE-WATER DAM MATERIAL. Hill PROVIDE METAL DRIP EDGE AS PER j C� ! R905.2.8.5/FLASHING SHALL COMPLY I i '0 W/R 905.2.8 `•` !I Q ; i i I ............- - - - -I--- ----------- --- ---------------------------------------------- •- - - - - - - - - - - - - - ------------------------------ - -•-- FinC�2ndfloor _ _ •� i W I t %' `� I ii W I'— II i • O ii op% _ TO RIDGE M_AXiTO_P_OF_RIDGE_ t18'-8"AB GRADE N. J � ii 1ji'�0"ABADJGRADE------,._._ — O ii ; `� O i W ii : . I LI p _ _ _ _ —PROPOSED TO RIDGE �' 12 IY I— II 1 J$"AB AVERAGE Z II .,GRADE Q 8 GC VIF ' ' ' ' ' COIL STOCK W STRAPPING @ Z j i It TMRPLINES,— —•—•— —•— — — — — — —ELEVPROPOSED2ND FLR +19.67' `• ` i i % t i TYPICAL EXTERIOR WALL ` ! � I II �! i SIDING AS PER OWNER OVER 5/8"TH � I ii PLYWD SHEATHING,TYVEK HOUSE j jj ASPHALT ROOFING WRAP Ij i ® R-3 CONT,EXTERIOR RIGID BD INSULATION I M!� RAILING _T r, R-21 CAVITY INSULATION y It MECHANICAL EQUIPMENT Style as per O DOUBLE TOP/BOTTOM PLATES+FIREBLOCKING i t! PLATFORM Wl min 36"above 11 t ii SCREENING 11 LI il LLQ II OVERHEAD GARAGE ii t jj DOOR 9'W XT HIGH I PROPOSED 1S _._._._ _._ _ _._._._ _,_._._._._._._._,_•_ _._._._._._,_.—._._. _._._._._._. PROPOSED 1ST FLR j ELEV+10.0' — — — — — —•—•—•--- -•—•--- - - - - - - - - - - - - - - - - - - - - -.- - - - n DFE j It MINIMUM DERSIDE DFE j !! �, OFFF3AMI _MINIMUM UNDERSIDE I tt 5,-4„ RAGE FLOOR SLAB VEL W/ROAD ELEVATION RARE VARIE STONE VENEER OVER PIERS b i --- ----- ---------------------- -- ------ tt LATTICE PANELS BETWEEN PIERS N AE-6 t ________________ cv AVERAGE GRADE i i I^ I � I I typical —•—•—•—•— — — —•—•—•—•—•— ELEV +5.25' • ALE FOUNDATION I I I I :ISIII_1�It1:1�I�'SISI tISI s111�f1_Itl.....ltlsltlslsl.....ltl sl_Itl fl_9sl...................... .................... SIS 11flr�1 If1111�1>rlslsl!•Illsllllalsl✓•Itl-Ills lslllSl slflsltlsltl sllfls 1t IlIlt ISIS IfIRI tlr•I�ISIfIAI RISI SI sI 11 tl tl sl slslsl!•Ifls l!•11t1t I I I ii ELEV 5 I I I ii I I I I I I I I I I I I I jj TYPICAL EXTERIOR WALL L__J I I 80 FOOTING ij SIDING AS PER OWNER OVER 5/8"TH i MIN 3'-0"BELOW GRADE i jj PLYWD SHEATHING,TYVEK HOUSE i I Proposed Front i(South) Elevation scale 114" = F-Q" II No: Date: Revision: Barbara M. Ruggierri Architect P.C. 176 Pine Street, Garden City, NY 11530 I Voice. 516.739.6219 e: BMRarchitect@gmail.com PrOJect: SCTM#1 00-87-3-66.4 MCCOYD RESIDENCE 3360 Minnehaha Blvd, Southold, NY Drawing Title: I Proposed Front Elevation ,IAP Seal & Si e: Date: 04.28.2025 ED A BRRc �� ' �,-`��E D BY Z \�� � � ti,� Scale: 1/4" - 1'-0" uoN BA �, �P EL 0 Drawn B SIQN# 05 DRAWING No.: p: I � ZBA - 04 \ .9T 02050A-� �O F OF NE I Drawings are NOT to be scaled " FOR ZONING SUMBITTAL ONLY It is a violation of NYS education law, article NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES 145, for any person, unless acting under the 'i direction of a licensed architect, to alter an item in any way. THIIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION Ii • I� i I i MAXIMUM SKY EXPOSURE PLANE l(J 35' ABOVE AVERAGE GRADE r._._._._._._._._._._,......_._._._._._._._._._._._._,_._._._._._._._._._._._,_._._._._._._,_._._._._._._._._._._._._._._,_._._._,� eceive �40 AUG 14 2025 , TO RIDGE_ �' t32'-4"AB AVERAGE GRADE ` Zoning Board of Appeals 40 12 N 8 � TYPICAL ROOFING ` ASPHALT ROOFING OVER 5/8" EXT.GRADE PLYWD ROOF SHEATHING. ` ICE-WATER DAM MATERIAL. 40 PROVIDE METAL DRIP EDGE AS PER ` R905.2.8.5/FLASHING SHALL COMPLY W/R 905.2.8 ` •`• s i ` I I 1 . , I' ......- PROPOSEDATC_ _ .. - - - - - --- --- --- - - -•- -•-•- -•-•- -•-•--- - - - ................. 0 STORAGE USE ONLY `s� ELEV+28.6T I ` TYPICAL EXTERIOR WALL SIDING AS PER OWNER OVER 5/8"TH ` PLYWD SHEATHING,TYVEK HOUSE _ TO RIDGE _ _ _ _ _ _ _ _ _ _ _ __ ' 12 WRAP 2X6 EXT WALL FRAMING .` ��� ( t18'-8"AB AVERAGE GRADE-" Q8 COIL STOCK R-3 CONT.EXTERIOR RIGID BD INSULATION STRAPPING @ R-21 CAVITY INSULATION ` FLR LINES, DOUBLE TOP/BOTTOM PLATES+FIREBLOCKING � TYP •� 12 12 �. Q 4 -Q 4 I I I _ _ - _ _ - _ - _PROPOSED 2ND FLR ELEV+19.67' � i i i •\ N LOAD BEARING 1 N COLUMNS,TYP i REAR PORCI i ROOFED RAILING MIN 3'H,typ OVER 1 Handrail centered I j ENTRY on column,typ i PORCH I 1STFLR _ _ _ _ _ _ _ _ _ _ .................................... OSR ELE o I V+10PRQPED 1ST FL - - - -- - -I- - - - - - - - - - - - -ELEV OS M I I I I I i i i I M DFE M I; (MINIMUM UNDERSIDE I PC FOUNDATION OF FRAMING o iv GRADE WALL IAE-6 ELEV+6.25 AVERAGEGRADE _ _ _ _ _ _,_,_,_,_._ _,_,_,_,_,_._._,_, _,_,_,_,_,_._,_._,_,_. _,_,...... _ GRADE AVERAGE GRADE � ELEV 5 E�EV�S PILE FOUNDATION Proposed Garage Side (West) Elevation scale 1/4" = 1'-0" I II i� MAXIMUM SKY EXPOSURE PLANE I 35' ABOVE AVERAGE GRADE i MIN TO DISCHARGE _ _ _ _• TQ.RIDGE•_._._•-._.-.-.-._._._._._._._._._ �! t32'-4"AB AVERAGE GRADE ♦�+ �! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TO RIDGE ( + ' ±30'-10" ♦" i AB AVERAGE GRADE i 12 TYPICAL ROOFING %♦ Q8 ASPHALT ROOFING OVER 5/8 i! EXT.GRADE PLYWD ROOF SHEA'XHING. +� No: Date: Revision: i ICE-WATER DAM MATERIAL. II + i' PROVIDE METAL DRIP EDGE AS PER +, R905.2.8.5/FLASHING SHALL ICOWPLY +"r W/R 905.2.8 Barbara M. Ruggiero i' ♦• i __vaulted dg @ bedroom__-- Architect P.C. �� 10'-0"AFF II PROPOSED ATTIC +♦; i _._._._._ _._ ._._....... _. _. _._....................._._._._._ _._ _._._._._._._._._._.* - S>TORAGEUSEONLY "176 Pine Street, Garden City, NY 11530 ELEV+28.67' +� Voice. 516.739.6219 �+, e: BMRarchitect@gmail.com I + �! TYPICAL EXTERIOR WALL �♦ Project: SCTM#1000-87-3�6.4 i SIDING AS PER OWNER OVER 5/8"TH PLYWD SHEATHING,TYVEK HOUSE TFO RAILING i WRAP 2X6 EXT WALL FRAMING I WIN 3'4"ABOVE WALKING +� McCOYD RESIDENCE ' R-3 CONT.EXTERIOR RIGID BD INSULATION I I SURFACE +♦ 3360 Minnehaha Blvd, i' R-21 CAVITY INSULATION 1Lj�! DOUBLE TOP/BOTTOM PLATES+FIREBLOCKING + i Southold, NY i' 41� i' I ! ! PROPOSED 2ND FLR �. - ---- - --- - - - - - - - - -•- -•- - - - - -•-.- r - -t- - - - - - - - - - -•- - - E -Ev+i-sr- - - •� Drawing Title: Proposed Side Elevations i I + ROOFED Seal & r Date: 04.28.2025 ENTRY >! FINAL OVER " MAP PORCH Scale: 1/4" - V-0" UON -s I OUTDOOR A 6ti �.. � �, Drawn By: I SHOWER RAISED W O REVIEWED BY ZBA � " _. _ DRAWING No.: i ---__- W/----Y�p DECK 0 I o - - - ...... � ?1ST FLR DECISION# - -- - - - - _ _ _ _ _ _ _ _ ELEV+10 DATED C1 DFE ( M -_z__. r'� 02050a-1 O� ZBA V MINIM'UMLUNDERSIDE 1 �� �( I PC FOUNDATION 5 _' .QF�gACLIU�IG,_,_,_. i FpF N��.1 WALL '�a..._ ' ------------- iV A AVERAGE GRADE AVERAGE _ _ - _ _ _ _------AVERAGEGRADE _•_•_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Drawings are NOT to be scaled ., _._._•_.- -ELEV S _._._._._,_._._._._._._._,_._._._._._._ EL _ _ _ _ GCE _ Eve.._._._._._._._._._,_._. _._. FOR ZONING SUMBITTAL ONLY --- - + 'II M NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES It is a violation of NYS education law, article 145, for any person, unless acting under the ' Proposed Side (East) Elevation i (direction of a licensed architect, to alter an scale 1/4" = 1'-0" item in any way. THIS(DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SFPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT ' WRITTEN AUTHORIZATION . I I - i I, I >�n Received AUG 14 2025 I I' Zoning Board of Apgeais MAXIMUM SKY EXPOSURE PLANE 35' ABOVE AVERAGE GRADE -•---------•---•-------•-----------------•---•---•--------- ............---------------------------.-•-.---•---------•-----------•---•-----•-------------------------•-•-------•-----•---•-----------•-•-------•---------•---•-----•-.-•---------------� i TO RIDGE 132'-4"AB AVERAGE GRADE ` ii _. T.QRIDGE---- — — —•—•— — — - i 130'-10" ` i AB AVERAGE GRADE I I I M III I I I III I II I I I III `• AISPHALT ROOFING OVER 5/8" 1 1 1 Q ; EXT.GRADE PLYWD ROOF SHEATHING. ` ! ItCE-WATER DAM MATERIAL. O�JQ PROVIDE METAL DRIP EDGE AS PER ` R905..2.8.5/FLASHING SHALL COMPLY#1 W/R 905.2.8 ` JIM TYPICAL EXTERIOR WALL ` Cotoi _PROPOSED ATTIC SIDING AS PER OWNER OVER 5/8"TH �. _ _ _ _ _ _ _ _ LI_ I U. IL I PLYWD SHEATHING,TYVEK HOUSE STORAGE USE ONLY a WRAP 2X6 EXT WALL FRAMING ELEV+28.67' R-3 CONT.EXTERIOR RIGID BD INSULATION _ R-21 CAV{TY INSULAT10IN ` i DOUBLE TOP/BOTTOM PLATES+FIREBLOCKING i �'. it CHILD PROOF GUARD RAIL MIN 36"AB WALKING SURFACE,TYP _ _ TO_RIDG_E_ _ _ _ _ i t---- ---AVERAGE GRADE i — — — _ _ _ 17'-PROPOSED TO RIDGE_ _ _ •� W _ 6"ABAVLf GE ._ z GRADE •` O i! _PROPOSED 2ND FLR 0' ELEv+19.67------ _ _ _ _ _ _ _ — ------------T - -I- - -I - -•- --- ------- w ;' z i ERIOR FLFINI�S ! DI-BOA SIDING, IGHT D E PANEL f, M N 3D ' `V'JALLKING SU F CE,TYP P X6U WALL MING A H G, , ----------------------------- ----------- --— �. I CONT.E WALL I D BD IN U ATI N I IR I I ! I 1 I t I o PROPOSED ISTFLR $m ,_._._._._..._._• _._._._._._._._._._._._._._._._._._._._._._._._ I i t I I 1 I DETACHED GARAGE I .............._ DFE-minimum_un erside_ _ Of structure I PC FOUNDATION cv AE-6 WALL -•-•-•-•-•-•-•-• - --•-•-•-•-•- -•- „_,_,_,,.,_,_ I ,-,-,---,-,-,-,......_,_,,,_,_,,,_,,,_,_:,_,_,_,_,_,_,_,_,_,___,_,_,,,_,_,_,_,__,_,_, _, ,-g1/.EBA 1RAQIi E±±± Ll NON PREVIOUS ELEV 5 ON QRAQP E V5 I I I II I I I I I I I I i I I I I I I I I I I I I I I I I L__J L__J ( L__J L__J _•_ BO FOOTING _ _ _._._._._.L__J II MIN 3'-a"BELOW GRADE h I li I' Proposed Rear (North) Elevation scale 1/4" = 1'-0" I I I No: Date: Revision: I I, Barbara M. Ruggiero Architect P.C. 176 Pine Street, Garden City, NY 11530 Voice. 516.739.6219 e: BMRarchitect@gmail.com jProject: SCTM#1000-87-3-66.4 WCOYD RESIDENCE 3360 Minnehaha Blvd, Southold, NY Drawing Title: III Proposed Rear Elevation I I - Seal & Signature: Date: 04.28.2025 FINAL MAP Scale: 1/4" - V-0" UON RE'D A& REVIEWED BY ZBA �����P�E��o �,� Drawn By: C) DECISION# �n `'0 �, G DRAWING No.: DATED: I I _..) - �� � ZBA - 66 9� 020500 O FOF N� Drawings are NOT to be scaled FOR ZONING SUMBITTAL ONLY It is a violation of NYS education law, article NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES 145, for any person, unless acting under the direction of a licensed architect, to alter an j item in any way. THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WTHOUT WRITTEN AUTHORIZATION i i I i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA'.'ION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STF �S ARE FOR A SPECIFIC PURPOSE AND AIRE NOT TO BE USED TO ESTABLISH PROPER' 'S OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAN R INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLc COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AN, ASSIGNEES OF THE LENDING INSTITUTICDN.CERTIFICATIONS ARE NOT TRANSFERABLE ATIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. D SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(A)CERTIFICATION (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA ODTAINED FROM OTHERS. LOT COVERAGE DRAINAGE CALCULATIONS 400 Ostrander Avenue, Riverhead, New York 11401 BUILDABLE LAND=LOT AREA(11,007 SQ.FT.)- Owed HEALTH DEPARTMENT USE tel. 631.727.2303 fax. 631.727.0144 WETLANDS(442 SQ.FT.)=10,565 SQ.FT. VOLUME REQUIRED I.`��- - admin®youngengineering.r om EXISTING ROOF: 876 SF x 2/12 x 1.0 = 146 CF FRAME HOUSE&GARAGE = 1,360 SQ.FT. VOLUME PROVIDED AUG 2025 FRAME STORAGE = 18 SQ.FT. USE NEW LEACHING FIELD#1: (2)GALLEYS 8.50'x4.75'x2.50'DEEP =160 CF WOOD DECK 1 gppEal Howard N. Young, Land Surveyor = 299 SQ.FT. g0�rd WOOD LANDING = 28 SQ.FT. VOLUME REQUIRED '' Thomas G. Nolpert, Professional Engineer ROOF: 1,015 SF x 2/12 x 1.0 = 169 CF Douglas E. Adams, Professional Engineer TOTAL= 1,705 SQ.FT.=16.1% VOLUME PROVIDED Daniel A. Weaver, Land Surveyor PROPOSED 1&2 STORY FRAME HOUSE = 1,182 SQ.FT. USE NEW LEACHING FIELD#1: 1 STORY GARAGE =432 SQ.FT. (3)GALLEYS 8.50'x4.75'x2.00'DEEP = 192 CF SITE DATA COVERED WOOD DECK(ENTRY) = 143 SQ.FT. COVERED WOOD DECK(REAR) = 135 SQ.FT. \ FI w ,A�,, ,� wAP AREA = 11,007 SQ. FT. RAISED WOOD UTILITY PLATFORM =41 SQ.FT. f�I �v' E SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO166 H LAST DATED TOTAL=1,933 SQ.FT.=18.3% \ REVIEWED BY Z BA SEPT.25,2009. \ DECISION# *ZONING USE DISTRICT = R-40 \ (��� * VERTICAL DATUM •\ DATED: ...... . =NAVD(1988) TEST HOLE \ =BY McDONALD GEOSERVICES N \ * DEPTH TO GROUNDWATER 4 FT DATE:03/21/2024 Q ---- EL=5.4 0.0' �P� \ * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 �y \ ¢` TIE LINE ALONG,APPROX. DARK BROWN �� \ HIGH WATER MAFRK LOAM * MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL (°L) � 560020106111E ^ * PROVIDED I/A OWTS CAPACITY =500 GAL 1.0' fi `5, `'s 5.62 1. BROWN SILTY ? \ a \ GRAVELLESS ABSORBTION TRENCH REQUIRED SAND 3 35058f'03111E `C a USING TABLE 11 OF THE SCDH5 STANDARDS (sM) � �/p^ 2� FOR A 3 BEDROOM DESIGN&1-5 min/in PERCOLATION RATE) =46 LF GWEL=1.2 4.2' e� LEACHING FIELD#2 F 4,; WATER IN ( /� oP *GRAVELLESS ABSORBTION TRENCH PROVIDED BROWN SILTY h TIDAL WETLANDS \.I 3)GALLEYS / =46 LF SAND w:- BOUNDARY,AS \ 8.50'x4.75' x 2,00' DEEP DELINEATED BY o (SM) EN-CONSULTANTS, '20 �1�c 8.0, 04/09/2024 0BF 2•71.� S6j0 \\ PROPOSED WIRE-BACKED EXISTING DRYWELLS \ SILT FENCE S TO PE REMOVED(TYP) FRAMEs SHED o /� $g�� (8,098 5F AREA OF WATER IN PALE 6 ti 2.94` \ (.°� \ DISTURBANCE) ENGINEER'S CERTIFICATION BROWN FINE \ V'// SAND \ \� SyFO DI \� C ,�// / I 9mrn0.a4oaaL? (sP) \ �� °( /ti +s.z1 ?,. tip/ti/ 2.62 YY.4, o I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL \� moo ��o TIDAL.WETLANDS BOUNDARY SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY ko� oyv :?o• / �/ $750 �ti AL°r.6 SEAWARD FACE OFCONC. DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDYZ3F TF#ESOIL, Q s6, ��\ �, R / 26'23„ BULKI IEAD,AS DETERMINED BY SITE AND GROUNDWATER CONDITIONS,ALL FACILI.TIE5;rA5'PROPOSED; 15.0' \ ° v - -�9 y �?(r qrs Rop ;!t / F EN-co',15ULTANTS,oa/o9/za CONFORM TO THE SUFFOLK COUNTY DEPARTMENT �i 1EALTH SERVICES HIGHEST EXPECTED \ PROPOSED 1 STORY o� �� i��, Ilp(Fo�osFo / zap ^ °R 1j7 c J O i ���/'�� q>�o00 / �FsF°pos 9 H[,H'tVAALONG ER MARKER°x• CONSTRUCTION STANDARDS IN EFFECT AS OF Ty'r'5bAl`E� L_ �4 GROUND WATER EL 1.2 \ DETACHED GARAGE Q a� r'. °Ry / � . q Fo „.., \ FFEL=8.10 4. 4 C ,'-. 47�T h� \\�\RFFOI CIF \ 5 yUo 7 T 1 r ASPHALT'P,IVEWAY ?, y, CQ % / ) 't O CO \ ?� O ,, J �� TO RE REMOVED m M f5,28 / 7�` FLAGPPbLE NCB(i 6 '! "y , * s as t1 P ./ ,, Ck ,':, J 1, NOTES FOR \\ "Q'/'` °' �` '1,.l.,.. GFL :[�/� (1. yFgC �'�se ' a _ -- ''J f `! \ EXTEtiD V CER t �� ; Y tiF HOWAP.D W.Y U G,N.Y.5.L.S.NO.458 3 ABANDONMENT OF SANITARY STRUCTURES v �o 18vo RyF 1 93n 5ER ICE , < o•' a :.. r 6q NSF R- �\ \ THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 -\ '`c"<. Ry 6 HF DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 ABANDONMENT IN-PLACE y��� �" =p f F�oi Fro \ a \ t Q� SIB FQ g EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL PROPOSED \ o o ( �. 1� ©< �. 2j OP .� o \ o CF RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, PERVIOUS GRAVEL "�F cTc i' 3 4 Q P F� FO �rMzr R , .80 r o ' f3 '� �oP o0 oti wgvE °fiMOD SURVEYOR S CERTIFICAIZ 1�1 i REMOVING THE TOP OF THE STRUCTURE(5),BACKFILLING WITH DRIVEWAY i s. off` ;. eFQ ; .a.47a OF OS RO c0 Ac7i FRq)x.. SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY APPROX LOC OF EXcicr'r� s.sa o bo, o`� FF� `ScC „ ,:, _ ,'.. h C� Fp1 Fck VF oN \ COMPACTING. . DI s.is` �. e 6,43 Aw _ ?o• sriF� O *WE HEREBY CERTIFY TO SEAN M c C OY0 Ti4A'CT�\T}{`S5(1RV�Y 1fVA SANITARY SYSTEM T O BE ^ IIs' O . ^ 1�. o PROP OOR (,` PREPARED IN ACCORDANCE WITH THE CODE OF PRA�C)2C ,F,OIR LAND,SURVEYS $ ABANDONED IN ti w e , , ^ O O h �, N ABANDONMENT BY REMOVAL \ c vys tv�°p0 '` �. S UTO S�cO ��`� p��i` ADOPTED BY THE NEW PORK STATE ASSOCIATION"OF RbFE5SI0NAL-LAND o ACCORDANCE WITH u,Iti __. o : `5 i EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL \ s1+ N ti� o a, / oc + tx '' (p yOJy00R ��� SURVEYORS. O SCDHS STANDARDS a 1 ,� p Fc o� '"' E +,g 2 c r N \ 2 s.so i 1 'O _ � .�, �-': :,,4!-,.•t.,' � 1 RESIDUAL SEWAGE WASTES BY A LICENSED HAULER,REMOVING �, o' / �F �! 41 i Op FO i > v ^? ��X, HR / . O Q 1-�0 � Yj i:t,; .:v \ °'." . �� y-it, T Zi''• B,' S O THE ENTIRE STRUCTURE(5),BACKFILLING WITH SUITABLE SAND G �� / i �r AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. cMF w �I tiFo q// ��` ,, � � '•� /`�tilj PW�i'Lc'L L �'n.--� 1 ,_ Y ... / , , ABANDONMENT OF SEWER PIPING T /10� ' '9B `9� / // 0// THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A \ �� m' SORE ~may \\r, o Z� s HOWARD W.YOUNG, �.5.L.S.NO.45893 3 Svc w �?O C \ 2�� 'F �6 ` �'r DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 �, f MEANS OF ABANDONMENT.THE DEPARTMENT SHOULD BE I CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF ��a 6 45 ti FUTURE CONSTRUCTION IS CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. +s.as 46,,, a �� i�� 0 t` °�` SURVEY FOR CERTIFICATION REQUIRED / TH ZONED e^J THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, �/ to Fes` 9, , p ,... Y ZONEX SEAN MCCOY0 EITHER IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER PROPOSED A LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS / r^ / SANITARY \`\ w\ S RCF 46 ti (0,2%ANNUAL INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. rr ,J SYSTEM w Q 5 9F CHANCE) N FOR PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS,THE // vJ / \�s�H 5.84 LEACHING FIELD#1 at Laughing Waters, Town of Southold APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD \.\ G�q \ (2)GALLEYS Suffolk County, New York 'I ALSO BE CONTACTED. / (ON. �w�R�'. +s.as 8.50'x4 2 N / / pGb %h \ glti \ .75 x .50 DEEP 1j0 o / C'�°e/�h \\ \w \\ �i� 0 BUILDING P LEGEND O IPF \ \\ S4sooV, 0^ P D NG ERMIT SURVEY \ �0 Cr County Tax Map District 1000 Section 87 Block 03 Lot 66.4 BBC = BELGIAN BLOCK CURB / �\ c° B5W = BRICK SIDEWALK (41 cMF FIELD SURVEY COMPLETED MAY 08,2024 CIC =CAST IRON COVER / 106�e///g \ �\ MAP PREPARED MAY 09,2024 v /h CH =CHIMNEY DI = DRAINAGE INLET tern \\ \ Record of Revisions DW =DRYWELL NOTES \ REVISION DATE EOP =EDGE OF PAVEMENT 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. \ ADDFn RUTI nTN&PFRMTT DATA TA ( 29 IPF =IRON PIPE FOUND MLF =METAL FENCE 2.THE DESIGN ENGINEER,FUJICLEAN U5A REPRESENTATIVE,AND SCDHS ADnFn BUT] nTNf PFRMTT nATA APR (1 \ OL =ON PROPERTY LINE REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING . 05 =OUTDOOR SHOWER SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. cMF PRF =POST&RAIL FENCE 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A RCF =REBAR&CAP FOUND FUJICLEAN USA REPRESENTATIVE. / RO =ROOF OVER WMR = WATER METER � M'=l� =LIGHT POLE 4.AN EXECUTED OPERATION AND MAIlANCE CONTRACT BETWEEN THE " MAINTENANCE PROVIDER AND PROPER7Y0V/NER MUST BE SUBMITTED TO THE \ 20 0 10 20 40 60 • =END OF DIRECTION/DISTANCE a SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF Scale: 1" - 2O' =WETLAND FLAG THE I/A OWTS REGISTRATION BY THE SC0I-15 IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. JOB NO. 2024-0058 DWG. 2024_0058_bp 1 OF 3 6 � (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING 'ORES ARE FOR A SPECIFIC PURPOSE AND.ARE NOT TO BE USED TO ESTABLISH PR( ONES OR FOR ERECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR MOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFER, ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SWEET AIR VENT GAP MFG BY TUF-TITS 400 Ostrander Avenue, Riverhead, New York IIg01 W) tel. 631. (3' MIN FROM ANY DOOR OR WINDOW) oclrnin@goun.3ongincering.com fax. 631.72-f.0144 FIBERGLASS LOOKING admin@youngengineering.com COVER 300&-RG $ RISER 1 4 2 STORY MFG BY POLYLOK FRAME HOUSE RIM=-7.5 (3 BEDROOMS) 16 AY� t 2 Q FFEL=10.0 4" PVG PIPE RISERS 4 COVERS 5' 6' L 'ENCH 6.0' Howard W. Young, Land Surveyor z ® 2.00% MIN. WITH SAFETY LIDS 4" PVC 4" PVG PIPE MFG BY TUF-TITE (TYP) PIPE ® ® 1.00% MIN. Zoning Board of P\ppeal Douglas E. A 6 Thomas G. .A per , Professional Engineer Adorns, Professional Engineer RIM=5.2 1.00% MIN. GE0�7EXTILE Daniel A. Weaver, Land Surveyor EL=5.2 BARRIER PROVIDE GLEAN I ON 3 OUT AT FACE OF EL=5.7 SLOPE BUILDING AIRLINE---1 5AND HEALTH DEPARTMENT USE IE=5.00 0 - TOP OF PIPE 3" VENT --- EL=4.63 - HOLE IE=4.51 IE=4.46 IE36 CONNECT 3" PVC VENT LINE IE=4.68 IE=4.30 -''`_ '` '� :5 s: '.'"+ ;':'`' :a•.< TO VENT HOLE IN OAST 0T EL=3.2 J . SEE DETAIL FOR 4"DIA PERFORATED PIPE GEOSYNTIHETIG N OATS COMPONENTS AGGREIGATE HIGHEST EXPECTED GW EL=1.2 BOT=0.25 IHIGHEST EXPECTED GA EL=1.2 2' DIA. POLYPROPYLENE GRAVELESS ABSORPTION DISTRIBUTION BOX TRENCH5 (b SF) 12"X12"XcI' LONG 500 GAL. I/A OATS MFG.BY POLYLOK TOTAL OF (2,) = 45 LF CONCRETE BEAMS MDL. GEN-5 MFG. BY FUJIGLEAN USA MDL�3017-G24 OR APPROVED EQUAL MP6.BY EL.EN CORPORATION PROVIDE END GAP LEVELING DEVICE MOL#1549 OR APPROVED EQUAL HYDRAUL I G PROI=I LE MDL#5L-4 MFG BY TUF-TITE OR APPROVED EQUAL FOR ALL SCALE: NT5 DISTRIBUTION OULET PIPES FINAL, MAP BY BUOYANCY CALCULATIONS REVIEWED BA IA OATS FIN. GRADE D ECI S OIL# DT5 ONE (1) OATS MDL# GEN-5 MFG. BY FUJI GLEAN USA WEIGHS 397 LBS., REPRESENTING THE DATED: I DOWNWARD FORGE FOR THE STRUCTURE. CORROSIVE RESISTANT STR,dAPING (TYP. OF 2) THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF OA2' (1.20 N1:2"XI2"XI`I' L0Nr7 MINUS 0.2a). EPDXY COATED -ANCHOR EYE BOLT THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x SUBMERGED (TYP'. OF 4) DEPTH (7.g0)(4.02)(OA2) = 21.2 OF. I� THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY SUBMERGED STRUCTURE W = HIGHIE5T EXPECTED 2cl.2 OF x 62.4 LBS. PER OF = l b22 LBS. G�V E L=1.2 NOTE: ALL GONDUIT5 BETWEEN PANEL AND APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE TREATMENT TANK MUST BE SEALED TO PREVENT PARTIALLY SUBMERGED STRUCTURE IS 1,522 x 1.5 = 2,733 LB5. GAS LEAKAGE INTO PANEL. THE DOWNWARD FORGE OF 31-I LBS. 15 LESS THAN THE UPWARD FORGE (INGLDIN.3 CONCRETE BEAMS FOR WIFI COMMUNICATION DEVI':E; SAFETY FACTOR OF 1.5) OF 2,733 LBS. AND, THEREFORE, AN ADDITIONAL 2,336 L!-,S. OF USE ALARM/CONTROL PANEL i-IVL#1045040 ENGINEER'S CERTIFICATION DOWNWARD FORGE IS NEEDED. END VIER DETAIL N CONTROLLER "C" MPG BY MBU5 SCALE: NT5 USE (2) 12"x12"xg' LONG CONCRETE BEAMS = 15.0 GF ALARM/CONTROL I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL THE ADDITIONAL DOWNWARD FORGE PROVIDED = 15.0 OF x 150 LB5✓CF = 2,700 L55. PANEL MDL#1041g72 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY oI CONTROLLER "A" DIRECTION.BASED UPON A CAREFUL AND THOROUGH STU Y =. OIL, N MFG BY SJE RHOMBUS SITE AND GROUNDWATER CONDITIONS,ALL FACILIII ASPROPSED, 0 -1/2' VENTILATION PIPE CHAMBER Volume(gml) CONFORM TO THE SUFFOLK COUNTY DEPARTMENT 0 . EX -SERVIC8S © Sedimentation Chamber 277 . SCUM BAFFLE B CONTROL PANEL MOUNTED Sediion Chb O CONSTRUCTION STANDARDS IN EFFECT AS OF TH DI ATE '-10 N 4"x4" PRESSURE u� �•; `'"r� 11 Q2 Anaerobic Filtration Chamber 278 TREATED WOOD POSTS j �:; -0 Aerobic Contact Filtration Chamber 127 o RECIRCULATION ® g `� Stora e Chamber 63 a AIR LIFT PUMP I N Q Disinfection Chamber 4 0 © DISINFECTION i CYLINDER (OPTIONAL) Total Volume 749 Z ; INSULATED ( AIR WEATHER �\ 1 � 1\_ BLOWER ESISTANT HOWARD W.Y ,N.Y.S.L.S.N0.45893n <�� 7 4' INLET PIP OUTLET PIPE o THOMAS C.WOLPERT,N,Y.S.P.E.NO.61483 SPECIFICATIONS Cl) BLOWER 3 A 4 JA Anaerobic Media PP/PE Filling Rate 320% ENCLOSURE DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 0 4' GI fff Board Type Aerobic Media PVC/PP/PE Filling Rate 16 © Aerobic Media PP/PE Filling Rate 570% I FIN. GRADE Blower 2.8 cfm ELECTRIC SUPPLY FFLUENT Tank FRP TO BLOWER SURVEY FOR INLET BAFFL �- © AIR LIFT PUMP O c © Piping PVC/PP/PL' Access Covers Plastic/Cast Iron O FUJIGLEAN OWTS SPLICE BOX Disinfectant(Optional) Chlorine Tablets AIR LINE TO SEAN McCOYD RECIRCULATION PIPE LOW BAFFLE 1/2' AIR INTAKE LECTRICAL SUPPLY FUJIGLEAN OATS FLOW OPENING (TYP. (CLEANING OPENING) B E PLAN VIEW CONTROL PANEL 4 BLOAER at Laughing Waters, Town of Southold SCALE: NT5 9 9 N 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP DISINFECTION 4' MANHOLE Suffolk County, New York CYLINDER (OPTIONAL) o LOW OPENING METER BUILDING PERMIT SURVEY N INCOMING SERVICE 0 0 1'- M0 1'-2' BOARD TYPE a a -- A A � County Tax Map District 1�0� Section 87 Block 03 Lot 66.4 WI-g o - DEDICATED o © 15 AMP BREAKER FIELD SURVEY COMPLETED MAY 08,2024 a MAP PREPARED APR.09,2025 XQ 120V AC, 10, bOHZ, 15 AMP POWER SUPPLY Record of Revisions #12-2 AAG WITH GND IN I" PVC CONDUIT S'-5' © � S'-5' ECIRCULATION MAIN REVISION DATE ASSEMBLY SERVICE 4'-4�' ® AnnFn RUII nTN�PERMIT DATA 7AN_ 29,2025 4'-3 4'-2 PANEL ELEC. CONDUIT ADnFD Rt1Tl-MNA,PFRMIT nATA APR 09 2025 OW75 WIRING PER MFG. © © HARDWIRE EROBIC MEDIA N 0 J D ERATION ASSEMBLY D 0 SECTION A-A VIEW SECTION B-B VIEW GROUND SJE RHOMBUS AIR FUJIGLEAN CONTROL BLOWER OATS g PANEL Scale: NT5 a JOB NO.2024-0058 I/A OATS MOIL. GEN-5 MFG. BY FUJIGLEAN USA OATS ELECTRICAL ONE-LINE DIAGRAM DWG,2024_0058_bp 2 OF 3 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING S- 'RES ARE FOR A SPECIFIC PURPOSE AND ARE!NOT TO BE USED TO ESTABLISH PROF VES OR FOR ERECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,A HE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERAL 4DDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11401 FUJICLEAN CEN SERIES ': tel. bal.727.2503 fax. 631.-127.0144 MODELS AS PREVIOUSLY €' °° APPROVED FOR USE BY SCDHS ReceiveI C, d admin®youngenglneering.com !� Toward Clean Water... AUG 1 WILLS ALL MA ILLS SCHEDULE 40 PVC(TYP) Howard W. Youn(3, Land Surveyor 6"SCHEDULE 40 END CAP ZoITu4#AN�>tl�MYS3.11R INSTALLED TO PROVIDE ACCESS TO THE Thomas G. Wolpert, Professional Engineer ADAPTER&PLUG(TYP). ADAPTER R 1 A �E TYP) Douglas E. Adams, Professional Engineer MUST INSTALL CLEANOUT Daniel A. Weaver, Land Surveyor TO GRADE IN 4.87" ACCORDANCE WITH 4.53" SCDHS STANDARDS(SEE 7 ! 7 HEALTH DEPARTMENT USE INSTALLATION GUIDANCE p" .p NOTE 7). TOP VIEW WITH DIMENSIONS(TYP) TOP VIEW(TYP) 06.24" OUTLET SOLVENT WELDED TO 6"SDR 35 PVC RISER a 4"LONG STUB OF 4"SCHEDULE PIPING EXTENDED 40 PIPE CONNECTED TO FUJI CLEAN CEN UNIT(TYP) UP TO GRADE LENGTH VARIES(TYP) ciii 90 DEGREE LATERAL INLET tIEW(TYP) 3 INLET PORT ADAPTER ALL PORTS ARE Q 4"OPENINGS (TYP) 7.03" 6.55" SIDE VIEW WITH ---s.23^ DIMENSIONS(TYF') 7 0 1.97" FINAL MAP SIDE VIIEW(TYP) n4.53" 7" REVIEWEDBY ZBA EXTRA INLET CAPPED VIA 7.34" DECISION# ^D<5 4"SCHEDULE 4 I , ADAPTER&PLUG /l°'S''' D i 1 1 � as OR CAP(TYP) li; #� t �A /_ _ �. ".�� . OUTLET SOLVENT WELDED TO 4" LONG STUB OF 4"SCHEDULE 40 PIPE CONNECTED TO FUJI CLEAN CEN UNIT(TYP) ENGINEER'S CERTIFICATION 3 � j I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL 5YSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY a 411DIA. PERFORA',TED FIFE DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY OIL, N SITE AND GROUNDWATER CONDITIONS,ALL FACILITIE , SPROPOSFDr i LATERAL 3 INLET PORT PERMEABLE BAC:KFILL CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OJ E6LTI•i_, ERVIC�S�. ADAPTER ALL PORTS 1 GEOTEXTILE CONSTRUCTION STANDARDS IN EFFECT AS OF TH DATE:' ARE 4"OPENINGS GEOSYNTHIETIG BARRIER 8 (TYP) AGGREC ATE i FUJICLEAN CEN SERIES z HOWARD W. G,N. .5. 45893n MODELS AS PREVIOUSLY — --- '•;�, '"'-- '`,r:. j/ APPROVED FOR USE BY SCDHS \ ----- \ THOMAS C.G/�),PERT,N.Y.S.P.E.NO.61483 \ ,� DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 '•.'''1"t.. -' .61, USABLE 501E fUJICLEAN INLET ADAPTER CIO (1-60 MIN/INCH PERCOLATION RATE) 3_. C SURVEY FOR z \ .:..:.�.—;.?_.. I=4I :I_ .I I..�.": :>1...1-i /• 4'TO ADJACENT _._:, Installation Guidance FujiClean Schedule 40 PVC 90-Degree Inlet Adapter `\ ( TRENCH 1.The FuijiClean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard schedule 40 fittings. SE AN P P opening pipe HIGHEST EXPECTED A McCOYD GIN EL=12 2.The to of the inlet adapter has a 6"o enin that can be with a 6"SDR riser i e and cap as a 9 ut. P UNSUITABLE SAND SHALL $E I /\ -�•� E 3.An unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip (" i \/ Y rYP 1 P PP P j\\'�� �'��'��C �/\\� at Laughing Waters, Town of Southold cap that is solvent welded to a short stub of pipe inserted and solvent welded into the adapter port. REPLACED WITH SAND 12 �i\ \�/�//`/i \�/� RATED AT SP OR 5W Suffolk County, New York N �\ ` � 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is sol'✓ent welded into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit. LEACHING TRENCH SHALL SAND MEETING ASTM 0 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bot;am of BE EXGAVTED DOWN TO SPEGIi=IGATION Gas BUILDING PERMIT SURVEY o the adapter and prevent any settling or strain on the adapter or FujiClean unit. SAND RATED AT 51= OR SW s 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. County Tax Map District 1000 Section 87 Block 03 Lot 66.4 F 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRIICTION FOR GRAIL IESS ABSORPTION TRENCH SECTION FIELD SURVEY COMPLETED MAY 08,2024 a SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL MAP PREPARED APR.09,2025 OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." MFG. BY ELJEN IGORPORATION MDL#B43 SCALE: NTS 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter OR APPROVED IEQUAL• Record of Revisions 1.Square pipe ends,chamfer and remove all dirt. �I REVISION DATE 2.Check dry fit of pipe and fitting.Pipe should easily go 1/3 of the way into the fitting.If pipe bottoms,it should be snug. Anr)FD Rl1II.nIN6 PERMIT nATA JAI 29 205 3.Use a suitable applicator at least%the size of the pipe diameter.For larger size pipe systems,use a natural AnnFn Rllil.niNG PERMIT nATA APR 09, 2025 bristle brush or roller. 4.Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleanerenly!) 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. 6.Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement. a Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cementto the pipe. 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both parts. C 8.Push pipe FULLY into fitting using a%turning motion until pipe bottoms. 9.Hold pipe and fitting together for 30 seconds to prevent pipe push-out-longer at low temperatures.Wipe off excess. m 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees 9 Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. Scale: NTS NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient temperature, relative humidity,solvent cement used and the system operating pressure should all be considered when determining set up cure times. JOB NO,2024-0058 DWG.2024_0058_bp 3 OF 3 i' OHO fo - COUNTY OF SUFFOLK I- DIOki/ EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE .�� DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER September 3, 2025 Town of Southold Zoning Board of Appeals . P.O. Box 1179 �'��; ' Southold,NY 11971 Attn: Leslie Kanes Weisman SEP ®4 2025 Dear Ms. Weisman: Zoning Board at AuPeaj,, Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Bertorello, Robert #8057 McCoyd, Sean 48056 Very truly yours, By Oralee Shelton Joseph E. Sanzano, Planning Director Division of Planning and Environment JES/os cc: Elizabeth Sakarellos, Town of Southold H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2"d FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 Vi ' D(o_`ev,OFFICE LOCATION: so MAI :ING ADDRESS: SS Town Hall Annex O P.O.Box 1179 �54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) G Q outhold,NY 11971 ,�� • y0 Telephone:631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Leslie Kanes-Weisman, ZBA Chairperson Members of the Zoning Board of Appeals Cc: Julie McGivney, Assistant Town Attorney From: Heather Lanza, AICP, Planning Director �rq C � LWRP;Coordinator OCT 2 9 2025 Date::"0ctober 29, 2025 ionrng Board of Appeals Re: LWRP Coastal Consistency Review Sean R. McCoyd, #8056, SCTM# 1000-87.-3-66.4 This application is for variances based on`an application for a permit to demolish an existing dwelling and construct a single-family dwelling located less than the code required minimum front yard setback of 35 feet, and an accessory garage located in other than the code permitted rear yard. 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, it is my recommendation that the proposal is CONSISTENT with the LWRP. While the applicant argued that the proposed actions were exempt from LWRP review pursuant to Southold Town Code § 268-3 under the definitions of"minor actions" including- B. "Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (in place), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins,jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks);"and F. "Granting of individual setback, lot line and lot area variance, except in relation to a regulated natural feature or bulkhead or other shoreline defense structure or any activity with the CEHA." it was determined that the proposed work, which includes changing the position, size and number of structures on this parcel does not qualify as a "Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (in place)" and was therefore not exempt. After review of the application, the proposed work was determined to be consistent with the following policies: Policy 5.2. A. Minimize non-point pollution of coastal waters and manage activities causing non-point pollution. The proposed action calls for replacement of an existing asphalt driving with a pervious gravel driveway, establishment of a 10-foot-wide vegetated non-turf buffer adjacent to the existing seawall, and installation of a stormwater management system which will help to protect nearby surface water quality. Policy 5.1 C. Ensure effective treatment of sanitary sewage by requiring sufficient treatment of sanitary sewage to avoid negative impact to the sole source aquifer. The proposed action involves replacing a traditional septic system with new I/A OWTS sanitary system that will reduce Nitrogen pollution to the groundwater, helping to better protect both coastal waters. Policy 4.1 A. 3. Move existing development and structures as far away from flooding and erosion hazard areas as practical. Maintaining existing development and structures in hazard areas may be warranted for sites where relocation of an existing structure is not practical. While redevelopment in the coastal flood hazard area is technically inconsistent with the LWRP, this action is proposed for land that already is developed with no practical way to move the development out of the flood zone. The house is proposed to be built to withstand flooding and minimize loss of life and structures. Pursuant to Chapter 268, the Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. 2 d' } fiec&ed AUG 14.2025 TOWN OF SOUTHOLD BUILDING DEPARTMENT Zoning Board of Appear S SOUTHOLD,NY NOTICE OF DISAPPROVAL DATE: June 27, 2025 TO: Robert E. Herrmann(McCoyd) 1319 North Sea Road Southampton,NY 11968 Please take notice that your application dated May 5,2025: For permit: to demolish an existing dwelling and to construct a new single-family dwelling and an accessory age at: Location of property: 3360 Minnehaha Blvd.,Southold,NY County Tax Map No. 1000—Section 87 Block 3 Lot 66.4 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling on this nonconforming 11,007 sq. ft. lot(10,565 sq, ft buildable land) in the R-40 District is not permitted pursuant to Article XXIII Section 280-124.which states.lots measuring less than 20.000 square feet in total size-require a front yard setback of 35 feet. The proposed front yard setback is 19.4 feet. Additionally,the proposed accessM. garage is,not pennitted pursuant to Article III, Section 280-15 which states accessory buildings and structures-shall be located in the required rear yard and in the case of a waterfront parcel. accessory buildings and structures may be located in the front yard provided that such buildings and structures meet the front yard principal setback requirements as set forth by this Code and the side yard setback requirements for accessory buildings in Subsection B above. The accessory garage is located in the side ard?r Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. Received APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEAaUG 1. 4 2025 AREA VARIANCE Zoning Board of Appeal-- House No. 3360 Street Minnehaha Boulevard Hamlet Southold SCTM 1000 Section: 87 Block: 3 Lot(s) 66.4 Lot Size: 11,007 sf Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 6/27/25 BASED ON SURVEY/SITE PLAN DATED 4/9/25 Owner(s): Sean R. McCoyd Mailing Address: 37 East Franklin Court, Garden City, NY 11530 Telephone: 516-640-9156 Fax: Email:irishchapter2@yahoo.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative:En-Consultants for 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 4/9/25 and DENIED AN APPLICATION DATED 5/2/25 FOR: Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XXIII / III Section: 280 / 280 Subsection: 124 / 15 Type of Appeal. An Appeal is made for: (\j 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(0 has, ( ) has not been made at any time with respect to this property, UNDER Appeal No(s). 6804 Year(s). 2014 (Please be sure to research before completing this question or call our office for assistance) Receive Page 2,Area Variance Application Revised 6/2023 AUG 1.41025 REASONS FOR APPEAL zoning Board of Appeals (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? { } Yes,or {%Of No Why: See attached addendum. • Are there any Covenants or Restrictions concerning this land? to No { } Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Robert E. Herrmann Sworn to before me this 7th day Coastal Management Specialist of AV quSt ,20 25 KIM H. STEPHENS Notary Public-State of New York No.01ST5015931 Notary ublic Qualified in Suffolk County My Commission Expires August 02,202 SEAN R. McCOYD 3360 MINNEHAHA BOULEVARD SOUTHOLD,NY Received 93P SCTM#1000-87-3-66.4 AUG 14.2025 1) For the purpose of constructing a new, modernized FEMA-compliant single family dwellin �anndneaF� accessory garage in place of an existing FEMA-noncompliant dwelling wit�pthadqgdre, variance relief is requested for a 19.4-ft front yard setback in place of the existing 17.7-ft setback, where a minimum of 35 feet is required pursuant to Town Code Section 280-124; and for placement of the garage in a side yard where a rear or front yard location is required pursuant to Section 280-15. The new dwelling will be code-compliant with respect to lot coverage and GFA, and it will establish a conforming 37.2-ft rear setback in place of the nonconforming 30.2-ft rear setback. The subject property is one of roughly twenty waterfront parcels created more than 80 years ago by the Map of Laughing Water Section No.I and has been improved with a dwelling since the 1930s. In its decision last year that granted relief for dwelling additions with a nonconforming front yard setback of 16.4 feet at 2880 Minnehaha Boulevard, 6 properties to the east,the Board described the neighborhood of Laughing Waters as a community"made up of a variety of house sizes and styles developed primarily in the mid-20th [c]entury(and many recently updated and enlarged), on a variety of small, less than code conforming lots both upland and waterfront. As a result of meandering roadways that follows the creekfront...many homes within the community have received various forms or variance relief from the Board of Appeals." The Board elaborated that the nonconforming front yard setback in that case would"not be discernible to passersby and residents of the neighborhood, since the immediate neighbors of the subject property also have non-compliant setbacks." A stronger version of the same argument can be made for the subject proposal because in addition to the nonconforming front yard setbacks of the surrounding homes (e.g.,house to east is 19.4 feet, same as proposed),the new dwelling would increase the existing front yard setback,whereas in Case 7901 the previously existing front yard setback was decreased as a result of the approved additions and alterations. Relief to create or maintain similar and lesser front yard setbacks has been granted to other properties in the neighborhood, including 2950 Minnehaha Boulevard, 5 properties to the east, where in 2006 additions and alterations increased the degree of nonconformity of a dwelling with a 16.2-foot setback(Case 5865). Thus, granting the requested front yard setback relief will not result in an undesirable change to the character of the neighborhood or detriment to nearby properties. The proposed 1-story garage, now to be separated from the dwelling as an accessory structure; also would not create a change in neighborhood character or detriment to the neighbors. Included with the above noted various forms of neighborhood variance relief granted,by the Board of Appeals have been those for accessory structures in other than conforming yards. As described by the Board in its above referenced decision in Case 7901,which also permitted an accessory shed in a side yard, "garages, pools and sheds are common improvements within the Laughing Waters community." As another example, for 1515 Minnehaha Boulevard, located south and inland of the subject property,the Board in 2006 granted relief necessary to connect a previously existing accessory garage in a side yard to the primary dwelling structure with an addition,which Robert E. Herrmann Sworn to before me this 7th day of August, 2025 KIM H. STEPHENS Notary Public-State of New York cam' No.01 S 5015931 Suffolk Qualified in Suffolk County n J My Commission Expires August 02,20_ otary Public created a nonconforming side yard setback to the dwelling/newly attached gara.&rie(Case 634 Here the applicants are seekingto do the opposite b separating the existinga VV o(� the dwelling,which will comply with the required side yard setback. And though located in a side yard,the new detached garage and associated driveway are proposed in the saps & 1*1025 location as the existing attached garage and driveway, and the garage is set back roughly 8 feet farther from the road than the new dwelling,thereby keeping the appearanceL @h d of Appeals structure. Maintaining an attached garage would create a longer and bulkier�w �t� eling structure that would exceed the maximum GFA the recently adopted Town code revisions sought to allow, so the accessory design creates the greatest harmony with the neighborhood character and the least impact on surrounding properties. 2) The benefit of constructing a new, modernized, energy efficient, FEMA-compliant dwelling in place of the existing aging, FEMA-non-compliant dwelling without creating additional non- compliant encroachment on the adjacent wetlands cannot be achieved without variance relief due to the parcel's nonconforming lot size, especially the very narrow depth between Minnehaha Boulevard and the seawall adjacent to Corey Creek. The depth of the new house has been minimally designed (18.4 to 24.5 feet) to allow increases in both the front and rear/wetland setbacks, but the less than 90 feet lot depth in the center of the property makes including even minimally sized, 5-foot wide waterside and/or front entry decks impossible without at least one setback variance. And it is not possible to include an attached or detached garage without at least one additional variance request, either for the excess GFA relief that would be necessitated by attaching the garage to the dwelling or the relief requested herein for an accessory garage in a side yard,and both the limited parcel depth and required wetland setbacks preclude placing an accessory garage to the rear of the dwelling. 3) The requested variance for a 19.4-foot front yard setback is mathematically substantial at approximately 45% relief from the required 35 feet. However, the relief is not substantial in fact because of the commonness of nonconforming front yard setbacks in the neighborhood (e.g., proposed setback is same as house to east)and because the proposed setback represents an increase to the lesser, 17.7-foot setback that has existed for almost 100 years. The requested relief for the garage is mathematically substantial because placement of an accessory structure in a nonconforming side yard location is typically considered to require 100 percent relief. However, the relief is not substantial in fact due to the commonness of garages and other accessory structures in the neighborhood and the facts that the garage will be only one story in height;will comply with the minimum required side yard setback; will be positioned farther from the road than the front of the dwelling; and together with the proposed driveway will be located in the same general location as the existing attached garage and driveway. It should also be noted that the total increase in lot coverage created by the project is 228 sf,which increases from 16.1 to 18.3 percent. 4) The variances necessary to undertake the project will not have an adverse impact on the physical or environmental conditions on the site or surrounding neighborhood because the proposed project and associated mitigation measures have been designed to achiev a net beneficial environmental impact, specifically through a modest architectural design and mi ig Lion measures to reduce w Robert E. Herrmann Sworn to before me this 7th day of August, 2025 KIM H. STEPHENS Ota Public Notary Public-State of New York �' No.01 ST5015931 Qualified in Suffolk Count y My Commission Expires August 02,20. i 1 � I potential flood damage; protect and improve water quality; and protect the quality and function of the adjacent tidal wetland ecosystem, as described below. Received 0�1 AUG 1.j g� a. The mass and height of the proposed dwelling are compliant with recently adopte and sky plane limitations, and total lot coverage increases by only24i4 tBMTOnt 18.3 percent. ppeals b. The FEMA-noncompliant dwelling would be replaced by a more highly elevated, FEMA- compliant dwelling with substantially reduced exposure to risks of flood and erosion damage. c. Whereas the closest point of the existing deck attached to the waterside of the dwelling is located 28.7 feet from the tidal waters/wetlands fronting the existing seawall adjacent to Corey Creek, the closest point of the new waterside deck is proposed 35.5 feet from the bulkhead,thus achieving a roughly 7 foot or 24% increase to the wetlands setback. d. The existing conventional septic system located approximately 60 feet from wetlands will be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (I/A OWTS), which unlike conventional septic systems is designed to significantly reduce nitrogen loading into the groundwater table, located approximately 80 feet from wetlands, thus achieving a 20 foot or 33% increase to the septic system's wetlands setback. e. An existing asphalt driveway will be replaced with a pervious gravel driveway, thereby additionally decreasing lot coverage by impervious surface that is not counted as lot coverage. f. A 10' wide vegetated non-turf buffer is proposed to be established and permanently maintained adjacent to the seawall,thus restoring a portion of the historically cleared area of the property adjacent to the waterway, reducing the area of maintained and potentially treated turf lawn adjacent to wetlands, and increasing the separation distance between potentially treated turf lawn and adjacent waterway. g. A stormwater drainage system is proposed to capture and recharge roof runoff. h. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. 2) Given the size and dimensions of the property,the historically preexisting nonconforming setbacks, and the fact that the proposed construction will either reduce or eliminate those setback nonconformities, the difficulty creating the need for variance relief for the construction of a replacement dwelling is not self-created. The difficulty creating the need for a side yard location variance for the detached garage is not self-created because the recently adopted limitations on GFA effectively forces the need to build an accessory rather than attached garage, and placement of the garage to the rear of the dwelling is precluded by the extre y limited parcel depth and required wetland setbacks. Robert E. Herrmann Sworn to before me this 7th day of August, 2025 KIM H. STEPHENS Notary Public-State of New York No.01ST5015931 Qualified in Suffolk County // Xotahublic My Commission Expires August 02,20.1L. Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION Received �6 APPLICANT: Sean R. McCoyd SCTM No. 1000-87-3-66.AUG 1.4 2025 1.For Demolition of Existing Building Areas eal5 Zoning Board of App Please describe areas being removed:Existing 1-story dwelling with attached garage and deck. II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: N/A Dimensions of new second floor: 28'-6"x 24'-6"and 14'x 20' over new first floor Dimensions of floor above second level: N/A Height(from existing natural grade): 321-4" Is basement or lowest floor area being constructed?If yes,please provide height.(above ground)measured from natural existing grade to first floor: No (slab) III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: See attached project description. Number of Floors and Changes WITH Alterations: IV.Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 1,705 sf Proposed increase of building coverage: 228 sf Square footage of your lot: 11,007 sf; 10,565 sf Buildable Land Percentage of coverage of your lot by building area(lot coverage) 16.1% existing; 18.3% proposed Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory stricture: (Please refer to Chapter 280,Section 280-207 of the Town Code): 2,160 sf proposed For Residential lots,is project within the allowable.Sky Plane?(Please refer to Chapter 280,Section 280-208 of the Town Code): Yes V.Purpose of New Construction:Construction of a new modernized, FEMA-compliant single-family dwelling and accesory garage in place of an existing dwelling and attached garage with an original construction date in the 1930s. 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 property is relatively flat but low in elevation and adjacent to Corey Creek, and thus subject to wetlands setback restrictions that create difficulties in meeting all zoning code requirements (see response to"Reasons for Appeal"#2 Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for for further details). new construction,and photos of building area to be altered with yard view. SEAN R. McCOYD Received 3360 MINNEHAHA BOULEVARD SOUTHOLD,NY AUG 14 2025 SCTM#1000-87-3-66.4 Zoning Board of Appeais Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck, and construct in its place a new 1,182 sf, 1 & 2-story, single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps, and a 432 sf, 1-sty accessory garage; install wood utility platform and 4' x 7' outdoor shower;replace existing asphalt driveway with pervious gravel driveway;remove existing septic system and install new I/A OWTS sanitary system; install stormwater drainage system; and establish a 10-foot wide vegetated non-turf buffer adjacent to existing concrete seawall, all as depicted on the survey/site plan prepared by Young Associates, last dated April 9, 2025, and architectural plans prepared by Barbara M. Ruggiero Architect PC, dated April 28, 2025. vised 6/ 023 QUESTIONNAIRE Heceived FOR FILING WITH YOUR ZBA APPLICATION AUG 14 2025 A. Is the subject premises currently listed on the real estate market for sale? Yes X No Zoning Board of Appeals B. Are there any proposals to change or alter land contours? X No Yes,please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? Yes 2.)Are those areas shown on the survey submitted with this application? Yes 3.)Is the property bulk headed between the wetlands area and the upland building area? Yes 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? NO Please confirm status of your inquiry or application with the Board of Trustees: A wetlands permit application will be filed upon issuance of ZBA determination. If issued,please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? Yes E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property? NO If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. Pre Existing Certificate of Occupancy#35778 H. Do you or any co-owner also own other land adjoining or close to this parcel? NO If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. I. Please list present use or operations conducted at your property,and/or the proposed use Existing single-family dweling with attached garage;same with accessory garage. J. (exampl :existing single family,proposed:same with garage,pool or other) August 7, 2025 Authorized signature Date Robert E. Herrmann Coastal Management Specialist ppsu /( Town of Southold 5/21/2015 P.O.Box 1179 y 53095 Main Rd Southold,New York 11971 Received AUG 14 2025 CERTIFICATE OF OCCUPANCY Zoning Board of Appeals No: 35777 Date: 6/25/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 3360 Minnehaha Blvd, Southold SCTM#: 473889 See/Block/Lot: 87.-3-66.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/27/1980 pursuant to which Building Permit No. 10604 dated 3/27/1980 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: addition/alteration to an existing one family dwelling as applied for. Corrected on 5/20/2015 to change application date from 1/1/1900 to 3/27/1980. The certificate is issued to Sean&Jennifer McCoyd of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. N495431 10/1/80 PLUMBERS CERTIFICATION DATED Au o ed ignatu e t��y�yfFOLf �.� Town of Southold Annex 6/27/2012 �d.J-✓ 54375 Main Road Southold,New York 11971 Received 2�ru,:F AUG 1.4 2025 PRE EXISTING Zoning Board of Appeals CERTIFICATE OF OCCUPANCY No: 35778 Date: 6/27/2012 THIS CERTIFIES that the structure(s)located at: 3360 Minnehaha Blvd, Southold SCTM#: 473889 Sec/Block/Lot: 87.-3-66.4 Subdivision: Filed Map No. Lot No. conforms substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 35778 dated 6/27/2012 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wood frame one family dwelling with attached one car garage and brick patio.* NOTE:BP 10604 add/alt COZ-35777, NOTE: Electrical violation: electrical panel in closet The certificate is issued to Stiber,Natalie (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. Autho ' 'ign re \ I Town of Southold Annex 8/31/2012 t�' • SUfFOt,f � , !� P.O.Box 1179 54375 Main Road .'$y ::• Southold, New York 11971 ® tl-lecer CERTIFICATE OF OCCUPANCY Zoning Board of Appe4js No: 35927 Date: 8/31/2012 THIS CERTIFIES that the building ELECTRICAL _ Location of Property: 3360 Minnehaha Blvd, Southold, SCTM#: 473889 See/Block/Lot: 87.-3-66.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/20/2012 pursuant to which Building Permit No. 37456 dated 8/20/2012 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: 200 amp Overhead Service The certificate is issued to Stiber,Carolyn&Stiber,Alexander (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37456 08/29/2012 PLUMBERS CERTIFICATION DATED Q Authorized Signature Town of Southold Annex 9/18/2013 P.O.Box 1179 54375 Main Road . C��L�/ Southold,New York 11971 Reced -- — --- -- --------------- --- AUG 14 2025 CERTIFICATE OF OCCUPANCY Zoning Board of AppO81S No: 36512 Date: 9/18/2013 THIS CERTIFIES that the building ALTERATION Location of Property: 3360 Minnehaha Blvd, Southold, SCTM#: 473889 Sec/Block/Lot: 87.-3-66.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/25/2012 pursuant to which Building Permit No. 37625 dated 11/9/2012 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: alterations/repairs to an existing one family dwelling as applied for. The certificate is issued to McCoyd,Sean&McCoyd,Jennifer (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37625 9/3/13 PLUMBERS CERTIFICATION DATED 9/12/12 Cutchogue East Plumbing ��c- 9-- z.." oriz9 Signat re ��o`�SUFFQt,�coG�� Town of Southold 5/14/2015 .t P.O.Box 1179 q T 53095 Main Rd Received Southold,New York 11971 b� AUG 14 2025 CERTIFICATE OF OCCUPANCY Zoning Board of Appeaho No: 37559 Date: 5/14/2015 THIS CERTIFIES that the building DECK Location of Property: 3360 Minnehaha Blvd, Southold SCTM#: 473889 Sec/Block/Lot: 87.-3-66.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/8/2015 pursuant to which Building Permit No. 39491 dated 1/15/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS PER ZBA DECISION#6804 DATED 11-20-2-2014,AS APPLIED FOR The certificate is issued to McCoyd,Sean&McCoyd,Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED �WorizedSignature BOARD MEMBERS �l�F Soft Southold Town Hall Leslie Kanes Weisman,Chairperson hp� y�lO 53095 Main Road-P.O.Box 1179 Eric Dantes Southold,NY 11971-0959 Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning 'O a 54375 Main Road(at Youngs Avenue) Kenneth Schneider COUMV,� Southold,NY 11971 http://southoldtown.northfork.net l DP ZONING BOARD OF APPEALSNOV 2:5 TOWN OF SOUTHOLD � Tel.(631)765-1809-Fax(631)765-9064 DEPT. FINDINGS,DELIBERATIONS AND DETERMINATION Received MEETING OF NOVEMBER 20,2014 AUG 14 2025 ZBA FILE#6804 NAME OF APPLICANT: Sean McCoyd SCTM# 1000-82AA4Board of Appeals PROPERTY LOCATION:3360 Minnehaha Boulevard(adj.to Corey Creek), Southold,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 30, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 24, 2014.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 9,673 square foot water front parcel located in an R-40 zone. The parcel is developed with 1 story frame house and garage. The property has 132.42 feet along Corey Creek. The property then runs 105.37 feet along the East side, 109.75 feet along Minnehaha Blvd. and 89.23 feet along the West side. There is a dock, ramp, and floating dock on Corey Creek. A small section of the front yard is in Flood Zone X. The majority of the property is in Flood Zone AE El. 6. The survey shows that there is a proposed line of hay bales set back I5 feet from the concrete wall. The existing house is set back 35 feet from the concrete wall. All is shown on a survey by John T Metzger L.L.S.dated December 19,2012 and last updated September 18, 2014. BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-116B and the Building Inspector's September 30, 2014 Notice of Disapproval based on an application for building permit to construct a deck addition to an existing single family dwelling,at; 1)less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to construct a raised deck set back 29 feet from the concrete wall,where the code requires a 75 foot bulkhead setback. Page 2 of 3—November 20,2014 ZBA#6804—McCoyd SCTM#1000-87-3-66.4 ADDITIONAL INFORMATION: The applicant submitted (4) letters in support of his application. The applicant I also presented four prior Zoning Board of Appeals decisions granting variances for raised de a Blvd. These decks have similar bulkhead/concrete wall setbacks to the concrete wall setback being requested by the applicant. The variances are ZBA file No.'s 3937;4973; 5028;and 5065. �, FINDINGS OF FACT/REASONS FOR BOARD ACTION: AUG 14 ���b4�' Zoning Board of Appeals The Zoning Board of Appeals held a public hearing on this application on November 6,2014 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of modest single-family homes. i Rear decks are common in the neighborhood. The deck is in the rear of the house and will not be seen from the street. Existing vegetation will limit the adjoining neighbor's view of the deck. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The lot size and current configuration of the house is such that any expansion of the house will require a variance. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 62%relief from the code.However,the existing home is set back 35 feet from the concrete wall. The new raised deck is only six feet closer to the concrete wall than the house already sits. 4. Town_Law_§267.-b(3(.b)(4)..No.,.evidence has. been submitted to suggest that.a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and all storm water management will be in place during construction and the deck will be open to the sky. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a raised deck while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried,to GRANT,the variance as applied for, and shown on the Architectural Drawings by Barbara M.Ruggiero,Architect labeled A-01, 02 and dated September 30, 2014 and the site plan by John T.Metzger L.L.S. dated December 19, 2012, last revised September 18,2014. Subject to the following condition; CONDITION: 1)The deck shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. _ Received j Page 3 of 3—November 20,2014 M* ZBA#6804—McCoyd AUG 1:4.2025 SCTM41000-87-3-66.4 f Any deviation from the survey, site plan and/or architectural drawings cited in this decision 9e u� in elaysPpeals and/or apossible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree ofnonconformity. Vote of the Board- Ayes:Members Weisman(Chairperson),Schneider, Horning, Dantes. (Absent was:Member Goehringer) This Resolution was duly adopted(4-0). l V� Leslie Kanes Weisman,Chairperson Approved for filing / /�S'/2014 i AGRICULTURAL DATA STATEMENT Received ZONING BOARD OF APPEALS TOWN OF SOUTHOLD AUG 14 2025 WHEN TO USE THIS FORM: This form must be completed by the applicant for1fMiWcFt'dW0e of Appeals 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: Sean R. MCCoyd 2. Address of Applicant: 37 East Franklin Court, Garden City, NY 11530 3. Name of Land Owner(if other than Applicant):same 4. Address of Land Owner: 5. Description of Proposed Project:See attached project description. 6. Location of Property: (Road and Tax map Number)1000-87-3-66.4 7. Is the parcel within 500 feet of a farm operation? { } Yes {X} No 8. Is this parcel actively farmed? { } Yes {x} No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6_ (Please use the back of this page if there are additional property owners) 08 07 2025 Signature of Applicant ert E. Herrmann Date Coastal 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. SEAN R. McCOYD 3360 MINNEHAHA BOULEVARD Received SOUTHOLD,NY SCTM#1000-87-3-66.4 AUG 1.4 2025 Zoning Board of Appeals Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck, and construct in its place a new 1,182 sf, 1 & 2-story, single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps, and a 432 sf, 1-sty accessory garage; install wood utility platform and 4' x 7' outdoor shower;replace existing asphalt driveway with pervious gravel driveway; remove existing septic system and install new I/A OWTS sanitary system; install stormwater drainage system; and establish a 10-foot wide vegetated non-turf buffer adjacent to existing concrete seawall, all as depicted on the survey/site plan prepared by Young Associates, last dated April 9, 2025, and architectural plans prepared by Barbara M. Ruggiero Architect PC, dated April 28, 2025. 617.20 Appendix B Received Short Environmental Assessment Form %top Instructions for Comnletina AUG 14 2025 rci of Appeals Part 1-Project Information. The applicant or project sponsor is responsible for the compleMBiOVI' r�Y. 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: McCoyd Reconstruction Project Location(describe,and attach a location map): 3360 Minnehaha Blvd,Southold,SCTM#1000-87-3-66.4;located on north side of Minnehaha Blvd,north of Owaissa Avenue(map provided). Brief Description of Proposed Action: Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck,and construct in its place a new 1,182 sf, 1 &2-story,single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps,and a 432 sf, 1-sty accessory garage;install wood utility platform and 4'x 7'outdoor shower; replace existing asphalt driveway with pervious gravel driveway;remove existing septic system and install new I/A OWTS sanitary system; install stormwater drainage system;and establish a 10-foot wide vegetated non-turf buffer adjacent to existing c oncrete seawall,all as depicted on the survey/site plan prepared by Young Associates,last dated April 9,2025,and architectural plans prepared by Barbara M.Ruggiero Architect PC,dated April 28,2025. Name of Applicant or Sponsor: Telephone: 516-640-9156 Sean R. McCoyd E-Mail: irishchapter2@yahoo.com Address: 37 East Franklin Court City/PO: State: Zip Code: Garden City INY 111530 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: Town of Southold Board of Trustees, Town of Southold Building Department 3_a.Total acreage of the site of the proposed action? 11.007 sf b.Total acreage to be physically disturbed? 8,214 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 11,007 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑ Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial VResidential(suburban) ❑Forest ❑Agriculture Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ✓ 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,identifyName:Corey Creek,Name:Peconic Bay and Environs,Reason:S igni ficant coastal fish&wildlife habitat,Reason:Protect public health,water,vegetation,&scenic beauty,Agency:Southold,Town of,Agency:Suffolk County,Date:3-9-90, ✓ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES a✓ b.Are public transportation service(s)available at or near the site of the proposed action? Welt. - c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed actio ? r �L 025 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: Zoning Board of AQpe`Is 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: V 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Proposed I/A oWTS V 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: ff Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ((Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ✓ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 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: C/cw F Recelveu 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? AUG 14 2025 If Yes,describe: caning Roard of Appea s 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE I Le MATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE R E. Herrmann Applicant/sponsor name:CI-Mann ement Specialist, En-Consultants Date: August 7, 2025 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 aa I ® rge act may may o9MG I. A. 2MIr 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? ?oni ia Board of Armeal 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) Type text here Page 4 of 4 / \ BUflGUNOY CHAPD i♦NAY o 0 � � W type CT DR 4 C 4n°m 9 °S� Park 0 o OR w` OQ q o OR � LONG p{. 3 Budds Pond � Camp ENNEC AUG 025 (Methodist) z,' OQJ° MOCKINGBIRD B WtV'0 RO �yl LA r4 Zoning bard of Ape alb ' r ° of eld �F 9l a nln s Pt o (Pyn y Hippodrome'g SouthSta o� �2 Pond ^s �. O yo °�9� sr �oJ 5 90 °o o rNo EDON SOUTHOLD p To ry'i Park o0o p 5 p1 O A. Q� yfs m err o Founders o 1y Southold v �Ga HRL °Mi�DM Q�Qk 9 �rPP� Landing a' Harper Pt t, BAY JOCKEY CREEK DR r _' f o OE°�S PO N Y E dEC' o ,�P\SRO 7 RO t 5 o Rv y0 SO thold COR I �,c iP s A y LAw CUSTER S{--yD old o Custer gCLEARwEW o ` S o F�� HARBOR Llp Paradise, s tits . Institute x `• `1 m < 00 Q� SCHODR oQ DR ry 6 Point Rw SLEEPY " S AV 3 y° o BEpCHWO O ANCHOR D pQ° GIENN � �c � Q BASIN W yQQ JQ L p� x o w c o _ f LAKE OR •I: Q p0 U�` O xQ �o R081N � � o O 'a $ SOUARE G„pNE GREAT HOG " RIGGER LA o ¢ f rCl(0 0 Q F ° Pt°Q "r� a NECK z i 36 a o Hp5 o F o 0 2 5 wpw f 9<2 � ,� s Lle rr 5 BAYVIEW o m ¢ 90 N 9 f W fOg c4 �' - a Stie C Access via �90 vim,OPE HE £ Q On, Eme son m �� Av Subject Property) s N Pack yt°�Pyw N ST v Corey S 3 0 x < Ced Bea h Creels p Q¢ -'s C DAR w ° ooD Coun Par Mto .1 Q¢ a Cfp o DR '• j 5 B ACHE is o cr fo°" ° 4R ao srof Cedar Beach /� 2 Aryl O CrrVOS �' 2 c N Point 35 F= m PL wfST a"' o HOC- NECK O �POIM RD Suffolk County Hagstrom Map#44 W. F D '4Y BAY °_±2,000' -. 722530 i 72 3 , 03 , r r ; Jotns Map 52 f;, r v t r Haystr {In 4 } Board of Zoning Appeals Application Received OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) AUG 14 2025 Zoning Board of Appeals I Sean R. McCoyd residing at 3360 Minnehaha Blvd. (Print property owner's name) (Mailing Address) Southold, NY 11971 do hereby authorize (Agent) En-Consultants to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. 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 of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. (Owner's Signature) Sean R. McCoyd (Print Owner's Name) Rece eed AUG 14 2025 APPLICANUOWNER TRANSACTIONAL DISCLOSURE FORM Zoning Board of Appeals 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. YOURNAME: MCCOYD, SEAN R. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 4'n, day of 1 20� Signature Print Name Sean R. McCoyd `6�✓� Received AUG 1.4 2025 AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM Zoning Board of Appeals The Town of Southold's Code of Ethics prohibits conflicts of interest on the Dart of town officers and emplovees.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: Hermann, 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 Submitted this 7th y of AUgUSt ,20 25 Signature Print Name Robert E. Herrmann Town of Southold - - deceived LWRP CONSISTENCY ASSESSMENT FORM AUG 1:4 2025 A. INSTRUCTIONS l, All applicants for permits* including Town of Southold agencies, sh4W"W tKi�MAV for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 87 - 3 - 66.4 PROJECT NAME Sean R.McCoyd The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑ Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck,and construct in its place anew 1,182 sf, i & 2-story,single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps,and a 432 sf, 1-sty accessory garage; install wood utility platform and 4'x 7'outdoor shower;replace existing asphalt driveway with pervious gravel driveway;remove existing septic system and install new I/A OWTS sanitary system;install stormwater drainage system; and establish a 10-foot wide vegetated non-turf buffer adjacent to existing concrete seawall,all as depicted on the survey/site plan prepared by Young Associates,last dated April 9,2025,and architectural plans prepared by Barbara M.Ruggiero Architect PC,dated April 28,2025. Pursuant to Southold Town Code §268-5("Review of Actions")and the corresponding definitions of"actions" and"minor actions"by §286-3 ("Definitions"),the proposed work meets the following definition of a minor action and should thus be determined to be exempt from waterfront consistency review: "F.Granting of individual setback,lot line and lot area variances,except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CEHA." Therefore,all policies are noted herein as"Not Applicable." Location of action: 3360 Minnehaha Boulevard,Southold ed Site acreage: 11,007 sf 2025 X AU 011 4 zo Present land use: Residential,single-family dwelling with attached garage of Appeals Zoning 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: Sean R.Mccoyd (b) Mailing address: 37 East Frank Court Garden City,NY 11530 (c) Telephone number: Area Code 516-640-9156 (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 � V AUG9 Attach additional sheets if necessary Zoning Board of App@ lg Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 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 2025AUG 14 Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [—] No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-u� endent uses and promote siting of .. 'w water-dependent uses in suitable locations. See LWRP Section II - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Vy AUG 114,2025 Zoning Board of Appeeft Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLE Coastal Management specialist DATEAugust 7,2025 Robert E. errmann Amended on 811105 Received SEAN R.MCCOYD,3360 MINNEHAHA BOULEVARD,SOu idOLD AUG NP A ♦- T,.14.,x r I Y 4. i,ffe Figure 1. Looking southwest from Corey Creek at existing 1-sty dwelling with attached garage to be demolished and replaced with new 1&2-sty dwelling and accessory garage. r°!u it a- rr _ rr �srS r+r Figure Z Looking northwest from Minnehaha Boulevard at existing 1-sty dwelling with attached garage to be demolished and replaced with new 1&2-sty dwelling and accessory garage. �3 tt +�'f3� �ti z L__1__ f d imriuu`i, ; IIYIlil1111 �I' j —+------�—,--�—L� I —I—�--�— • y �_ I I - 87.-3-66.4 3/2014 1 1 I I 1 I 1 M Bldg. 1 ,> 1. ., . `�, b Foundation �� ts'rr%:1 Both Extension . t , / Basement Floors give` g� Extension 16�j7 _ �� 2- ' z Ext. Walls Interior Finish �- �� Extension Fire Place Heat Porch Roof Type 0! — ------- -- -- —---— �U; '--_�D—_— Porch Rooms i st Floor C6C= 0 147 CD l eezewcy+ ,_(�a G Patio Rooms ?_nd Floor i I- -- -- — Garage Driveway Dormer -- - --f -- - o f TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT FO MER-OWNER N E a ACR. S W TYPE OF BUILDING lJ 4; �Ga� I{{ (� R eli"t `I L4 CA_ 0 G1 t`a5 A. " RES. SEAS. VL. FARM COMM. CB. MILS. Mkt. Value LAND IMP. TOTAL DATE REMARKS en cp s�P�:g-.'t'� '° �m� I !1 Ft. �t�'` iJ ?,`'...a f�)'• ,� ��� .�- � �p°8"4._ /1�e:�.1�s v^;�l �""''a!<r. 1 tip _ m Tillable FRONTAGE ON WATERD o CD Woodland FRONTAGE ON ROAD n Meadowland DEPTH House Plot BULKHEAD Total SCTM # _ 7/ q 3/�TOWN OF SOUTHOLD PROPER ARD OWNER STREET 66 VILLAGE DIST. SUB. LOT 1211Mp-ACAAa 121vel Ld/ � ACR. TAAKS -file? TYPE OF BLD. �- s. PROP. CLASS v A LAND IMP. TOTAL DATE CD O cn O C) CD FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL EN-CONSULTANTS August 7,2025 . ReceivedSouthold Town Zoning Board of Appeals Town Hall AUG 53095 Main Road P.O. 41025 Southold 1NY 11971 "179 on�ne Board of 8d� Attn.: Kim Fuentes Re: Sean R. McCoyd 3360 Minnehaha Boulevard, Southold SCTM#1000-87-3-66.4 Dear Ms. Fuentes: Enclosed for review are ten(10) separate sets of the following for your review: 1. Notice of Disapproval, dated June 27,2025. 2. Office Check List. 3. Zoning Board of Appeals application including: a. Reasons for Appeal(3-page addendum); b. Applicant's Project Description; c. Questionnaire; d. Pre-CO#35778,ZBA File#6804 Decision; e. Agricultural Data Statement; f. Owner's Consent; and g. Applicant&Agent Transactional Disclosure Forms. 4. Short Environmental Assessment Form. 5. LMW Consistency Assessment Form. 6. Site Photographs. 7. Town property card. 8. Survey/site plan prepared by Young Associates, last dated April 9,2025. 9. Existing conditions survey prepared by Young Associates, dated May 9,2024. 10. Floor Plans & Elevations, Sheets ZBA-00—ZBA-07, prepared by Barbara M. Ruggiero Architect PC, dated April 28, 2025. 11. Application fee of$1,250. I hope this information shall allow you to process our request. Should any additional information be required, please do not hesitate to contact our office. Sin r Robert mann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsu[tants.com environmental consulting ZBA CHECK FEES - 2025 Funding Account-B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 8/11/2025 Bostic,Henry&Ambriel 8055 $1,000.00 1553 8/15/2025 Reversal of NOD 8/14/2025 McCoyd,Sean 8056 $1,250.00 9254 8/15/2025 8/15/2025 Bertorello,Robert 8057 $1,750.00 230 8/15/2025 $4,000.00 RECEIVED AUG 19 2025 Southold Town Clerk Fown of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 08/19/25 Receipt#: 344265 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8055 $1,000.00 1 ZBA Application Fees 8056 $1,250.00 1 ZBA Application Fees 8057 $1,750.00 Total Paid: $4,000.00 Notes: Payment Type Amount Paid By CK#9254 $1,250.00 En-Consultants CK#1553 $1,000.00 Finnegan Lay, P.C. CK#230 $1,750.00 Nancy J Bertorello Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Bertorello, Robert 1800 Country Club Dr. Cutchogue, NY 11935 Clerk ID: JENNIFER Internal ID: 8057 The Suffolk Time. See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518) 730-4551 State of Florida, County of Orange, ss: I, Edmar Corachia, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Oct 30, 2025 Notice ID:tNvXobFRZez277ZwTh09 Notice Name: ZBA Legal Notice November 6, 2025 Publication Fee: $235.15 EdmAr GoYAchiA vUUa+l�`lol4a�y4 JESSIOA GOROON-:OMPSON Agent _ a Notary Publk-Stat of Flor tla n� Commission C xH]atesa •ip�� Expires on aogo.n.ame VERIFICATION "Marla M State of Florida County of Orange Signed or attested before me on this:11/03/2025 Notary Public Notarized remotely online using communication technology via Proof. ZBA Legal Notice November 6, 2025 Page 1 of 3 1� SUFFOLK COUNTY LEGAL NOTICE LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,NOVEMBER 6,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS atthe Town Hall,53095 Main Road,Southold,New York 1 1 971-0959,on THURSDAY,NOVEMBER 6,2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at http:// southoldtownny.gov/calendar.aspx. 10:00 A.M.-JOHN M.HASLBAUER AND KATHLEEN E.HASLBAUER,AS TRUSTEES-#8049-Request for a Variance from Article XXXVI,Section 280-207 and the Building Inspector's May 22,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at:1)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;located at:50 Osprey Nest Road,Greenport,NY. SCTM No.1000-35-6-14. 10:10 A.M.-705 CR 48,LLC,ULSTER FARMS,LLC#8009SE-(Adjourned from August 7,2025,September 4, 2026 and October 2,2025) Request for Special Exception pursuantto Article IX,Code Section 280-41B(2)of the Southold Town Code,and the Building Inspectors February 14,2025 Notice of Disapproval,to allow and construct two buildings to be used for contractor businesses;located at 705 County Road 48,Mattituck,NY. SCTM#1000-113-12-13. 10:20 A.M.-THOMAS SMITH#8011-(Adjourned from May 1,2025)Request for Variances from Article III, Section 280-15;Article XXIII,Section 280-124 and the Building Inspector's February 24,2025,AMENDED March 4,2025,March 13,2025 and September 24,2025 Notice of Disapproval based on an application for a permitto legalize an"as built"demolition(as per Town Code definition)and reconstruct a single family dwelling complying with FEMA regulations;and to construct a second story addition to an existing accessory garage;and to construct an accessory pergola,an outdoor shower,and an accessory hot tub;at 1)single family dwelling located less than the code required minimum rear yard setback of 35 feet;2)more than the code permitted maximum lot coverage of 20%;3)second story addition to the accessory garage located in other than the code permitted rear yard;4)accessory pergola located in other than the code permitted rear yard;5)outdoor shower located in other than the code permitted rear yard;6)accessory hot tub located in other than the code permitted rear yard;located at 3121 Oaklawn Avenue,(adj.to Jockey Creek)Southold,NY. SCTM No.1000-70-6-10. 10.30 A.M.-HENRY H.BOSTIC III AND AMBRIEL FLOYD BOSTIC#8055-Request for a Reversal of the Building Inspectors June 11,2025 Notice of Disapproval,pursuant to Article 111,Section 280-13C and based upon an application for a permit to construct an accessory garage containing an artist studio;at:1)the proposed use in the accessory building is not a permitted accessory use;located at:5305 Narrow River Road,Orient, NY. SCTM No.1000-27-2-2.3. 10:40 A.M.-ROWSOM,ANDREA FAGAN IRRV.TRUST#8050-Request for a Variance from Article 111, Section 280-15 and the Building Inspector's July 10,2025 Notice of Disapproval based on an application for a permit to legalize an"as built'accessory in-ground swimming pool and an"as built"accessory shed with an attached deck;at:1)both structures are located in an area other than the code required rear yard; located at:825 Munn Lane,Orient,NY. SCTM No.1 GG0-17-2-7.1. 10:50 A.M.-JACLYN COSTANTINO AND ANDREW CHARRON#8052-Request for a Variance from Article III, Section 280-15 and the Building Inspector's May 27,2025 Notice of Disapproval based on an application for a permit to construct an accessory swimming pool;1)located in other than the code permitted rear yard; located at:155 Manor Road,East Marion, NY. SCTM No.1000-38-4-5.1. 11:00 A.M.-MICHAEL LIEGEY/TOWN CREEK REAL ESTATE,INC.#8069-Request for a Variance from Article III,Section 280-15 and the Building Inspector's July 11,2025 Notice of Disapproval based on an application for a permit to legalize an"as built'accessory swimming pool;at:1)located in other than the code permitted rear yard;located at 480 Ackerly Pond Lane,Southold,NY. SCTM No.1000-69-3-13. 1:00 P.M.-SEAN R.MCCOYD#8056-Request for Variances from Article 111,Section 280-15;Article XXIII, Section 280-124;and the Building Inspector's June 27,2025 Notice of Disapproval based on an application for a permitto demolish an existing dwelling and construct a single family dwelling and an accessory garage;at: 1)dwelling is located less than the code required minimum front yard setback of 35 feet;2) accessory garage is located in other than the code permitted rear yard;located at:3360 Minnehaha Blvd. (Adj.to Carey Creek),Southold,NY. SCTM No.1000-87-3-66.4. 1:10 P.M.-ROBERT AND NANCY BERTORELLO-#8057-Request for Variances from Article 111,Section 260- 15;and the Building Inspector's July 2,2025 Notice of Disapproval based on an application for a permitto construct an accessory garage and to legalize an existing shed;at:1)accessory garage is located in other than the code permitted rear yard;2)accessory shed is located in other than the code permitted rear yard; located at:1800 Country Club Drive,Cutchogue,NY SCTM No.10G0-109-3-2.18. 1:20 P.M.-ISAAC ISRAEL AND STEPHANIE ISRAEL#8051 -Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's July 10,2025 Notice of Disapproval based on an application for a permitto demolish,by Southold Town definition,an existing single family dwelling and construct a new single family dwelling;at:1)less than the code required minimum rear yard setback of 50 feet;located at 300 Private Road#4,(Diachun Road)Laurel,NY. SCTM No. 1000-127-8-17.4. 1:30 P.M.-615 PIKE STREET,LLC-#8035SE-Request for a Special Exception pursuant to Article X,Section 280-45B(9)of the Southold Town Code,and the Building Inspectors May 7,2025 Notice of Disapproval,to construct a one story commercial building with four(4)retail/takeout units and basement storage;located at 615 Pike Street,Mattituck,NY.SCTM No.1000-140-2-21. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Application Files are available for review on The Town's Weblink/Laserfiche under Zoning ZBA Legal Notice November 6, 2025 Page 2 of 3 Board of Appeals(ZBA)\Board Actions\Pending. Link: littp://24.38.28.228/WebLink'Browse.aspx7 icl=935072&dbid=0&repo=TownOfSOLIthold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing. Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809.or by email:kimfg-southoldtownny.gov. Dated: October 16,2025 LESLIE KANES WEISMAN,CHAIRPERSON ZONING BOARD OF APPEALS By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold, NY 1 1 971-0959 ZBA Legal Notice November 6, 2025 Page 3 of 3 S BOARD MEMBERS ��OF SOUj�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler 54375 Main Road(at Youngs Avenue) COU ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, NOVEMBER 6, 2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning),Town of Southold,the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY. NOVEMBER 6, 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 1:00 P.M. - SEAN R. MCCOYD #8056 Request for Variances from Article III, Section 280-15; Article XXIII, Section 280-124; and the Building Inspector's June 27, 2025 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a single family dwelling and an accessory garage; at: 1) dwelling is less than the code required minimum front yard setback of 35 feet; 2) accessory garage is located in other than the code permitted rear yard; located at: 3360 Minnehaha Blvd. (Adj. to Corey Creek), Southold, NY. SCTM No. 1000-87-3-66.4. The Board of Appeals will hear, all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit"written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under.Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http: 24.38.28.228/Web Lin kiLrowse.aspx?id=935072&dbid=0&repo=TownOfSouthold If.you have questions, please telephone our office at (631) 765-1809, or by email: kimf@southoldtownny.gov. Dated: October 16, 2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 i4uT1 (,. t � F ' t�t�IIV � The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow pink - httpm.//southoldtownny.gov/calendar.aspx NAM E MCCOYD , SEAN # 8056 JCTM # : 1 000-87-3-66 .4 04ARIANCE0 YARD SETBACK FOR DWELLING & LOCATION OF GARAGE BEQUEST: DEMOLISH DWELLING & CONSTRUCT A NEW SINGLE-FAMILY DWELLING & AN ACCESSORY GARAGE DATE THURS. , NOV. 61 2025 1 :00 PM You may review the file(s) on the town's website under Town Records/Weblink: ZBAI Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 EQ(�-� � ®rj Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 a Southold, New York 11971-0959 Fax(631)765-9064 ZONING BOARD OF APPEALS DATE: October 6, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The November 6, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Belowplease�see instructions,required toy prepare for�the ZBA public h�eari'ngrwhich includes: PLEASE READ CAREF.ULLY. t.. r. x 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than October 30, 2025. To avoid weather damage to-your sign please affix it to a sturdy surface such as Plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by October 30,2025,verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by rSPS::CertifaedlVIrai1, "Return:=Recep` the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZBA Public Heah'i is Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by October 20, 2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf c@southoldtownny.gov or elizabeth.sakarellos@town.southold.py.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/11008/tentroII2025-1 IMPORTANT INSTRUCTIONSAl Scan and email they:i�T`SPSmahngfreyceipts, green signature cards.and affidavits to kim"f(a outholdtownny ov,nd *a PRO'M'PTLY USPS A1Al IL the ORIGINALS to the`Town.of Soutliold ZB4001 BoX 117�9,�Southold Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason,you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant La_serfiche Instructions for Zoning Board of Appeals Records OF •O 'rpor ie� YORKMEDIA _. SOCIAL Gotrernmen ertrice. > os Do L.. r- i 1 NonfyMt:�, .:.Maps- Agendas&,' " - •Town Code Online Payments_...--'ToWrsR.0 rds. Forms . �, Stgn up,to receive _ 31Qinutes., . . >!Y PaY Your bilLc Weblirs L erSche Fonns/AppGcations, � nori,w ieceive Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche WebLink MYwee�nk Hap• aoa,t ,Ig,o.n Home Browse Search To—OfSou[nold TownOfSouthold Name Page count Template name'11* - —Town Clerk Entry Properties rr Town Historian Path .7 Trustees r�wnf,'f5rv:thoid Zoning Board of.4ppeaK(ZBN Creation date 515201A t 152:41 AM Page 2 of 2 First « t 12 29 Entries tact modified I,'!2P01]8:0&21 AM z Metada a `o n:etacata assignei Above: -The second of two pages you will find"Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. Laserfiche Instructions ZBA Fe Pages Page 2 Laserfiche WebLink ` W Wchunt Hclp About sign et Home Browse Search rowno'Southold>Zoning Board of Appeals(ZBA) Zoning Board of Appeals Name Page count Template name (ZBA) J Alphahencal lode. 2 Entry Properties —,Board Actions I]Laserfiche Search Guides Path '�Meeting Schedules T�wn015uuttwldk'.onely Buai u of Aype-IS lZBAI Minutes/Agendas/Legal Nodces'Heanngs creation date Pending 7/ilp'_001 1::'7'16 Pro Reports Last modified _ 5/23/2017!1:07:!^_AM Spenal Event Permits r Training Requirements ZBA Offtnals a Metadata ZBA POIiCIeS "lo metaoata assigned Exceptions List Code 290-10C(3) 1 -o lunsdlcdon Listing 1 ZBA Book of Mapped 1977 xining Lots 189 ocMure&Resuhz :aMhmalJpapsmearsVsa2 �Bulk Schedules s Agreements.Contracts L Leases Page 1 of 1 14 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on `Board Actions"folder to open. ,u Most Visited a Getting Started P Southold,NY-Officia... Fj NetZero-My NetZero... Date Duration C31CUI3 TownOfSouthold-La... t Southold-Cor Laserfiche WebLink E Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Hoard Actions>Pending Pending Name _ 9025 MAIN ROAD LLC.CARDINALE a Entry Properties - ;"j C&L REALTY-Withdrawn Path j JEMCAP SD 1 LLC �n PECONIC RECYCLING TRUCK 4 J----> °-i- THE ENCLAVES Creation date #7370-Frend 1000-128-6-6 3/28/2017 11:36:07 A,41 #7379-Solutions East 1000-13-3-1 Last modified 6/92020 3:53:58 PM 97383-Spiller 1000-59-5-8.3 -- - ° 073845E-HNF Resorts.Mydon Resorts-Campground-1000-40-3-5 St Metadata #7385 SE-Fried 1000-50-1.13.1 No metadata assigned ; #7386 860 Bayview Drive-LLC 1000-37:5-10.1 #7387 Hard Corner 1000-61-4-1 97387 Hard Corner-SITE PLAN-Arch Plans 1000-61-4-1 07388-Minton irrev.Trust 1000.128.-2.20 #7389 Benic 1000-71-1-4 #7406-Nappa 1000-86-1-1.5 Page 1 of 1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http•//24 38.28.228:2040/weblink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files Page 3 Laserfiche Web Link v Mywe0ene Help Atv— gnat Home Browse Search iewnOfSouthoid>Zoning Board of Appeals(ZBA) Board Actions Board Actions Name Page count Template name 1957-19]9 Entry Properties .. ?]1980-1999 Path �j 2000 1—.O(SouthoidtZcning Boar) Uf AppeAs(ZBAi16Uard Aclons _l 2001 creation date t-D 2002 711N2001 12D:55 PM 0 2003 Last modified 2004 312V2017 11:36'07 AM n 2005 Me[adata 2006 No memdata ns gned n 200. -1 2008 "]2009 &RauHs - 'l 2010 1wia'p-smeareuses7 I 2011 2012 2013 201a 77 2015 '2016 J 2017 P-7 Pending vw.Malmlinecom/he31Gh/Pap-smear-Uaes2 n..-..I�. -.------ Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". admd ardwse searrn OvnfCf5ay4-td•;-on:n§90drd clA�y-t31t;ZW>wa�o acauns•xol] 2017 yam- da6e coons re3dWase name 3,53a6 30J 3wm Ac0ortt Elms Properdes 3oa.d KPa't d i9'3 J3 Pam $—7 a8 3wrdnmons mirJ'4.ulhnld4r,n;nj i4+rrd � of al>,9eals lZt)nitUrleld u JdOI � -sae �� crmddn date 9 Toll J! ward Astwns .�"4 rrs:9;•x 4A a—dAmons g Ol_ 9 las(rtladified 3oard Acuam YZY24179_SIh• 2!Ola Ile 6)Otf 37 amrd atPdns MMaddcl - ?.Jat6 a3 3wrd Acmm „P nr.at.tlaa u I S l 1i ?D 3wm+cwns it-o'. 00 3oard acsms e J919 58 3wra.amom S 7a'.P 50 awrd>coom d-OL: s9 3w.dAoons e, 2 ]3 3oard Acorns $ .J 33s 3wr0amc+5 :02< da 3wrtl:�'rns 4 RIlO LIB 3oard atnona :D3J 30 9Pam ondns •o_a 03 xard corns d:p:9 3wrd,:clero Above: See listed File Numbers. Click on file you are searching. a Laserfiche Instructions ZBA Files Page 4 Cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche Web Link _cv:el M Home Browse Search Customae ward, Sort results•YY Relevance Records Management search 71 - �7016 Feld name Board Actions-83 pagels) Choose field Page counC 83 Template name:Board Actions Reset image 3...:Colin and Kristen Cashel PROPERW LOCATION:162 Lower Shingle Hill.Fisher... Page a._19.201747016.Cashel SCTh1 No.1000-9-1-26 minimus approval to remo... Page 5-y 19.2017 47016.Cashel SCTM No.1000-9.1-26 GRANT.the variances as... S—&;erns Page 9...COLIN&MSTEN CASHEL SECTION 009 BLOC... Page 20-Thomas Ahlgrw(Cashelx PO Box 342 Fishers Isiand.NV... s Show more information... 7019 Board Actions-56 page(s) Page counC 56 Template name:Board Actions Page 4a._900 A.&I:COLIN CASHEL AND variances under Mile IiI.Section ANN_ Page 48-ance(s)KRISTEN CASHELv7016-Request proposed trellis located in other the... Show more information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.4-1. Laserfiche Web Link so ^ay YJebune I Help,'we"` 'vl Home Browse Search TownOfSoutnNd>Zoning Board of Appeals{ZBA)>Mlnutes/Agendas/Legal Nodces/Heanngs Minutes/Agendas/Legal Name Page count Template name- - Notices/Hearings --11957-1979 2 Entry Properties 1980-1999 2000-2009 Path 2010 TownOfSoutholc�Zoning Board of Appea is _J 2011 HP.afin (2BAI1Miearn,ARCOdaYLe$al .:J 2012 NOtiC25.' gs Creation date 2013 M G200'2:57;40 PM -73 2014 Last modified n 2015 I2/16J20 5 2:15:'a c&: n 20:6 R Metadata `I 2017 No metadaca assigned page'of 1 I I Ent, Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. _t Laserfiche Instructions ZBA Files Page 5 Laserfiche WebLink My webUrk Hap About Home Browse Search TomnOfSoutholci>Zoning Board cf Appeals!ZBA)>Minutes,AgendaslLegal Notices/Hearin&3>2017 2017 Name Page count Template name . ZBA-01/OS2017 7 2 Entry Properties j 28A-01:0520t7 Agenda 4 Path u ZBA 01/05/2017 Hearing 40 1ownOfSO19hOlol;'0ning Board Z3A-01105/2017 LN 3 of Appeals (ZBAI�UinuteVAgenclasilegal a ZBA-011192017 2 NoticeSlHearings`.2017 _d Z3A-01/19/2017 Agenda 2 Creation date 12n 62016 2:15:14 PM a ZBA-0Z/02R017 7 Last modified _;ZBA-021022017 Agenda 4- 6,11912017 4:53:59 PM ZBA-02t022017 Hearing 45 2 Metadata ZBA-02/022017 LN 3 ZB.A-02/16/2017 Agenda 3 No me-taduta assigned ZBA-02/16/20175Pecial 3 educe&Results d ZBA-03/02/2017 7 MhesttlJpap-smealYlhes2� J ZBA-03/022017 Agenda 4 - -_- ;ZBA-031022017 Hearing 65 ZBA-0 3/0 22 01 7 LN 3 ZBA-031162017 Agenda 3 Z8A-03/162017 Special 3 ZBA-0a/06/2017 5 ZBA-04/052017 Agenda 4 ZBA-0Q 062017 tieanng 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 f ' TOWN OF SOUTHOLD ��,� ZONING BOARD OF APPEALS Appeal No. Vv SOUTHOLD, NEW YORK IVcCo�t� AFFIDAVIT I OF f In the Matter of the Application of: MAILINGS i i Sean R. McCoyd (Name of Applicant/Owner) 3360 Minnehaha Bouelvard, Southold SCTM No. 1000- 87-3-66.4 (Address of Property) (Section, Block& Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, ( X) Agent Robert E. Herrmann i rmWiggxtDBA En-Consultants, 1319 North Sea Road, Southampton New York, being duly sworn, deposes and says that: i On the 17th day of October 12025, I personally mailed at the United States Post Office in Southampton ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the (X) Assessors, or( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. — .k ignature) Sworn to before me this 28th day of October 2025 KIM H. STEPHENS Notary Public-State of New York No.01 ST5015931 (Notary Publipy Qualified in Suffolk County .�c My Commission Expires August 02,209 PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. \ • 5a 1000-87-3-35 C)'A,41 Brian & Lynn Tully 1000-87-3-66.3 215 Kensington Road D & L Pascale Trust Garden City, NY 11530 120 Euston Road Garden City, NY 11530 1000-87-3-36 1000-87-3-69 Mark & Audrey Ammirati Laughing Waters P O A 247 Crocus Avenue PO Box 20 Floral Park, NY 11366 Southold,NY 11971 1000-87-3-38 1000-87-4-10 William Ainger & Susan Monaco Town of Southold 381 6th Street PO Box 1179 Brooklyn, NY 11215 Southold, NY 11971 1000-87-3-10.1 Jennifer Handau 43 Fleetwood Drive New Fairfield, CT 06812 ■ • service'" .., ■ • RECEIPT -� ■ © ■ ■ CET IFIED MAIL •e • I ' Domestic Mail Only, a fm ° a Ln • �' I .n v r%.. 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Irl CERTIFIED o RECEIPT - �• • D' ru r-i , a . . ° i Ln r- Certified Mail Fee fr I Certified Mall Fee Ln $ Jv�� o $ EMra Services&Fees(checkbox,add tee as'appropriate), r. Extra Services&Fees(check box,add fee es appropriate) ❑Return Receipt(hardcopy) $ ti / rU ❑Return Receipt(hardcopy) $ y' -�-(, • O ❑Return.Receipt(electronic) $ -, +r 'POd , ❑Return Receipt(electronic) $ ,'`` Pos ark ❑Certified Mail Restricted Delivery $. '' ; C3 ❑Certified Mail Restricted Delivery $ r y;`f Her t '� � []Adult Signature Required $ ❑Adult Signature Required $ / � 1 ❑Adult Signature Restricted Delivery$ i rU ❑Adult Signature Restricted Delivery$ )°�- A �0T } 1 Ln p Postage id Postage G� - J C3 �t) $ ,4'��i ,�,r ( ri Total l m Total PC y o $ enr Laughing Waters P O A Er �--- 0 Sent To Mark&Audre Ammirati iti 247 Crocus Avenue C0 C'] Sireefa � "' Icp street pp BOX 20 city,srt Floral Park NY 11366 Ln cry,s, Southold,NY 11971 :.t r . .•r•,. - ■ Postal Service" • iceT Er CERTIFIED MAILP RECEIPT I Domestic - Bm . i a MINOR,0mFor delivery inform Ul Colll r+- Certified Mail FeeF i M Certified Mail Fee Ln \ L1\l< « � yO $ r�- $ Extra Services&Fees(check box,add fee as appropdate) ..� Extra Services&Fees(checkbox,add fee as appropdate) I rU ❑Return Receipt(hardoopy) $ ❑Return Receipt(hardcopy) $ _ - •') m r Y`�f r Pos 6TK *I 1 ❑Return Receipt(electronic) $ _ s s��POstmark O ❑Return Receipt(electronic) $ I ❑Certified Mail Restricted Delivery $. -I H red { � ❑Certified Mail Restricted Delivery $ '�)11•?, Here ), Adult Signature Required $ r )l r% ❑Adult Signature Required $ E3 ❑ r`CV r�}) I r ❑Adult Signature Restricted Delivery$ Mc] ❑Adult Signature Restricted Delivery$ U /QL r L) Postage r ,�%� Postage mTotal P 1 - I Total Post $ William flinger& Susan Monaco Sent To Town of Southold Sent T --reef', 381 6"' Street ------- S st;�et rd PO Box 1179 r` Brooklyn,NY 11215 ------ t'� Southold,NY 11971 p^ City State, City S Er CERTIFIED , O . ■ Domestic Mail Only m For delivery information,visit our website at WWw.USPS�Come. M Certified Mail Fee o $ ..A Extra Services&Fees(check box,add fee as appropriate) ! 1. rU ❑Return Receipt(hardeopy) $ U ❑Return Receipt(electronic) $ _r t ® Postmark t3 ❑Certified Mall Restricted Delivery $ 4 Here []Adult Signature Required $ ^ „s•' ->' ru []Adult Signature Restricted Delivery$ ul Postage O $ - r-q Total Pa, r` $ Er Er Sent To Jennifer Handau i 43 Fleetwood Drive -�p Streetal � Ln a--^ crty,sra New Fairfield, CT 06812 - 10/29/26,8:31 AM USPS.com@-USPS Tracking@ Results USPS Tracking® FAQs > Remove X Tracking Number: _ 70203160000175751115 l l Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 11:35 am on October 20, 2025 in GARDEN CITY, NY 11530. Get More Out of USPS Tracking: -n m CD USPS Tracking Plus® CL v 0 Delivered Delivered, Left with Individual GARDEN CITY, NY 11530 October 20, 2025, 11:35 am See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking PlusO u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?qtc_tLabelsl=70203160000175751115 1/2 10/29/25,8:31 AM USPS.com®-USPS Tracking®Results-, USPS Tracking® FAQs ' Tracking Number: Remove X 95890710527026036635 6 Copy Add to Informed Delivery(httpsJ/informeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 12:22 pm on October 21, 2025 in GARDEN CITY, NY 11530. Get More Out of USPS Tracking: m m USPS Tracking Plus® a v n Delivered Delivered, Left with Individual GARDEN CITY, NY 11530 October 21, 2025, 12:22 pm See A—---- _ — ----- SENDER: racka What Dtl • Complete items 1.2,and 3. A Signature ge) i ■ Print your name and address on the reverse O Agent J so that we can return the card to you. ❑Addressee i I ■ Attach this card to the back of the mailpiece. Received rioted Name) C. Date of Delive 1 Text A or on the front if space permits. ry 1. Article Addressed to: D. Is delivery address different from item i? O Yes t If YES.enter delivery address below: p No 1 USPQ u ;a Prod D&L Pascale Trust f �/ 120 Euston Road 3. Service Type ❑Priority Mail Expressp ❑Adult Signature R Garden City,NY 11530 El Adult Signature Restricted Delivery ❑Registered Mai g ry El Registered Mail Restricted i Certified WHO Delivery I ❑Certified Mail Restricted Delivery ❑Signature ContirmationTM ❑Collect on Delivery ElSignature Confirmation 1 2 — " 7elivery Restricted Delivery Restricted Delivery 9'S8..9 •0?10. 52?0 '2603 6:LH`; _66 l I t Restricted Deriyery Track Anot (over$500) PS Form 381 1,duly 2020 PSN 7530-02-000-9053 Domestic Return ReceiF I Enter tracking or barcode numbers https:Htools.usps.com/gorrrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052702603663566%2C 1/2 10/29/25,8:32 AM USPS.com®-USPS Tracking®Results USPS Tracking° FAQs Tracking Number: �('�� Remove X 70203160000175751122 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 11:27 am on October 20, 2025 in FLORAL PARK, NY 11001. Get More Out of USPS Tracking: .n m USPS Tracking Plus® 6 v 0 Delivered 77 Delivered, Left with Individual FLORAL PARK, NY 11001 October 20, 2025, 11:27 am See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70203160000175751122%2C 112 10129/25,8:32 AM USPS.com®-USPS Tracking®Results USPS Tracking' FAQs > Tracking Number: ,i�� V 1k S Remove X �v 9589071052702603663 65 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update This is a reminder to please pick up your item at the SOUTHOLD, NY 11971 Post Office. Get More Out of USPS Tracking: USPS Tracking Plus@ CD n. Delivery Attempt ® Reminder to pick up your item F I SOUTHOLD, NY 11971 October 27, 2025 i Available for Pickup SOUTHOLD 710 TRAVELER ST SOUTHOLD NY 1 1 971-1 000 M-F 0900-1700; SAT 0900-1300 October 22, 2025, 9:41 am Available for Pickup SOUTHOLD 710 TRAVELER ST SOUTHOLD NY 11971-1000 M-F 0900-1700; SAT 0900-1300 October 22, 2025, 9:05 am Arrived at Post Office SOUTHOLD, NY 11971 October 22, 2025, 6:13 am Arrived at USPS Facility https://tools.usps.com/goffrackConfirmAction?tRef=fu IIpage&tLc=2&text28777=&tLabels=9589071052702603663665%2C 1/3 10/29/25,8:32 AM USPS.com®-USPS Tracking®Results RIVERHEAD, NY 11901 - October 22, 2025, 1:01 am Departed USPS Regional Facility I MID NY DISTRIBUTION CENTER October 22, 2025, 12:11 am Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER October 21, 2025, 3:27 pm Departed USPS Regional Facility METRO NY DISTRIBUTION CENTER October 21, 2025, 2:39 pm Arrived at USPS Regional Facility METRO NY DISTRIBUTION CENTER October 21, 2025, 10:42 am Processing at USPS Facility BRIDGEHAMPTON, NY 11932 October 20, 2025, 9:15 am Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER October 19, 2025, 1:30 pm Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less Track Another Package https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=9589071052702603663665%2C 2/3 10/29/25,8:32 AM USPS.com®-USPS Tracking®Results__ USPS Tracking® FAQs > Tracking Number: Remove X 70203160000175751139 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 10:43 am on October 20, 2025 in BROOKLYN, NY 11215. Get More Out of USPS Tracking: -n m CD USPS Tracking Plus° CL v Delivered Delivered, Left with Individual BROOKLYN, NY 11215 . October 20, 2025, 10:43 am See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking PlusO u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70203160000175751139%2C 1/2 10/29/25,8:33 AM - USPS.comO-USPS TrackingO Result._, USPS Tracking® FAQs > Tracking Number: w n � �5oAM Remove X I 9589071052702603663696 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item has been delivered and is available at a PO Box at 9:22 am on October 22, 2025 in SOUTHOLD, NY 11971. Get More Out of USPS Tracking: -n m CD USPS Tracking Plus® CL v Delivered Delivered., PO Box SOUTHOLD, NY 11971 October 22, 2025, 9:22 am See All Traci What Do USP 0 Complete items 1,2,and 3. 'j trA gnatur / i Ae) ■ Print your.name and address on the reverse X } so that we can return the card to you. I ■ Attach this card to the back of the mailpiece, B. eceived by n led Name) Text & Ems or on the front if space permits. GS .._: v 1. Article Addressed to: Is delivery address different from item 14 Yes/ _ If YES,enter delivery address below: p No USPS Trac ,-- -- - — — u 1 Town of Southold PO Box 1179 3. service Type priority Mail Express® I u Product Inl ❑❑Adult Signature ❑Registered MailTm Southold,NY 11971 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified MOD DeI've ry h l ❑Certified Mail Restricted Delivery ❑Signature Conflrmation- ;', ❑Collect on Delivery L]Signature Confirmation ve.-n Delivery Restricted Delivery Restricted Delivery j ^9589 0710 � 70 6n�� 6 9r., all lli�li,,.ii�,rifli,i., , . .i,.Y.tilikl Q $� y life 11 Track Another Pac. PS Form 3811.July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I' Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052702603663696%2C 1/2 10/29/25,8:33 AM USPS.comO-USPS Tracking®Results l USPS Tracking FAQs > �b�la Tracking Number: Remove X 9589071052702603663689 Copy Add to Informed Delivery (https:Hinformeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 9:01 am on October 23, 2025 in NEW FAIRFIELD, CT 06812. Get More Out of USPS Tracking: USPS Tracking Plus® m Cl) lz Delivered Delivered, Individual Picked Up at Post Office NEW FAIRFIELD, CT 06812 October 23, 2025, 9:01 am See All Tra ----- - ---—— - ---- � —. -- --SECTION - SENDER: COMPLETE THIS •MPLETE THIS SECTION ON DELIVERY What Do US� ■ Complete items 1,2,and 3. A.Sig ure be) ■ Print your name and address on the reverse �� ❑Agent so that we can return the card to you. X I \ ❑Addressee I ■ Attach this card to the back of the mailpiece, B. Received by bt Name) ate o De ivery Text & EH or on the front if space permits. ` i C 1. Article Addressed to. D. Is delivery address different from item 1 ❑ s J If YES,enter delivery address)-lo_w* No USPS Tral - �'' u - -4 ="Jennifer"Handau` - �w , �Y/•^'' Product II' xV''/ I 43 Fleetwood-Drive 1 3. Service Type New Fair ❑Adult Signature 'keg Mail { field, CT_06812 . ❑Adult Signature Restricted Derive l]Registered MafITM+ Delivery O Registered Mail Restricted; Certified Mailo Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmation- El � ❑Signature Confirmation --'-`"':: �� ❑Collect on DeliVe 9 5 8 9, .710 ''4,� -,..- �w v.; Fy�iestdcted Delivery Restricted Delivery 2 7� 2 6 3 .6 6 3: s ' Restroted Deri89 de f ry. i Track Another PS PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt [Enter tracking or barcode numbers r https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052702603663689%2C 1/2 TOWN OF SOUTHOLD (� ZONING BOARD OF APPEALS SOUTHOLD,NEW YORK M-CCI AFFIDAVIT OF In the Matter of the Application of: POSTING Sean R. McCoyd SCTM No. 1000-87-3-66.4 (Name of Applicants) (Section, Block& Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1, Tyler Rochon rxcat DBA En-Consultants 1319 North Sea Rd Southampton ,New York, being duly sworn, depose and say that: I am the ( ) Owner or(X)Agent for owner of the subject property On the 28th day of October , 20 25, I personally placed the Town's Official Poster on subject property located at: 3360 Minnehaha Blvd, Southold indicating the date of hearing and nature of application noted thereon, securely upon subject property, located ten (10)feet or closer from the street or right-of-Way(driveway entrance)facing the street or facing each street or right-of-way entrance,* and that; I hereby confirm that the Poster has remained in place for seven (7)days prior to the date of the subject hearing date, which hearing date was shown to be November 6, 2025. -7,/,,, -Z�, (O er/Agent ignature) Sworn to before me this 28th Day of October , 2025 AJ KIM H. STEPHENS �L. Notary Public-State of New York Public No.01ST5015931 (Notary ) Qualified in Suffolk County gp My Commission Expires August 02,2 / * near the entrance or driveway entrance of property, as the area most visible to passerby b ,.i IIII - PBpA t , a�1 ,�_ � ,i0/_ - ...J•-{ Y ..j fin '=� �.fy •4-; s BOARD MEMBERS �Qf SO(/jy Southold Town Hall Leslie Kanes Weisman,Chairperson ,�0� 0���, 53095 Main Road• P.O.Box 1179 Patricia Acamporai Southold,NY 11971-0959 Robert Lehnert,Jr. G Q Office Location: Nicholas Planamento l Town Annex/First Floor Margaret Steinbugler �'Q(1N'f`I,� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 \2�August 14, 2025 'oo Mr. Joseph E. Sanzano, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Sanzano: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 8056 Owner/Applicant: McCoyd, Sean Action Requested: demolish an existing dwelling and construct a new single family dwelling and an accessory garage Within 500 feet of: ( ) State or County Road (� Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Q0airperson By: WJAL'kff-�- -�- Encls. Site Plan/Survey: Young Associates, last dated April 9, 2025 Appendix A - County Referral Form Appendix A-Suffolk County Planning Commission Guidebook Suffolk County Planning Commission Submissionm for Planning and Zoning Referrals Municipality: Town of Southold Hamlet: Southold Local Case Number: 8056 District: 1000 Section: 87 Block: 3 Lot:66.4 Local Meeting Date: 11/6/2025 Application/Action Name: McCoyd, Sean Public Hearing: no Yes INo Referring Agency: Type of Referral: Planning Board or Commission VGML239/A14-14 S.C.P.C. Regulatory Review •' Zoning Board of Appeals �SEQRA Coordination &Advisory Town Board/Village Board of Trustees Request for Informal Input from S.C:P.C. SEQRA Action: FEAF Lead Agency Draft Scope Draft EIS Dinal EIS Dindings Brief description of application or proposed action: demolish and existing dwelling and to construct a new single family dwelling and an accessory garage Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of. A municipal boundary, The boundary of any existing or proposed county, state, or federal park or other recreation area, The right-of-way of any existing or proposed county or state road, An existing or proposed county drainage channel line, The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, The boundary of county, state, or federally owned land held or to be held for governmental use, • The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision E1SEQRA Only ❑Zoning Ordinance or Map (Adoption or Amendment) Use Variance ❑Moratorium Special Use Permit/Exception/Conditional Use Area Variance Site Plan ❑Code Amendment Official Map Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Contact Information Municipality Contact Name: Leslie Kanes Weisman Department/Agency: Zoning Board of Appeals, Town of Southold Phone Number: 631-765-1809 Email Address: donnaw@town.south old.ny.us Applicant Contact Name: En-Consultants Applicant Address: 1319 North Sea Rd, Southampton, NY 11968 BOARD MEMBERS tyQ�S�Ury Southold Town Hall Leslie Kanes Weisman,Chairperson ��� v`O 53095 Main Road- P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento • y0 Town Annex/First Floor Margaret Steinbugler O`���� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 August 14, 2025 Mark Terry, Assistant Town Planning Director LWRP Coordinator 0717 'T51ngmg Planning Board Office Town of Southold AUG 1 4 2025 Town Hall Annex s;;;;;MOLD TO%IIN Southold, NY 11971 pLANNINra BOARD Re: ZBA File Ref. No. # 8056 —McCoyd, Sean Dear Sir or Madam: We have received an application demolish an existing dwelling and construct a new single family dwelling and an accessory garage. 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 Chairper on 1 By: Encl. Survey/Site Plan: Young Associates, Last dated April 9, 2025 Public Hearing Date: November 6, 2025 BOARD MEMBERS ��0� SOUryO Southold Town Hall Leslie Kanes Weisman, Chairperson ,`® l0 53095 Main Road- P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Office Location: Nicholas Planamento • �� Town Annex/First Floor Margaret Steinbugler Oli,'C�U 54375 Main Road(at Youngs Avenue) + Southold,NY 11971 http:Hsoutholdtownny.gov ZONING BOARD OF APPEALS November 24, 2025 TOWN OF SOUTHOLD Robert Herrmann Tel. (631) 765-1809 1319 North Sea Road Southampton,NY 11968 Re: ZBA—Application#8056, McCoyd 3360 Minnehaha Blvd, Southold SCTM No. 1000-87-3-66.4 Dear Mr. Herrmann; Transmitted for your records is a copy of the Board's November 20, 2025, Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Please be sure to submit an application along with a copy of the attached determination to the Building Department. 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 of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals. If you have any questions, please call our office. Sincerely, Kim E. Fuentes Board Assistant Encl. cc: Building Department I ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND'ARE NiOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION (1)UNAUTHOR ZED INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIME COMPANY,GOVERNMENTAL AGENCY AND LENDING 114STITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL FOR, OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM O S THER. 400 Ostrander Avenue, Riverhead, New York llgOl LEGEND tel. 651.727.2505 fax. 651.721,0144 gol,�ArinL� HEALTH DEPARTMENT USE LOT COVERAGE � I admin®youngengineering.com BBC =BELGIAN BLOCK CURBBSW = BRICK SIDEWALK RaRnnanl CIC =CAST IRON COVER BUILDABLE LAND=WE„ANDSREA 11442 54 FT.)=10,565 SQ.FT. Wei► N ( Q ) Received DI = DRAINAGE INLET pW =DRYWELL EXISTING Howard W. Young, Land Surveyor DW EDGE OF PAVEMENT FRAME HOUSE&GARAGE =1,360 SQ.FT. AUG 14 2025 Thomas 0. Nolpert, Professional Engineer EOPFRAME STORAGE = 18 SQ.FT Douglas E. Adams, Professlonal Engineer . IPF =IRON PIPE FOUND eats Daniel A. Weaver, Land Surveyor MLF =METAL FENCE WOOD DECK = 299 SQ.FT. ra pfi App� OL =ON PROPERTY LINE WOOD LANDING = 28 SQ.FT. ZO>ting B 05 =OUTDOOR SHOWER TOTAL= 1,705 SQ.FT=16.1% SITE DATA PRF =POST&RAIL FENCE �) RCF =REBAR&CAP FOUND AREA = 11,007 SQ. FT. ,y RO =ROOF OVER W:5 WMR = WATER METER =LIGHT POLE * VERTICAL DATUM =NAVD(1988) =END OF DIRECTION/DISTANCE *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO166 H LAST DATED S = WETLAND FLAG SEPT.25, 2009. \ / Pam• TIE LINE ALONG APPROX. CO \ / a HIGH WATER MARK 560020'06"E ��/ CMF 5.62' Cje� N35058'03"E ` 3.02 0 TIDAL WETLANDS k" \ BOUNDARY,AS \ DELINEATED BY °Rc \ EN-CONSULTANTS, Oe, 04/09/2024Cb* QS 2.71 S610 � ENGINEER'S CERTIFICATION FRAME gsS �QP gm°Lgaesoaalrs g�F\ SHED 06 2.94 "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL \ ' SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY Sti A 00Ae DIRECTION.BASED UPON A CAREFUL AND THOROUGH ST - SOIL, DI +3.21 ry 2.62 8S' SITE AND GROUNDWATER CONDITIONS,ALL FACILITTES,`AS PROPOSED„ ., �fv Gov ,,o CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ^ \ ko oy `"!0• ST5°z6 `� CONSTRUCTION STANDARDS IN EFFECT AS OF THIS DATE. r_ 1 4.06 / c° 1 z3 F TIE LINE ALONG APPROX. DW °s 'S"'R , +3.24 Nc `79' HIGH WATER MARK \ \ APPROXIMATE ° ATIO O O °��� / y `s60 9a C\ LOC N F pL o 2s9 EXISTING hQ .0 ti 60, ti O cOy \ �� 06A, TIDAL WETLANDS BOUNDARY ALONG SEAWARD SANITARY �' ~ 10 \ FLAIGPOLE cB Stj. (� FACE OF CONC.BULKHEAD,AS DETERMINED BY HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n o \ \ SYSTEM c 5.08 ~ l ti O�kyFgo EN-CONSULTANTS,04/09/24 THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 \\ \\ CIO, /RR O lAI OFck O y, � DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 . .. o v P L1 C CIC C�° o DI �P y1P Ol y0(ST°Ry T�,� M 0 u °APO \ ' 77:-. \ SURVEYOR'S CERTIFICATIO - O 2 �' q :zr. PQ F 16VgV MO '-t RCF \ gogngassorinlrg , ��� C°Ic Pyoti �. GqR�F �f �q ON FRq� , *WE HEREBY CERTIFY TO S EA M c C OYD T`fHI5t5UIR 6.80 °cIc s 20 '� 4.47 +3.51 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTCE' Oft L/#ND�SURVE`! \' \ 6.54 J13, �. f.0, ' ` ADOPTED BY THE NEW YORK STATE ASSOCIATION�OF RO�ESSI'OrIAL L'ANfS 6.37 DI 6.76 'D FFL3 to, 16 �� DW h O� \ SURVEYORS.6.17 i y' ,,f�:.., a _,. J:•, �a 6 6.81+ NI .19 g 51 6.21 c '4x 5.24 J� p \ M M 6.60 DW \`\ 'cT y`pYca r Ins, �+ HOWARD W.YOUNG N.Y.S.L.S.NO.45893 CMF n ^ I s /I161° FoGF 1�1 Do °�� �P DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 6.45 SURVEY FOR �. �F °'gyp` +s.6s J TH � Q h ^J \ \w \A SEAN McCOYD / \w °� ,.�o�o°° at Laughing Waters, Town of Southold \, 59F °� .`oF Suffolk County, New York TEST HOLE / Q p 6�%� 5.8a o BY McDONALD GEOSERVICES h9 kip "' DATE:03/21/2024 / [/� , �'Q1e/�h w �Yq +6.49 BUILDING PERMIT SURVEY EL=5.4 0.0' / J / \\ \wt�glL \ a DARK BROWN / LOAM / \ \ \ County Tax Map District 1000 Section 87 Block 03 Lot 66.4 (OL) IPF FIELD SURVEY COMPLETED MAY 08,2024 eL BROWN SILTY O MAP PREPARED MAY 09,2024 SAND / CMF GWEL=1.2 (SM) / ' Record of Revisions 4.2' � �� � �� REVISION DATE WATER IN \ BROWN SILTY SAND n WATER IN PALE BROWN FINE A A CMF \ SAND o (SP) 20 0 10 20 40 60 Scale: 1" = 20' o HIGHEST EXPECTED GROUND WATER EL=1.2 JOB NO.2024-0058 DWG. 2024_0058_bp 1 OF 1 I I ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND'ARE NiOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION (1)UNAUTHOR ZED INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIME COMPANY,GOVERNMENTAL AGENCY AND LENDING 114STITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL FOR, OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM O S THER. 400 Ostrander Avenue, Riverhead, New York llgOl LEGEND tel. 651.727.2505 fax. 651.721,0144 gol,�ArinL� HEALTH DEPARTMENT USE LOT COVERAGE � I admin®youngengineering.com BBC =BELGIAN BLOCK CURBBSW = BRICK SIDEWALK RaRnnanl CIC =CAST IRON COVER BUILDABLE LAND=WE„ANDSREA 11442 54 FT.)=10,565 SQ.FT. Wei► N ( Q ) Received DI = DRAINAGE INLET pW =DRYWELL EXISTING Howard W. Young, Land Surveyor DW EDGE OF PAVEMENT FRAME HOUSE&GARAGE =1,360 SQ.FT. AUG 14 2025 Thomas 0. Nolpert, Professional Engineer EOPFRAME STORAGE = 18 SQ.FT Douglas E. Adams, Professlonal Engineer . IPF =IRON PIPE FOUND eats Daniel A. Weaver, Land Surveyor MLF =METAL FENCE WOOD DECK = 299 SQ.FT. ra pfi App� OL =ON PROPERTY LINE WOOD LANDING = 28 SQ.FT. ZO>ting B 05 =OUTDOOR SHOWER TOTAL= 1,705 SQ.FT=16.1% SITE DATA PRF =POST&RAIL FENCE �) RCF =REBAR&CAP FOUND AREA = 11,007 SQ. FT. ,y RO =ROOF OVER W:5 WMR = WATER METER =LIGHT POLE * VERTICAL DATUM =NAVD(1988) =END OF DIRECTION/DISTANCE *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO166 H LAST DATED S = WETLAND FLAG SEPT.25, 2009. \ / Pam• TIE LINE ALONG APPROX. CO \ / a HIGH WATER MARK 560020'06"E ��/ CMF 5.62' Cje� N35058'03"E ` 3.02 0 TIDAL WETLANDS k" \ BOUNDARY,AS \ DELINEATED BY °Rc \ EN-CONSULTANTS, Oe, 04/09/2024Cb* QS 2.71 S610 � ENGINEER'S CERTIFICATION FRAME gsS �QP gm°Lgaesoaalrs g�F\ SHED 06 2.94 "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL \ ' SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY Sti A 00Ae DIRECTION.BASED UPON A CAREFUL AND THOROUGH ST - SOIL, DI +3.21 ry 2.62 8S' SITE AND GROUNDWATER CONDITIONS,ALL FACILITTES,`AS PROPOSED„ ., �fv Gov ,,o CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ^ \ ko oy `"!0• ST5°z6 `� CONSTRUCTION STANDARDS IN EFFECT AS OF THIS DATE. r_ 1 4.06 / c° 1 z3 F TIE LINE ALONG APPROX. DW °s 'S"'R , +3.24 Nc `79' HIGH WATER MARK \ \ APPROXIMATE ° ATIO O O °��� / y `s60 9a C\ LOC N F pL o 2s9 EXISTING hQ .0 ti 60, ti O cOy \ �� 06A, TIDAL WETLANDS BOUNDARY ALONG SEAWARD SANITARY �' ~ 10 \ FLAIGPOLE cB Stj. (� FACE OF CONC.BULKHEAD,AS DETERMINED BY HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n o \ \ SYSTEM c 5.08 ~ l ti O�kyFgo EN-CONSULTANTS,04/09/24 THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 \\ \\ CIO, /RR O lAI OFck O y, � DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 . .. o v P L1 C CIC C�° o DI �P y1P Ol y0(ST°Ry T�,� M 0 u °APO \ ' 77:-. \ SURVEYOR'S CERTIFICATIO - O 2 �' q :zr. PQ F 16VgV MO '-t RCF \ gogngassorinlrg , ��� C°Ic Pyoti �. GqR�F �f �q ON FRq� , *WE HEREBY CERTIFY TO S EA M c C OYD T`fHI5t5UIR 6.80 °cIc s 20 '� 4.47 +3.51 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTCE' Oft L/#ND�SURVE`! \' \ 6.54 J13, �. f.0, ' ` ADOPTED BY THE NEW YORK STATE ASSOCIATION�OF RO�ESSI'OrIAL L'ANfS 6.37 DI 6.76 'D FFL3 to, 16 �� DW h O� \ SURVEYORS.6.17 i y' ,,f�:.., a _,. J:•, �a 6 6.81+ NI .19 g 51 6.21 c '4x 5.24 J� p \ M M 6.60 DW \`\ 'cT y`pYca r Ins, �+ HOWARD W.YOUNG N.Y.S.L.S.NO.45893 CMF n ^ I s /I161° FoGF 1�1 Do °�� �P DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 6.45 SURVEY FOR �. �F °'gyp` +s.6s J TH � Q h ^J \ \w \A SEAN McCOYD / \w °� ,.�o�o°° at Laughing Waters, Town of Southold \, 59F °� .`oF Suffolk County, New York TEST HOLE / Q p 6�%� 5.8a o BY McDONALD GEOSERVICES h9 kip "' DATE:03/21/2024 / [/� , �'Q1e/�h w �Yq +6.49 BUILDING PERMIT SURVEY EL=5.4 0.0' / J / \\ \wt�glL \ a DARK BROWN / LOAM / \ \ \ County Tax Map District 1000 Section 87 Block 03 Lot 66.4 (OL) IPF FIELD SURVEY COMPLETED MAY 08,2024 eL BROWN SILTY O MAP PREPARED MAY 09,2024 SAND / CMF GWEL=1.2 (SM) / ' Record of Revisions 4.2' � �� � �� REVISION DATE WATER IN \ BROWN SILTY SAND n WATER IN PALE BROWN FINE A A CMF \ SAND o (SP) 20 0 10 20 40 60 Scale: 1" = 20' o HIGHEST EXPECTED GROUND WATER EL=1.2 JOB NO.2024-0058 DWG. 2024_0058_bp 1 OF 1 I y Received PC PIER FOOTINGS,TYPICAL z 16"x16"w/2"stone veneer Q AUG 14 2025 - - soutline of wood deck above ---_ - BOFTG MIN 30"BELOW GRADE -- -----__ - - - ---------- J�..I I I I I I I I 1 Zoning Board of Appea4e i ' z OPEN BELOW 0 I I I I I I 1 Provide 4"th gravel fill i i i Z I I I I i I I I I I I I i i' � I J �7 W ~ U � i I o z 0 1 i NEW CRAWL SPACE ! FIREPLA E 0 UNOCCUPIED SPACE/STORAGE USE ONLY i FOUNDATION m I i i --- 1 _-_ 2"TH CONC RAT SLAB OVER 85%COMPACTED � WN/ _ i GRADE GRAVEL FILL ; z L.L. Q M 5o i i i i o o 2 ti ! ! FOUNDATION AREA 1,192 SF I ;.a'? co N W PROVIDE FLOOD VENTS Z O (1 sq in/per SF)as per TB-1004 NYS RESCODE J a w V Locate Win 12"of grade as per FEMA regulations 1 �/ (� 6x6 PT WD POST i 2'_0.. M (U ON 12"0 PC FTG, typ 3 locations o outline of wood platform above NOTE PILE DESIGN AND FRAMING TO FOLLOW ! O `j I I o CL } LO Z T }, Z c\I • >, N .: - - — — W 00 l 1 i Q OPEN BELOW i O -a O I I I Provide 4"th gravel fill / RED A)� L ca 1 1 i PC PIER FOOTINGS,TYPICAL '� �y� (D 16"x16"w/2"stone veneer t� �p,XELL �` 0 - L_1__L_J__L_ 1 r;• oulllne o-f w � eck above---- -'• BO FTG-MIN 3'-0;;BELOW �, G. O) Z ------ - ---------- ---------- GRADE �P r r------------------- e a.. _ W C O) O 14'-3" 14'-3" U 0 coJ 0 L II 2050Q' Q - 11'-0" 28'-6" 14'-0" OF N EV V m LID CCf) ml� 53'-6" THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT Z BA-00 OF THE ARCHITECT FOR THE SPECIFIED PROJECT FOR ZONING SUMBITTAL ONLY AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES Receiv 42'-6" 7'-3" 14'-0" 14'-0" T-T' RED ARCy AUG 14.2025 ��5 1ELL p ppeeg� Zoning Boalier in s',%ge s 27'-0" Q� `- boy HWHtr - * Q T-0" 8:: 25'-8" a" * :: ►77 J z r ----------------------0----------------- 2 Q- J M I N 3'-0"H ' .\ 0 0 5 0 � �O O Q RAISED WOOD DECK ! O W = GUARD RAIL,typ �o �F NE � I ELEV 10' � U � Oapprox 5.53'above grade i J W1 W3 i W3 D1 i ° LL z Lu 0 Q [� 6'-1 T-0" 7'-0" e 6'-10" (� > ELECT I T '��CENTER ROOM J METER I oil tank c? m O L-ELECT-PANEL L=43"I =28" v 3'CLR FLR SPACE Q W Q (0 ht UTILITY ROOM 3 27 6" 13'-6" OUT D R � 2 I ____ ___ W4 SHWR Q O 8'CEILING 1 HR < U) Q 1 hr clg construction RATED g^ 00 LU ---� PARTITIONS o iv EK-1 Installed io w m O z O WOOD P over d6 gallon low �,� I..L O F R ACC MPRESSORS boy HWHtr GREAT ROOM FAMILY ROOM `- ATIO 10 ---� TYPICAL CLG 8'-6"UON CLG 8'-6"LION O V O 2 D105 Finish Floor as per Owner over a'th plywd subfloor o CE TER ROOM o cM U ac 2 Screwed and glued to fir framing below -' -'-'-'-'- o n I I N li M 'n 3o D104 ' ' v/ vane y I I o - "' D706 C° I I � N ------------------------- a fl,: O [%>_RM D103 ---------bo - -- ----------------------- MASONRY I I ——_— ...... WOOD I I P cab 6'-6" I[r BURNING •60 cast non I ¢ FIREPLACE control ANTRY ---------ISLAND------ sn se wall I j r t m 9'- " N W4 Ot LST l 9'-6"L X 3'-6" i r t flr o Z CV I I j built in cabinetry Zo N @ @ Set TO wall . ++ W w1 i w1 a, KITCHEN TYPICAL CLG 8'-6"LION @7'-0"AFF (� f— CV 0 5"I Q Q O 5'-1" i I I I �` W3 � 0 -p `D j stn I a'illwork CU 1 I 2 II UNDE4TA I O Dtash REFIF DW CLOS)\.c---- D01 O I W2 i L r 0 o i i i CV D FOR ZONING SUMBITTAL ONLY R ROOFED OVER ENTRY PORCH a) 6 Oo = I l NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES in L cM of i i r�- J ------------------------------- -------------------------------� � � Q II 6'-9Y4° 6'-9y4" m � Lr) N cnjco 81. 13'-6 2" 13'-6 2„ 8„ 28-6" 14'-0" THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT 7���0 53'-6" OF THE ARCHITECT FOR THE SPECIFIED PROJECT L AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT Gc AUG 14 2025 SO90 42'-6" g and of Appeals 27 0" Zoning O LA MIN T-0"H LJ 7.3" GUARD RAIL,typ WOOD DECK Non slip7-3 o J } Z 2'-6" 10 2'-6" composite CENTER WINDOW W6 W1 W1 wd deck'g CENTER WINDO 1 L.L BE W BELOW O O -------------------- con I W = I I Kohler 60x32lb a / ` ` control (reused) KOHL Av wall shwr se I - D206 x36 LL z I � Q C _ 12'-9" 2'-1" 5 - 4" 0 14'-7" W6 z > I I m BEDROOM MASTER IHALL _ r 146SF BATHRM BATHRM � Q W �N/ _ � W L.I. Q M zo BEDROOM 1 (PRIMARY) _ I ) I o v b U) v 195 SF o W 00 �, Dzo7 Dzos VAULTED CLG(less than o O >- Z O Dzos HALL 15') 0- O 00 O U D208 i— ------------------------------- — O D211 N D203 I PULL DOWN ^^ M ----- -------------------- ATTIC STAIR 1..1.. M U) W7 D202 j 3 CLST 1 CLST 2 0 B3 S OOM 3 m 6'-9YZ' 6'-3Y2„ o O N N SLOP O co I SINK Z L----- �-------------- --- w EL D204 'N dryer O D201 U in W7 W7 11 Z N 2, „ 3,7„ 3,_9„ D -IS=RS j O ASPHALT ROOFING WASHER a5 um 9 7" ( N ,ED A& c U N ELL O Q 0 0 I W5 ! W5 I �/ Q- sib' C -0 I O I Z i i 4'-0" 6'-0" 4'-0" t — co j CENTER WINDOW ❑ I �• BELOW W j I1` .Eh B J c9 0 � �- a� rn ------------------------- --- -------------------------------� a) o �0 NE`N� cLa �_ co 11 ti LLJ 28'-6" 14'-0" L- O C.6 ¢ II t0 ti m c- L0 calco FOR ZONING SUMBITTAL ONLY NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT 7 R��O OF THE ARCHITECT FOR THE SPECIFIED PROJECT `y AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT ninJ la©ard 0, Z) Z O Q W = --------------------------------------------------------------------------------------- F I I I I I O W U) I I I I O' 9 / 'Ar I I I I , rn I I j = ASPHALT ROOFING OVER 5/8" W Q Z EXT.GRADE PLYWD ROOF SHEATHING. i Lu � 2 M � W 0 ICE-WATER DAM MATERIAL. Q W 00 J PROVIDE METAL DRIP EDGE AS PER co W 0� ¢ R905.2.8.5/FLASHING SHALL COMPLY W/R O 0 � 905.2.8 Z O I 0 O E O I U 66 RIDGE OU � ( RIDGE f.l.. G M M � Z CLI 2 3: LL L----------------------------, F. ❑WUM 00 0 LLJ < � 1-1 F_ 0 0_ } Lr) I I ao I I 4- Z N I ----------------------------J U ., O L------------------------- --I I a+ W 00 .��vzf—®AP,� Q O 0 I I LLO I a m Li____________________________________________________________________i_ Q' rn 00 rn I I � G - --------------------------------� -------------------------------� '9�. ° '0504- �O cB rn O L CIO FQFNE� Kati J cu ti V a - m -r-- Lo FOR ZONING SUMBITTAL ONLY NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT ZBA-03 OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT f Received w AUG C� 1:4.2025 - ---- ----------------------, I I Zoning Board of Appeal,- o Q Z C? I I I I I .. I L_L I _L I I I I v J _ I I O I I I , W m W I � U �I , _TOP OF RIDGE I ASPHALT ROO ING I Z 0 MAX 17'8'AB AVERAGE GRADE 1 I ( , Q Q 14 iser i FINISH i Qi W I \ I I I J I , LuU) I I Q 1 1 1 (� STORAGE q I 1�N..1y..1 O L.L = HEADROOM N PROPOSED DETACHED i = i 2 ti GARAGE I U) �-- Z O 6"TH CONC SLAB ON GRADE i Z_ FLAT CLG @ 8'-0"AB TO , , Q. O O FOUNDATION WALL i SLOPE DN SLOPE DN i O U r----------------------� 36x8o i 8:12 8:12 i CC O LU ELECTRIC OH i i 0 i 0- G cc i GARAGE DOOR i o 9'W X THIGH i I GARAGE I I I I I I co I I I I I I r ---------------------- Line of wall below --- ------------ ---------------------- U 4- Z No N N U N D AR�h� o o 0 PARTIAL SECTION GARAGE PLAN GARAGE ROOF PLAN THRU DETACHED GARAGE m * � rn N ) O O °2050A" y0� Cu M w F O F NEB co co < n FOR ZONING SUMBITTAL ONLY NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT `B `-0 OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT r V02-01-01 -97 N 3i 21 e 03-21-01 f (s 01.r,.---�r'w it _ L •\\..- ,/'�112 03 11-17-03 °r - MATC ±1 LINE11-21-03 •��fp.;�. '�'µ�� ` ,� ` , ^ 1 01-12-04FOR PCLNO,8•� .;�7S --y-�` '9'' V� SEG.NO.'• '4v3s 1 26.2 1 Os-03-04 I l -' �a ,� <c u 0T8e3atz.t• 2p2'r 25 ( 2 1A 04-15-0502-24-05 241 , t SA(-)>Y SOUTTHOWN LD �-a."�-- ��;�✓ �`-- ^^°� 00-06-0e 03-17-09 -/� I "g�3 'o ,,. r. wst, �' 2•t cl I4 �• 6_+ e,l.�` `�`'� 'l.�l e._o. \ , oAl os-t3n j , saga 9 p —� 8N 2. 3 03-03-20 - ,i--�2•s . �'' R( a5' 4 g,' ���a; ®/ --9V6-7- 05-08-24 7,. .�a 23.8 ` 1 '2 _��`�:a°,\613,1 � 6° � 6'� 23.tf' a ',$ pri d3A$ ,A. 1 6.4 I ) 1 '\ 23.4 23.6 d`Tj°- t�'' I 101 M/ v ,j9 2.8A(c) ` 3.3A(c) \`>°% ��.'y ( `EMgHA��.x " 18 x 4 %.,.A��A�A`�'•- ,r•",yam V, � q c•i i 184 i Al", \ $ wa' ssED®�6 ry"^.'6��•, e ✓Azr7a�i 7� / 9 s, m g 12 ,' 7�7OJ.$i ��'//' \ 4 Alc) �� �\ ••s A., ✓w'�,g �s°;,9y�i �.,��F,�a tit 's s '.• ^Aa��J� 1 1( (,` \a ' fl/I�i�r s n�1,6 x a, l60•) \,�y Q' $ti•. ,ryA I t1' �C•D,¢', $\so 7e a / 20 OLN RDi� \029 21 5 19 a nal 6'aP\ 1` ,�'1' �',�E c) 112) cl O Ann o. o . 45A1 <jt+-\.t���1 g.�`\ ,b�~ l� '+("5��, --"e'0 i\49\ '� 47 \645.1 mt ~`�. i=' •� t ' �s 1 20,\�1y 32 cs,\'s gd �' \��. 51.n�% \g�� ,m. 04 18.7 `' 1 � \ i 3.8A C �ti.i- R. I 1 m� ��O�! \ 4Y •t 8, n\` Lm L. 1"�7=; SOUTHOUJ `II 18 1 I\ 3.2A22 c21 t 1.3A(c) 1 r� \\tL\Y99 n,W'\ \'` Ald\\` •52\ 'S `54`�6\ ("� \- ) PARK 2B L.D. 3 DISTRICT F-D x•e+ io \� 631 \�� i sxoReuNE a=_ 30 A— ' 15 ,, _ - �� i�ryd'$ ``/'� � ,vim of` \�,_ •�� m, ,:w- ram, _ •D' Ol ^ i 42.3 ii! S Of �\r 7! \' \� O O fY;1c C� �L� ce- (`o1GL-t l �bvvi 1®. N 316183g ' L LtLLE550RA1Ni OIFIItW6E.ALL PROPp2TES SHADED AREA IS OUTSOE Tt45—TW FLOP RbEtml momTa mV t:w „q 23 PAE WRNIN Tiff FOLLOWPG OISTRCTS E SCHOOL 5 A1neuLANCE UnMt pvvtm O•mvl O.vv —�-- Oweama 121 A(C)Dr 12.1q � G — — — — elaFw. O LLy1pp22 E LIGNT eR — WATERM —— — �_ RIee FW LRIUre ——————- dFiueeAr® 12.1 NO w— Ce.ty Llne S�p.eon In IIL DemPnvem N PARK )Il' m p sEvrER _—s— _ wnsrEwATER_ — —ww_ _ T°"^�"e —__ sca.>m®m,re•q NP. (21) smmD 6x• ' wil+ge Line -�--- :o°G. TOWN OF SOUTHOLD—BUILDING DEPARTMENT M2; Gym Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htti5s://www.southoldtownny.gov ",ill � ed APPLICATION FOR BUILDING PERMIT CE WE For Office Use Only PERMIT NO. Building Inspector: ay — 5 2025 .Applications and forms must be filled out'in their:entirety IncompletePar4lent `applications wilhriot be aecepted�,;,Where,the Applicant.is not,the owner,an t € 4f tsutl>fold Owner's Authoriiatiion foem'(Page 2)shall be completed :Date. May 2, 2025 OWNER('S)OF:PROPERTY Name: Sean R. McCoyd SCTM # 1000-87-3-66.4 Project Address: 3360 Minnehaha Boulevard, Southold Phone#: 516-640-9156 Email:irishchapter2@yahoo.com Mailing Address: 3360 Minnehaha Boulevard, Southold, NY 11971 CONTACT PERSON Name: Robert E. Herrmann, En-Consultants Mailing Address: 1319 North Sea Road, Southampton, NY 11968 Phone#: 631-283-6360 Email:rerrmann@enconsultants.com DESIGN`PROFESSIONALS INFORMATION Name: Barbara M. Ruggiero Architect P.C. Mailing Address: 176 Pine Street, Garden City, NY 11530 Phone#: 516-739-6219 Email:BMRarchitect@gmail.com CONTRACTOR,INFORMATION:, Name: TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ' RNew Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $ TBD Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? BYes ❑No 1 ."PROPERTY INFORMATION. Existing use of property: Residental, single—family Intended use of property: Same, with accessory ara :e Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes UNo IF YES, PROVIDE A COPY. E3,.CheCIC BOX After Reading The owner/contractor/design professional 4 responsible for all drainage and'storm water,issues as provided by Chapter 236 of the Town Codp:,APPtICAT10N IS HEREBY MADE to the Building Department for the issuance,of a Building Permit pursuant to the Building,Zone ., Ordinance of the Town of Soutfiold,Suffolk,County,NevrYork and other applicable taw;;Ordinances or Ilegulatlons,,for the construction of buildings, additions,akerations or for removal or demolition as hereip;descriI6'Theapplieant agrees to,comply with all appUcat le laws,ordinance's,building code,,;' liousmg code and regulations and Eo admit authorized inspectors on premises and in tiuiiding(i)fo necessary.'iespections:False"statements made herein are :punishable as a Class,A misdemeanor pursuant to:Sedion 230 45 of the New York State Penal taw. Application Submitted By(prin me): Robert E. Herrmann ®Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Robert E. Herrmann being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.)of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �h day of /"�` 20 Notary Pub KIM H. STEPHENS Notary Public-State of New York PROPERTY OWNER AUTHORIZATION No.01ST5015931 Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires August02,20iT I� Sean R. McCoyd residing at 3360 Minnehaha Blvd., Southold, NY 11971 do hereby authorize Robert E. Herrmann, En-Consultants to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature c Date Sean R. McCoyd Print Owner's Name 2 BARBARA M . RUGGIERO DISAPPROVAL_ ARCHITECT , PC 176 Pine Street,Garden City,NY 11530 Voice 516-739-6219 L•:: BAMarc•hiteeta ;:rrczit.COM Town of Southold Building Department June 25,2025 Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold,NY 11791 Attn: Amanda Nunemaker Re: McCoyd Residence 3360 Minnehaha Blvd. Laughing Waters,Town of Southold Suffolk County,New York SCTM District 1000 Section 87 Block 03 Lot 66.4 Dear Ms.Nunemaker, The letter is to certify that the proposed dwelling will not be deemed a 3-story house as per the definition of"story above grade"in the 2020 NYS Residential code.The finished floor will not be more than 6' above grade plane nor be more than 6' above the finished ground level for more than 50% of the total building perimeter. Based upon the calculations prepared by the surveyor for the project,Young and Young,the average grade plane will be approx.4.9'which,as the finished floor elevation is 10.0',the actual height above grade will be 5.1'. Additionally the minimum grade around the proposed house footprint will be greater than 4';therefore more than 50% of the house will be less than 6' above grade. If you have any questions,comments or need additional information please let me know. Sincerely, ��RED ARC Barbara Maiello(R�uggiero,Architect PC 5 �p,\ELL O Barbara M.Ruggiero,R.A., Member: B.I.A.N.C.O. Founding director of the Designers land(D+BAof LI) Cc via email:Robert Herrmann,Sean McCoyd � OF ly��N 1 ` BARBARA M . RUGGIERO +' ARCHITECT , PC 176 Pine Street,Garden City,NY 11530 Voice 516219 F BM RarchitectOgect@gmail.com V141" ZONING REQUIRMENTS Property Address 3360 Minnehaha Blvd. DATE: 04.28.2025 Laughing Waters,Town of Southold Suffolk County, New York County Tax Map District 1000 Section 87 Block 03 Lot 66.4 ZONING DISTRICT R-40/ NON-CONFORMING LOT ZONING REQUIRED EXISTING PROPOSED LOT AREA 11,007 SF NO CHANGE NET LOT AREA 10,565 SF NO CHANGE (Wet land) LOT COVERAGE 20% =2,113 SF 1,692 SF/16% 1,931.75 SF/18.3% FRONT 35' 17.7' 19.4' SIDE—MIN. 10, 11.0' 26.5' SIDE—AGGREGATE 25, 53.1' 53.8' REAR 35' 30.1' 35' FROM BULKHEAD GROSS FLOOR AREA 2,100 SF+ 12.50yc 1,692 SF 2,160 SF 565SF= 2,1705 All information based on survey prepared by Young Associates dated May Break down of Lot Coverage Existing 1,692 SF House 1,360 SF Wood deck 288 SF Wood landing 27.3 SF Frame shed 17.1 SF Proposed 1,931.75 SF House 1,181.75 SF RED ARcy Proposed 1+2 story house 5 �P..\ELL0� F Porches 277.5 SF Front—roofed over 5 x28.5 = 142.5 Rear—2 story 5 x 27 = 135 _ 1 story Detached garage 18x24 =432 SF (P °2 AC Platform 9 x 4.5 =40.5 SF �92 oso�1 y0 FOF NE`� GROSS FLOOR AREA 2,160 SF<2,170 SF 1s` Floor 1,181.75 2nd Floor 978.25 BARBARA M . RUGGIERO y ARCHITECT , PC 176 Pine Street,Garden City,NY 11530 Voice 516-739-6219 E:BMRarchitect@gmai1.com §280-15 ACCESSORY BUILDINGS AND STRUCTURES LOT SIZE 10,000 TO 19,999 SF MAXIMUM PROPOSED HEIGHT 18' 17'-6" MINIMUM SETBACK SIDE 5' S'-4" MINIMUM SETBACK REAR 5' 35'TO BULKHEAD MAXIMUM SIZE 1,200 SF 432 SF RED ARC 5 y�F � p�ELLp � Q N"9). 0205 �0 FpF NE`� ` PC PIER FOOTINGS,TYPICAL 16"x16"w/2"stone veneer outline of wood deck above BO FTG-MIN 3'-0"BELOW GRADE DIWPROVA , J „., . --- ------------------------- I I I --------- I �I _. I I I I I I I I z OPEN BELOW I I O } I ' 'l Provide 4"th gravel fill I i Z I I 7 i � zo o u7 l i i NEW CRAWL SPACE i FIREPLACE _ > i UNOCCUPIED SPACE/STORAGE USE ONLY i FOUNDATION '" Ed 2"TH CONC RAT SLAB OVER 85%COMPACTED i w�// Q GRADE GRAVEL FILL } z 1..1_ cM II I o _ i FOUNDATION AREA 1,192 SF I `° CD W ' PROVIDE FLOOD VENTS i Z O -J 0 (1 sq in/per SF)as per TB-1004 NYS RESCODE v ;. N W U Locate w/in 12"of grade as per FEMA regulations I U co PT WD POST i i 2'-0" G M U ON 12"0 PC FTG, i i 07 typ 3 locations o outline of wood platform above NOTE PILE DESIGN AND FRAMING TO FOLLOW i M i LO o a > LO iD 9 +, Z N O -� N t U N I I Q O p O I ' OPEN BELOW ; i O -0 i Provide 4"th gravel fill I i L M PC PIER FOOTINGS,TYPICAL A () ---------------'------------ --_- - -- 16"x16"w/2"stone veneer ,_; _-----ou1llne oT W -__eck above_- --___- BO FTG-MIN 3'-�".BELOW O a) 0) L-1--L-J--L- I .•�. - +'•----- �_ � ----- GRADE � � � (n N REp AR CD 8„ $" a) o �L L Q C 7��� 14'-3" �.: 14'-3" L Co LLJ CO CO Q I �� ��.• .�'��+ �'A 11' 0" 28'-6" 14'4" m C/) cnico t 53'-6" (P� 020504'N y0� THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT ZBA-00 1, OF THE ARCHITECT FOR THE SPECIFIED PROJECT FOR ZONING SUMBITTAL ONLY AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES RED ARC 42'-6"T-3" 14'-0" 14'-0" T-3" ELLp installed over over 46 gallon low 27-10 boy HWHtr 7'0" 6 25'-8" 6„ J Z (P TF MIN 3'-0"H OF I�IE� i RAISED WOOD DECK GUARD RAIL,typ i o o O W m ELEV 10' � U I approx 5.53'above grade W1 W3 i W3 D1 i LL Z O �r^ 00 ELECT 10'-6" 6'-1 " 7'-0" T-0" I METER 1 CENTER ROOM _--ELECT-PANEL oil tank , v' L=43"/ =28' a t 3'CLR FLR SPACE ht 63" 27 6" 13'4" OUT D R () 7- UTILITY ROOM __ W4 SHWR W Q x O1 CEILING 1 O W � 1 hr clg construction RATED[I Z O ---7 PARTITIONS o EK-1Installed 9 CY Lu /� Z WOOD PLA over 46 gallon low Dy O FC R AC CC MPRESSORS boylFwHtr GREAT ROOM FAMILY ROOM VATIO 10 ---J TYPICAL CLG 8'-6"LON CLG 8'-6"LION O V O ap D105 Finish Floor as per Owner over a'th plywd subFloor p - CENTER ROOM _ p L.L act Screwed and glued to flr framing below q — ————— � n 5 C� (� I rn iD CN li G (Y� FNI, D104 I I _I I o - I " D106 I '-L-j 0BAT RM D103 -------------------------------- --- N cM °o -°-- ---------------- - - o I I ——__ ——— MASONRY WOOD I I P cab 6'"6" BURNING IP so cast iron I I r Q FIREPLACE --------------------� stm se control PANTRY I � ss Im 9'- �cp N ISLAND CST I 9'�"L X 3'-6" I Ir t Flr - a Z O U N Set TO wall ITE built in cabinetry 6 ate+ c0 c0 LuJ 00 W� I W� a, KITCHEN TYPICAL CLG 8'-6"LION @7'-0"AFF () N Q Q O q 5'-0" 5'-1" i I 1 1 -0 jmillwork I f 2 U NL_____ • trash I _ REF/F IDW icoat clst I C IAAWD101 I � a+ q D i FOR ZONING SUMBITTAL ONLY o 6 RISERS I i ROOFED OVER ENTRY PORCH I o M C: Oj O 9 _ ' i I NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES ;' L- - M -r o i i i o a ti J ---Am-1 -------� CU Q II a --------------- ------------ ----------------------- Co LID U N C.;)co 6'-9Y4" 6'-9y4" 8„ 13'-6 4° IT-6 4" 8 28-6" 14'-0" THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT ZBA-�A 53'-6" OF THE ARCHITECT FOR THE SPECIFIED PROJECT I AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT 42'-6" 27 0" O rr r� LJ MIN 3'-0"H LJ L T-3" GUARD RAIL,typ N WOOD DECK 7 3"n slip o Q Z 2,_6„ 10 2'_g�� composite to NDOW W6 W1 W1 wd deck'g CENTER ND 1 BELOW BELOW O J -------------------- O I I con I I Kohler 6002 lb a i control (reused) KOHL b J v wall shwr a --- --------------- ------ _ _ O I I _ D206 x 36° I I I I Q W I Q I O z 12'-9" 2'-1" 5 6„ 4" 0 14'-7" W6 66 '�//1� 50]1 — - J l BEDROOM MASTER N U) m l 146 SF ALL BATHRM Q W Q COO BATHRM $ > �,� W LL n/ = M BEDROOM 1 (PRIMARY) = I` N 195 SF O W O Ln Dzo7 D209 VAULTED CLG(less than o O Z O D205 HALL 15') N M O 00 cI D208 — ------------------------------- — O UO G r----------1 I I N (0l � U F- I _, D203 �p PULL ATTIC OWN D210 D211 CM U N ----- -------------------- I I I Dzo2 CLST 1 CLST 2 0 B3 DS OOM 3 m 6'_g�2" 6'-3Y2" o O N `N SLOP 0 co L----- 4--------------— --- w r EL D204 \ dryer D201 0 a O LO _ w7 w� Z CV 11'-5" L L 2' " 3'-7" 3'-g" D j O ASPHALT ROOFING 15 RISERSCV WASHER as ui5 a 9'-7' fIrloft C �1r`l,/1�j^ U (� ¢ N 4 t` C 5� E� tii� Q o P O z I 4-4- 6'-0" 4'-0" 1C/ Q' x G (Q CENTER WINDOW BELOW LO N � � 0 i N ----------J L�--------------- ` -- ------------------------------- t L- I�I ICI Lp co ( O 020 s 0 4 �O c M - ca (0 LLJ 28'-6" 14'-0" c�O F N�� dJ I I CO O C75 Mlm FOR ZONING SUMBITTAL ONLY NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT LRA-02 OF THE ARCHITECT FOR THE SPECIFIED PROJECT V AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT Z 0 - - Q w 0 J V ------ O 0 W (n I I I I 090 > I I I v/ W I I U ASPHALT ROOFING OVER 5/8" i Q WN Q z EXT. GRADE PLYWD ROOF SHEATHING. W L.1.. Q M z U_ �— ICE-WATER DAM MATERIAL. = ti 00 PROVIDE METAL DRIP EDGE AS PER I W W i W U R905.2.8.5/FLASHING SHALL COMPLY W/R Z O I ap 7 n 905.2.8 a- 0 Z C) � ao RIDGE 0 ! , I �N/ V L.L V c RIDGE (M 0 I I I I I z U L----------------------------I H ❑ CJ I Q z a a U i M O j O O J U) ci W UfL I 0 - 0- __ z I I J I I 00 ------- V L--------------- ----- --I W 00 L U I— N C.) O Q d Q O fn O O L_ (0 -------------------------- ------------------ — I I N � 0) ' G '^ �REp ARc o ca ------------------------------- -------------------------------� �P -0 co co D_ J �'e/ �Q^ ~1t t C �� m [— Lo N MICO Q i t FOR ZONING SUMBITTAL ONLY N'9J, 02050A'N yO) NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES O F N F THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT Z BA-03 OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT w ————————————————— —————————————————————— < , I I C/' O i I \ Z I I I I Q m I I I I I I (•^' I I v UJ ui TOP OF RIDGE ASPHALTi Z -------•-------- - R00 ING U MAX 1 W'AB AVERAGE GRADE FINISH -- - -- 14_ Iser I -- I 0 - --------- W'-�//UI-1� M I - W--- ------ I Q W Q STORAGE I O o ' 2 (h LIMITED N i Q HEADROOM PROPOSED DETACHED I W Q 2 GARAGE _ i w 6"TH CONC SLAB ON GRADE i Z O FLAT CLG @ 8'-0"AB TO O Z O FOUNDATION WALL i SLOPE DN SLOPE DN O U -------------I 3sxBo 8:12 w 8:12 V O ELECTRIC OH OH , w ❑ LL 5 M U GARAGE DOOR i o W M (n 9'W X THIGH GARAGE I I I I O I I I I LO I I I I r ---------------------- Line of wall below ------- U aZ o N N U U N i C Q Q a) o PARTIAL SECTION GARAGE PLAN GARAGE ROOF PLAN ca THRU DETACHED GARAGE 0 � " V (0 - cM o cu � J ��RED ARC � ¢ II �5 p,\ELL0 00 LO Ln c�lc�o FC .. oy �-1 FOR ZONING SUMBITTAL ONLY r NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES 02050A," 0� �F NE�y TOFT THEDOCUMENT ARCHITECTFORPROPERTY COPYRIGHT ZBA_07 THE PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIDLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE RIND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT SEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY,(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTIITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF HELLS(W).SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LOT COVERAGE DRAINAGE CALCULATIONS 400 Ostrander Avenue, Riverheod, New York liaol BUILDABLE LAND=LOT AREA(11,007 SQ.FT.)- HEALTH DEPARTMENT USE tel. 631 odm1n you fgax. 651.121.0144 er1 VOLUME REQUIRED poaRpa:orialeu admin® oun en fneeNn com WETLANDS(442 SQ.FT,)=10,565 SQ.FT. ROOF: 876 SF x 2/12 x 1.0 = 146 CF EXISTING FRAME HOUSE&GARAGE = 1,360 SQ.FT, VOLUME PROVIDED USE NEW LEACHING FIELD#1: FRAME STORAGE =18 SQ.FT. 2 GALLEYS 8.50'x4.75'x2.50'DEEP = 160 CF WOOD DECK = 299 SQ.FT. ( ) Howard W. Young, Land Surveyor WOOD LANDING = 28 SQ.FT. VOLUME REQUIRED Thomas G-Douglas E.. t, Frofessional Engineer dom A Adams, Frofessional engineer ROOF: 1,015 5F x 2/12 x 1.0 = 169 CF Daniel A. Weaver, Land Surveyor TOTAL= 1,705 SQ.FT.=16.1% VOLUME PROVIDED PROPOSED USE NEW LEACHING FIELD#1: 1&2 STORY FRAME HOUSE `-= 1,182 SQ.FT. (3)GALLEYS 8.50'x4,75'x2.00'DEEP =192 CF 1 STORY GARAGE =432 SQ.FT. \ SITE DATA COVERED WOOD DECK(ENTRY) = 143 SQ.FT. \ AREA = 11,007 SQ. FT. COVERED WOOD DECK(REAR) = 135 SQ.FT. RAISED WOOD UTILITY PLATFORM =41 SQ.FT. \.\ *SEE FLOOD INSURANCE RATE MAP PANEL NO,36103CO166 H LAST DATED TOTAL= 1,933 SQ.F]'.=18.3% x/ \ SEPT. 25,2009. \ *ZONING USE DISTRICT = R-40 \ * VERTICAL DATUM =NAVD(1988) CC -\ BY McDON LD HOGEOSEREEs \ * DEPTH TO GROUNDWATER =4 FT DATE:03/21/2024 * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 EL=5.4 0.0' P \ TIE LINE ALO)NG APPROX. DARK BROWN `fly \ HIGH WATER MARK * MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL LOAM (OL) � ,f o �c 560020'(06°E * PROVIDED I/A OWTS CAPACITY =500 GAL � 5.62' t.o' fi 6 'sm v o, *GRAVELLE55 ABSORBTION TRENCH REQUIRED BROWN SILTY ' /ZAND 00� USING TABLE 11 OF THE 5CDH5 STANDARDS (SM) w , $ °PJ \\ N35°581103"L CR� 20 FOR A 3 BEDROOM DESIGN&1-5 min/in PERCOLATION RATE) =46 LF ��� 3•�' LEACHING FIELD#2 �' GWEL=1.2 4.2' (3)GALLEYS 0- *GRAVELLE55 AB50RBTION TRENCH PROVIDED =46 LF WATER IN TIDAL WETLANDS \ k" BROWN SILTY *' BOUNDARY,AS /\ 8.50'x4.75' x 2.00' DEEP SAND DELINEATED BY o (SM) EN-CONSULTANTS, \rFP 8.0' 04/09/2024 �j QS, 2.71, S � �. F �10 \F PROPOSED WIRE-BACKED Al c EXISTING DRYWELLS 4� ! St51 \ SILT FENCE r TO BE REMOVED(TYP) . FRAME 54'�. '\ (8,098 SF AREA OF WATER IN PALE SHED °6 ! 2 saw Co DISTURBANCE) ENGINEER'S CERTIFICATION rti•// ^/�, gonraauodal BROWN FINE SAND \ � oFo O !/ !. 68� 0� "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL (SP) C / ry ,� W'/ry 2.62 ! +3.21 ti a SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY \\ �� '�/'� k� TIDPLWETLANDSBOUNDARY StO- ��' ?o• Off/ !i : S7 0 �cti Alorx SEAWARD FACE of coNc. DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5TJ bY3 OT7HESOIL, o $� 5 2 -2 BULKHEAD,AS DETERMINED BY SITE AND GROUNDWATER CONDITIONS,ALL FACILI 5,ASOROPOSEp,\ PRO 6 3 EN-CONSULTANTS,15.0' - ,, �. ?r s P ro F CONFORM TO THE SUFFOLK COUNTY DEPARTMENT O EALTH SERVICES HIGHEST EXPECTED \ PROPOSED 15TORY o� O� p s�'v ���y Pcq woo Fo ! ! 2a °, 1-,,- 0A, 79 TIE LINE ALONG APPROX. CONSTRUCTION STANDARDS IN EFFECT AS OF TH 8 DAI E,4�4 \'-. ,`,,,t GROUND WATER EL=1.2 \ Q p yQ ! \� O o / / �� Frq S�c� HIGH WATER MARK �,,, Q \ DETACHED GARAGE Y <\` '> Ryf / i/ `° erFo� S \ Ff EL=8.10 p� 9 .� ?:�� so ,� �.f'FF o F \ �Qo \G F Ov ` . ��R Rp 2.6 \ 19 ASPHALT DRIVEWAY r. / " ,. �C� /! r i \� a .� CO \ .,l O6 `� i' TO BE REMOVED v P ¢ OFLAGPOLE NOTES FOR \ 145 No \ J !y y ! + 4 rN x ^p 58 o s >, s F \ HOWARD W.YQ}L1£;lG,N.Y.S.L.S. ff 4, 93n \ EXPEND"Y.A,ER / ! o =. o o > ro oc \ j3 oRp lg,,.r. 0 O �'� ay SO RyF ! @ �� 1.^: / ABANDONMENT OF SANITARY STRUCTURES \ SER.VICE <., s Us R \ THOMAS C.W LRT,N.Y.S.P.E.N0.61483 r f &, - R qG a F DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 yy���c COT fCICd )' ! s' w' '£ h F�p`F)O �\\\\ AST \ ABANDONMENT IN \ P Q o �Y f '°�QGj •,Sg, °QO o - EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL PROPOSED \ o f 0 $ O< n . z>°, 2n PQ ? RCF of I .,<�R S� A dF SF crM2r °� - I o RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, PERVIOUS GRAVEL os?� ao cic rri o : -9,y/ T�jO ROp �Op 0(ii1, WAVE o�Mop SURVEYORS CERTIFICATION. ,;-: �_ i REMOVING THE TOP OF THE STRUCTURE(5),BACKFILLING WITH DRIVEWAY / 6. o(' e4�c �S'Q 1' :`'.k47+• ?' OF OS p0 CO A�o F/'ArFa ' goNl4aoriat CICO J 6.64 I • 6 +`FF p �S T • . C� FQ 1 FCk VF N \ f SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY APPROX LOC OF EX DI $�s/ h °' b(. X `fi.7�O,ytl ',y >' ' '' {: 4°, p Srifc4QO�,F 0 *WE HEREBY CERTIFY TO S EAN M c C OYD THATITHIS SURVEY WAS r COMPACTING. SANITARY SYSTEM TO BE I` *�. ii.;.v: - O QO OR p PREPARED IN ACCORDANCE WITH THE CODE OF PR CTtCf:'FOR LAND SURVEYS, 8 ABANDONED IN w z$ ;.;. ' (> S �)' ADOPTED BY THE NEW YORK STATE ASSOCIATIO ar.•PROFE5SIONAL LANDS' NI ABANDONMENT BY REMOVAL \ ACCORDANCE WITH c,JIA, �� �. J' y^` Nfl Sti rOQ�0 c�� SURVEYORS. 'a ` r 81+ 6 o Q ,�• �o� `a2 p ,Q EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL \ 5CDH5 STANDARDS• <v 1 F R O F ! RESIDUAL SEWAGE WASTES BY A LICENSED HAULER,REMOVING \ 3 / Q / ¢t,RF° "� 4°' i ORq 0 r N ���M L/0'1 hR O(1j 1+OB. ylnr'> \ �'' SMS 1lVq O E'. ng `i..,. C. f. THE ENTIRE STRUCTURE(5),BACKFILLING WITH SUITABLE SAND o d Ili / / T 1 o r \ Gar ` _ F AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. cMF �w 2I"' yFo�F ,q/ / \ ! ��� rp ABANDONMENT OF SEWER PIPING "\ T f`�/ qe ~�� \�� / !`� �7 > " "� ✓� o � � '! ^' m, SQRp �y �� \r Z� ,9� HOWARD W.YOUNG,N. .L.S.NO. 893 THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A "� w V r ,� z\\ ° a6 �� DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 _ MEANS OF ABANDONMENT.THE DEPARTMENT SHOULD BE c°3' o \ 6.45 / O/I/ �0�6 "" y Q CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF J c•+aF FUTURE CONSTRUCTION I5 CONTEMPLATED IN THE AREA OF THE �4 a ' � `�\\ tK SURVEY FOR ABANDONED SEPTIC SYSTEM. Qa J(� \ +6.86 6 y f \ �� e,J / W TH p Gj ZONE CERTIFICATION REQUIRED tip- �. \ O AE(EL6) SEAN 1V►cCOYD THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, /! ` ! \\ w\w F0010 . 1 o�� W 11 r zoNE x EITHER IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER / PROPOSED `/� A LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS / r^ SANITARY R RCF (0.2%ANNUAL E INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. / rrJ !! SYSTEM \ \w\!Zs O 5.84 5.97 6�� CHANCE) at Laughing Waters, Town of Southold N FOR PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS,THE ! vJ LEACHING FIELD#1 +6 APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD / (2)GALLEYS Suffolk County, New York vO ALSO BE CONTACTED. / T pwe/// \ IV 4fl. .4s \8.50'x4.75' x 2.50' DEEP 1j0 ° BUILbING PERMIT SURVEY LEGEND � a IPF 9MU4 o aa,uri"` / / ` 87 Block 03 Lot 66.4 OC County Tax Map District 1000 Section BBC = BELGIAN BLOCK CURB \ CMF ° FIELD SURVEY COMPLETED MAY 08,2024 a BSW = BRICK SIDEWALK / v e/zh �\ MAP PREPARED MAY 09,2024 CIC =CAST IRON COVER CH =CHIMNEY olleh \ = � v \ Record of Revisions DI DRAINAGE INLET DW =DRYWELL NOTES \ REVISION DATE EOP =EDGE OF PAVEMENT 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. \ AnnFn BUTIT)ING PERMIT DATA .JAN 29 202-9 IPF =IRON PIPE FOUND \\� Ar)hM BUILDING PERMIT nATA APR 09 2025 MLF =METAL FENCE 2.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND 5CDH5 \ OL =ON PROPERTY LINE REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWT5 AND LEACHING 05 =OUTDOOR SHOWER SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. cMF PRF =POST&RAIL FENCE 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A RCF =REBAR&CAP FOUND FUJICLEAN USA REPRESENTATIVE. / \ RO =ROOF OVER \ WMR = WATER METER 4,AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE / 20 0 10 20 40 60 xX =LIGHT POLE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE 9 • =END OF DIRECTION/DISTANCE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(5CDH5)PRIOR TO APPROVAL OF Scale: 1" - 20' o =WETLAND FLAG THE I/A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF 111 THE SUFFOLK COUNTY SANITARY CODE. JOB NO. 2024-0058 DWG. 2024_0058_bp 1 OF 3 i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION'7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFIICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A:CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SWEET AIR VENT GAP MFG BY TUF-TITE 400 Ostrander Avenue, Riverhead, New York IIat01 (3' MIN FROM ANY DOOR OR WINDOW) tel. 631.'12-7.2303 fax. 631.727.0144 FIBERGLASS LOOKING � ad.ln®youngengineering.com COVER 3008-RG 8 RISER I 4 2 STORY MFG BY POLYLOK FRAME HOUSE 16 RIM=7.5 (3 BEDROOMS) FFEL=10.0 4 PVC. PIPE RISERS 8 COVERS 5' �6' 24'LONG TRENCH 6.0' Howard W. Young, Land Surveyor ® 2.00RD MIN. WITH SAFETY LIDS 4" PVC, 4" PVC PIPE Thomas G. Wolpert, Professional Engineer MFG BY TUF-TITE (TYP) PIPE 0 ® 1.00% MIN. Douglas E. Adams, Professlonal Engineer RIM=8.2 1.00`% MIN. 6EOTEXTILE Daniel A. Weaver, Land Surveyor EL=8.2 BARRIER PROVIDE GLEAN EL=5.7 ION 3 OUT AT FAGS OF SLOPE BUILDING AIR LINE--� 5AIND HEALTH DEPARTMENT USE IE=5.00 �3" VENT - TOP OF PIPE MCI. HOLE IE=4.51 IE=4.46 _-- IE=4.36 I EL=4.63 CONNECT 3" PVC VENT LINE IE=4.68 TO VENT HOLE IN OW5T - BOT EL=3.2 SEE DETAIL FOR 4"DIA PERFORATED PIPE GE0, NTHETIC, N z OW .T5 COMPONENTS AGGREGATE! HIGHEST EXPECTED 6W EL=1.2 BOT=028 HIGHEST EXPECTED 6W EL=1.2 2' DIA. POLYPROPYLENE 6RAVELESS ABSORPTION DISTRIBUTION BOX TRENGH5 (b 51=') 12"X12"XcI' LONG 500 GAL. I/A OATS MFG.BY POLYLOK TOTAL OF (2) = 40 LF CONCRETE BEAMS MDL. GEN-5 MF6. BY FUJIGLEAN USA MVL#3OIT-G24 OR APPROVED EQUAL MF6.BY ELXN GORPOR:ATION PROVIDE END GAP LEVELING DEVICE MDL#e43 OR APPROVED EQUAL MDL#SL-4 MFG BY TUF-TITS OR HYDRAULIC MOT=I LE APPROVED EQUAL FOR ALL 50ALE: NT5 DISTRIBUTION OULET PIPES BUOYANCY CALCULATIONS FIN. GRADE IA OATS ONE (1) OWTS MDL# GEN-5 MFG. BY FUJI GLEAN USA WEIGHS 5017 LBS., REPRESENTING THE DOWNWARD FORGE FOR THE STRUCTURE. GORROSIWE RESISTANT STRAPI N& (TYP. OF 2) THE PROPOSED STRUCTURE WILL BE PARTIALLY 5UBMERGED TO A DEPTH OF 0.92' (1.20 GEN-5 MINUS 0.28). OWT5 EPDXY COATED ANCHOR EYE BOLT THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x SUBMERSED - (T•I•P OF -4) DEPTH ('1AO)(4.02)(OA2) = 2cl.2 OF. THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY 5UBMERGED STRUCTURE A = H16HE5T EXPECTED 21.2 OF x 62.4 LBS. PER OF = 1,822 LBS- GW EL=1.2 NOTE: ALL CONDUITS BETWEEN PANEL AND APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE TREATMENT TANK MUST BE SEALED TO PREVENT PARTIALLY 5UBMERGED STRUCTURE 15 1,622 x 1.5 = 2,733 L55. 12"X12"XcI' LONG GAS LEAKAGE INTO PANEL. THE DOWNWARD FORGE OF 397 LBS. IS LESS THAN THE UPWARD FORGE (INCLUDI�JG CONCRETE SEAM95 FOR WIFI COMMUNICATION DEVICE; SAFETY FACTOR OF 1.5) OF 2,733 LB5. AND, THEREFORE, AN ADDITIONAL 2,336 LBS. OF USE ALARM/CONTROL PANEL r/.:,L#l045O40 ENGINEERS CERTIFICATION DOWNWARD FORGE IS NEEDED. END VIEW DETAIL CONTROLLER "0" MFG BY SJE RHOMBUS s SCALE: NTS USE (2) 12"x12"x9' LONG CONCRETE BEAMS = 18.0 OF ALARM/CONTROL I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 0 THE ADDITIONAL DOWNWARD FORGE PROVIDED = 15.0 OF x 150 LBSJCF = 2,700 LBS. PANEL MDL#1041cl72 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY o .CONTROLLER "A" DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY - 01 a MFG BY SJE RHOMBUS SITE AND GROUNDWATER CONDITIONS,ALL FACILITI .AS.PROPdst-, -1/2' VENTILATION PIPE CHAMBER Volume(gat) CONFORM TO THE 5UFFOLK COUNTY DEPARTMENT OF EALTJ•5E(2VILE5 SCUM BAFFLE B CONTROL PANEL MOUNTED L 1 Sedimentation Chamber 277 O CONSTRUCTION STANDARDS IN EFFECT AS OF THI ATE. >� `; -10 N 4 x4 PRESSURE .>' CO (2 Anaerobic Filtration Chamber 278 < ,� =' 8 -10 -7 -o TREATED WOOD POSTS p i Q3 Aerobic Contact Filtration Chamber 127 o ECIRCULATIDN Q Storage Chamber 63 i AIR LIFT PUMP © C J I Disinfection Chamber 4 F \ t o DISINFECTION t € INSULATED © Total Volume 749 Z i CYLINDER (OPTIONAL) I AIR WEATHER BLOWER '---;RESISTANT HOWARD VkY NG,N.Y.S.L.S.NO.45893n \': i'" ``' r'• w - 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS C0 BLOWER THOMAS C.WOLPERT,N.Y.5.P.E.NO.61483 �r,lf'.1 ".%• A :. 4 A Anaerobic Media PP/PE Filling Rate 32% i ENCLOSURE DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 \�= 4'-0 ' Board Type Aerobic Media PVC/PP/PE Filling Rate 16% © Aerobic Media PP/PE Filling Rate 57% FIN. GRADE FFLUENT Blower 2.8 cfm ELECTRIC SUPPLY ® AIR LIFT PUMP Tank FRP TO BLOWER SURVEY FOR INLET BAFFL m Q Piping PVC/PP/PE © Access Covers Plastic/Cast Iron O FUJIGLEAN OWTS SPLICE BOX Disinfectant(Optional) Chlorine Tablets AIR LINE TO SEAN McCOYD RECIRCULATION PIPE LOW BAFFLE 1/2' AIR INTAKE LEGTRIGAL SUPPLY FUJIGLEAN OWTS FLOW ❑PENING CTYP. (CLEANING ❑PENING) B PLAN VIEW CONTROL PANEL 4 SLOWER at Laughing Waters, Town of Southold SCALE: NTS 9 9 " 18' MANHOLE CTYP 18' MANHOLE CTYP 24' MANHOLE CTYP DISINFECTION 4' MANHOLE Suffolk County, New York CYLINDER (OPTIONAL) o LOW OPENING METER BUILDING PERMIT SURVEY r-o • INCOMING SERVICE BOARD TYPE s CONTACT MEDIA � . 87 Block 03 Lot 66.4 DEDICATED GATED 0 15 AMP BREAKER FIELD SURVEY COMPLETED MAY 08,2024 u © MAP PREPARED APR.09,2025 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY Record of Revisions ® #12-2 AW6 WITH 6ND IN I" PVC CONDUIT s'-s• © � s'-s' ECIRCULATIDN MAIN REVISION [)ATE ASSEMBLY SERVICE 4'-4�' © AnnFn Rl1Tl'_nIN6 PERMIT nATA .jAN 29,7(l?5 4'-3 4'-2 PANEL ELEC. CONDUIT AnD.Fr)BUTlRl1TILnING PFRMIT nATA APR 09APR 7� OWTS WIRING PER MFG. HARDWIRE EROBIC MEDIA N m 0 0 � ERATION ASSEMBLY o _ DO SECTION A-A VIEW SECTION B-B VIEW GROUND 5JE RHOMBUS AIR FUJIGLEAN CONTROL BLOWER OWTS S PANEL Scale: NTS a JOB NO.2024-00 I/A OWT5 MDL. GEN-5 MF&. BY PUJICLEAN USA OATS ELECTRICAL ONE-LINE DIAGRAM DWG.024100585bp 2 OF 3 I I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE INOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.ICERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11901 FUJICLEAN CEN SERIES tel. 631.72 7 2305 fax. 631.121.0144 MODELS AS PREVIOUSLY �°"°'`. TR, admen®youngengineering.com APPROVED FOR USE BY SCDHS Toward Clean Water... 0 ALL MATERIALS SCHEDULE 40 PVC(TYP) Howard W. Young, Land Surveyor 6"SCHEDULE 40 END CAP CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE Thomas G. Wolpert, Professional Engineer ADAPTER FROM ABOVE(TYP) Douglas E. Adams, Professional Engineer ADAPTER&PLUG(TYP). Daniel A. Weaver, Land Surveyor MUST INSTALL CLEANOUT TO GRADE IN ED 4.87" ACCORDANCE WITH 4.53" SCDHS STANDARDS(SEE HEALTH DEPARTMENT USE INSTALLATION GUIDANCE 9TOP NOTE 7). TOP VIEW WITHDIMENSIONS(TYP) 40 PIPE CONNECTED TO FUJI VIEW(1fYP) Q16.24" OUTLET SOLVENT WELDED TO 6"SDR 35 PVC RISER p 4"LONG STUB OF 4"SCHEDULE PIPING EXTENDED CLEAN CEN UNIT(TYP) UP TO GRADE LENGTH VARIES(TYP) 90 DEGREE LATERAL INLET VIEVN(TYP) 3 INLET PORT ADAPTER ALL PORTS ARE Q 4"OPENINGS 55^ SIDE VIEW WITH s.23" DIMENSIONS(TYP) \0 1.97" *— SIDE VIIEW(TYP) 4.87" EXTRA INLET 7 3" 4.53" CAPPED VIA 4"SCHEDULE 4 ADAPTER&PLUG OR CAP(TYP) OUTLET SOLVENT WELDED TO 4" LONG STUB OF 4"SCHEDULE 40 PIPE CONNECTED TO FUJI CLEAN CEN UNIT(TYP) ENGINEER'S CERTIFICATION 3 I HEREBY CERTIFY THAT THE WATER 5UPPLY(5)AND/OR 5EWAGE DISPOSAL SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER M_Y N DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUD I4, 01 - 4"DIA. PERFORATED PIPE N SITE AND GROUNDWATER CONDITIONS,ALL FACILITI �A5`PROPbsED; i LATERAL 3 INLET PORT PERMEABLE BAGKFILL CONFORM TO THE SUFFOLK COUNTY DEPARTMENT 0 EAA ,H SERVICES,!/ a ADAPTER ALL PORTS GEOTEXTILE CONSTRUCTION STANDARDS IN EFFECT AS OF THI DATE` ARE 4"OPENINGS BARRIER /t 6EOSYNTHETIG g (TYP) AGG R REcGATE t{d f } � ? z \\,\\ \\tip FUJICLEAN CEN SERIES �� / / / / / / / / / y HOWARD W.YOUNG,N.Y.5.L.5.NO.45893n MODELS AS PREVIOUSLY THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 c APPROVED FOR USE BY SCDHS CID /\ _ •- �, \�� fi'„' 6 //\�/ DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 USABLE 501E \ *`,;;�`�'§: :'a >%; 9 \\ \/ fUJIGLEAN INLET ADAi'TER q0 (1-60 MIN/INCH ///�/ PERCOLATION RATE) \ -'\ III - � `~ I' \ \ ... I I' ..31 I_m ` I : ... I( : :I I :. / SURVEY FOR Z // E- i -- ; E—; — 4'TO ADJACENT Installation Guidance FujiClean Schedule 40 PVC 90-Degree InletAdapter '\\ — -- ' } --!,4—I }— i ��� TRENCH 1.The FuijiClean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard X;\\ —_`- --, schedule 40 fittings. ��� ' 1—11- 11- I 1 1 - 1`� 5 A N McCOYD .... ........ �� I ,l 1 i=- 1 I I- I I_-._i _ H GH)=5TEXPECTED 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out. i�� gym-__ �- ( _ M3 Y /� GW EL=1.2 E 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip UNSUITABLE SAND SHALL 5E ��,, at Laughing Waters, Town of Southold � cap that is solvent welded to a short stub of pipe inserted and solvent welded into the adapter port. REPLACED WITH SAND /�//j//,.// ///// // // /// / //�/ Suffolk County, New York RATED AT SP OR SW ! 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded into the adapter outlet end and FujiClean inlet so that the adapterfits flush on the FujiClean unit. LEACHING TRENG:H SHALL SAND MEETING ASTM N 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of BE I=XGAVTED 1*--)OWN TO SPEGIFIGATION 033 BUILDING PERMIT SURVEY the adapter and prevent any settling or strain on the adapter or FujiClean unit. SAND RATED AT SIP OR SW 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. County Tax Map District 1000 Section 87 Block 03 Lot 66.4 C3 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR GR,41/ELESS ABSORPTION TRENCH SECTION FIELD SURVEY COMPLETED MAY 08,2024 8 SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES:' MFG. BY ELJEN CORPORATION MDL#543 SCALE: NTS MAP PREPARED APR.09,2025 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. OR APPROVED EQUAL Record of Revisions 1.Square pipe ends,chamfer and remove all dirt. REVISION DATE 2.Check dry fit of pipe and fitting.Pipe should easily go 113 of the way into the fitting.If pipe bottoms,it should be snug. AnnFn RUTI_nTN6 PFRMIT nATA JAN 29,2025 3.Use a suitable applicator at least'/2 the size of the pipe diameter.For larger size pipe systems,use a natural AnnFn RUTI-hTNA PFRMIT DATA APR 09 2029 bristle brush or roller. 4.Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleaneronlyl) 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. 6.Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement. IN Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe. 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both parts. 0 8.Push pipe FULLY into fitting using a%turning motion until pipe bottoms. 9.Hold pipe and fitting togetherfor 30 seconds to prevent pipe push-out-longer at low temperatures.Wipe off excess. m 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. 9 Scale: NTS a NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient temperature, relative humidity,solvent cement used and the system operating pressure should all be considered when determining set up cure times. JOB NO.2024-0058 DWG.2024_0058_bp 3 OF 3 I li I i n I I I I I APF201'AL I i MAXIMUM SKY EXPOSURE PLANE i 35' ABOVE AVERAGE GRADE 1 // TO RIDGE TO DIS_CHAfRG_E t32'-4"AE AVERAGV GI�7aC�'E .-._.«..�...._.«...._._..;.�._.�. i i r' 00'-10" TYPICAL ROOFING AB AVERAGE GRADE ` Q�•Q / ASPHALT ROOFING OVER 5/8" III �y i'/ EXT.GRADE PLYWD ROOF SHEATHING. 1 / ICE-WATER DAM MATERIAL. f JQ�// PROVIDE METAL DRIP EDGE AS PER j i GJ/ R905.2.8.5/FLASHING SHALL COMPLY i j '0 W/R 905.2.8 11 11 if 11 1111111 ,11 IT 11I / IITIIIIITII III Ii j �,/•r — - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -IY- FInC �ndfloor._ — �•` i W Z 1 / `., ZIT I 1 t © i TO RIDGE _ MAX/TOP_OF_RIDGE_ _ -t1i3'-8"AB GRAB " '1 a0"AffADJ GRADE •_.-•_._ 'oQo `�`�` O I 0 i r - LLU I /' !' `LJ 0 I I W ! . ,_._. PROPOSED TO MIDGE '� 12 � � � � � COIL STOCK \` 'A W I Z I - «�RADEB AVERAtE ✓' I 9 GC VIF ; /,r 1 _ _ �' - ST�tAPPING @_ _ _ w _ _ _ _ PR POSED 2ND FLR `� Z f FLR 6FP�ES,-•- - - 1 _.�.. _L_._.r._ _i., T._. -ELEV+19.67' �v TYP 1 f / TYPICAL EX ,ERIOR WALL f /'/ SIDING AS P�R OWNER OVER 5/8"TH I �`�, I PIL D SHEATHING,TYVEK HOUSE ASPHALT ROOFING WRAP 2X6 EXT WALL FRAMING I ,r' R-3 CONT.E�(TER!OR RIGID BD INSULATION `1 �•� j ✓ RAILING R-21 CAVITY INSULATION y MECHANICAL EQUIPMENT Style as per Oy n tr DOUBLE TOPI$OTTOM PLATES+FIREBLOCKING, 1 j PLATFORM W/ min 36"abovb I ii SCREENING 1 II I OVERHEAD GARAGE i Ij DOOR 6'W XT HIGH ` I 0 PROPOSED is b Ij � •_ ._._._._._._.�,. _ ._ _._ ....... _ ._ _.......... .__ _._. ._..,.. ._._._._....... ._ ..................... ._._. ._._. ._._.- - PROppSED 1ST FLR ELEV+10.0' I f DFE ELEV+10.0' 1 Ii u, MINIMUM UNDERSIDE DFE 1 OF.E,RAMI 1,.,_,�,�, MINIMUM UNDER IDE _ I II 5-4 °' OF FRAMING -. I , ,, RAGE FLOOR SLAB _,_ VEL WIROAD ELEVATION BADE VAR IE STONE VENEER OVER PIERS o I - _-- ------_ ---- ---- -- - -- - ---- ..,12perm R;9s,I of_: LATTICE PANELS BETWEEN PIERS ii AVERAGE GRADE I 1 - - - LATTICE ELEV +5.25' .;1- — --«.I.. .. AD � � FPILE FOUNDATION 1 I I I T 1 _IMF ,r.r -r w. � M+li iW i"I.i Irl I I I 1 I I 1 t I I I TYPICAL EXTERIOR WALL L__J SIDING AS PER OWNER OVER 5/8"TH L__-L._.6ddOTINCs,_ �j r'LYWD SHEATHING,TYVEK HOUSE MI 3'-0"BELOW GRADE j 1 Proposed Front (South) Elevation scale 1/4" = 1'-0" NO: Dote: Revision: Barbara M. Ruggiero 1 Architect P.C. 176 Pine Street, Garden City, NY 11530 Voice. 516.739.6219 e: BMRarchitect@gmail.com Project: SCTM#1000-87-3-66.4 McCOYD RESIDENCE 3360 Minnehaha Blvd, Southold, NY Drawing Title: Pro osed Front Elevation .1 1 Seel & Signature: Date: 04.28.2025 Scale: 1/4" - V-0" UON REo ARC Drawn By,, �PAI~Lc°�V'��` DRAWING No.: 1 y ZBA - 04 ° osoa.K ����' FOF NEB L Drawings are NOT to be scaled FOR ZONING SUMBITTAL ONLY It is a Violation of NYS education law, article NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES 145, for any person, unless acting under the direction of a licensed architect, to alter an item in any way. THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION i MAXIMUM SKY EXPOSURE PLANE 35' ABOVE AVERAGE GRADE 10 TO RIDGE ♦"♦ t�2'-4"AB AVERAG GRADE' y _ _ 12 ♦ TYPICAL ROOFING ` ♦ ASPHALT ROOFING OVER 5/8" ♦,i♦ EXT.GRADE PLYWD ROOF SHEATHING. ICE-WATER DAM MATERIAL, i♦ PROVIDE METAL DRIP EDGE AS PEREl ♦ R905,2.8.5/FLASHING SHALL COMPLY ♦ W/R 905.2.8 i •i I i i �•`�-1hA i♦ _ _ _ _ _ _ _ PROPOSED ATTIC � s • ♦• STORAGE USE ONLY ♦ ELEV+28,67' ♦ ♦' ♦ TYPICAL EXTERIOR WALL �'�� ✓'♦ _ SIDING AS PER OWNER OVER 5/8"TH ♦ PLYWD SHEATHING,TYVEK HOUSE i♦ TO RIDGE _ _ _ _ 12 WRAP 2X6 EXT WALL FRAMING ♦ t18'-i3"AB AVERAGE O( AbE COIL STOCK R-3 CONT.EXTERIOR RIGID BD INSULATIONi♦ Q8 Li STRAPPING( R-21 CAVITY INSULATION ` i♦ FLR LINES, DOUBLE TOP/BOTTOM PLATES+FIREBLOOKING !♦ TYP 12 ♦�♦ �4 \4 I I I PROPOSED 2ND FLR ♦i♦ _ _._•_.. ._. _._.� ..._ _. _ _._._ _,..._._._._. r, ELEV+19.8T r ♦ LOAD BEARING � COLUMNS,TYP ; i REAR EORC I ROOFED RAILING MIN T H,typ j jM Handrail centered I ENTRY on column,typ I 1 PORCH 1 it 1 IST FLF2 _.�._._._._._._.�,,.._._._._._._. _ .,_ _ - _ _. _._, PROPOSED 1$7 FLR • .�. .T. ._I_ .T _ ... w I I I ELEV+10 o 1 i I i j I DFE ! TV 0IMUg1Ji�D�RSID ! i PC FOUNDATION OF FRAMING 4 GRADE j WALL ELEV+6.25 i AE-6 _ AVERAGE GRAD _,_,_,_ _,_,_,_, �,_,_,_.»,_,_,_,_ _._._ _ AVERAGE GRADE ELEV S GRADE .�, ., _._, ,_, ,_...._,_, ..,. ,_, . ,_... _ .., _,.. ,« ...... ELEV 5 PILE FOUNDATION ,Proposed Garage Side (West) Elevation scale 1/4" 1'-O" MAXIMUM SKY EXPOSURE PLANE 35' ABOVE AVERAGE GRADE r'r MIN TO r DISCHARGE #32'-4"AS AVERAGE GRADE•_ TO R_IDG_E r ' AB AVERAGE GRADE , r' �. r/ 12 TYPIC LA ROOFING w, ,,♦ ASPHALT ROOFING OVER 50" r' EXT,GRADE PLYWD ROOF SHEATHING. No: Date: Revision: yr ICE-WATER DAM MATERIAL, r' PROVIDE METAL DRIP EDGE AS PER , Barbara M. Ruggiero r' r I�-dn R905.2.8.5/FLASHING laHALL COMPLY `♦ W/R 905.2.8 Architect P.C. r' vaulted clg�bedroom _.......-----------le� -. ............. ..,...._._._._,_._ ,,.,.,..,._._ _._ I STORAGE USE ONLY `� 176 Pine Street, Garden City, NY 11530 EL�v+28.6r `• Voice. 516.739.6219 r' e: BMRarchitect@gmall.corn r r r TYPICAL EXTERIOR WALL ` Project: SCTM#1000-87-3-66.4 r' SIDING AS PER OWNER OVER 5/8"TH ,•r PLYWD SHEATHING,TYVEK HOUSE TO RAILING `•�, � r' WRAP 2X6 EXT WALL FRAMING I —MIN T-0"ABOVE WALKING �, MCOYD RESIDENCE R-3 CONT.EXTERIOR RIGID BD INSULATION SURFACE R-21 CAVITY INSULATION ,�.`� _ 3360 Minr'lehaha Blvd, DOUBLE TOP/BOTTOM PLATES+FIREBLOCKING Southold, ICY 12 r 4p I I I PROPOSED_2ND FLR ,`'� DrawingTitle: rr - - - - - - - - - - -•_._._._.-._._,_._._,_.r._._�- - - - _ _ _ _ - - -. ._._.._. E LEV•+1E 6T .� Proposed Side • Elevations 11 i i I B-i I I I' I M r' �, r' r 1 ROOFED Saul & Signature: Gate: 04.28.2025 j OVER Scale: 1/4" » 1'-0" UON � ENTRY P OUTDOOR ARC Drawn B : ! 71 SHOWER RAISED WC O ,I,��~��P o w/? �P��Fc, DRAWING Nq.: R_11LAGy DECK i .� --------- 1STF•O _ _ ! r- ELEV+10 ¢ ' I DFE '9 1111f11111111MINIMIUM UNDERSIDE � - o5 ZBA PC FOUNDATION 050 I WALL OF NE`� I ------------- AE-6 _,_AVERAGE GRADE _ _,_ . VERAGE GRADE «•, _ «.,., _ AVERAGE GRAPE _,_ _ �.,_ _,_,_,_ _,_ _ ., _,_,» . Drawings are NOT to be scaled ELEV 5 _ E - - GRADIE E"I EV S'~ " ` " » i ZONING S BI FOR O UM TTAL ONLY -' NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES It is a violation of NYS education law, article i i 145, for any person, unless acting under the Proposed Side (East) Elevation i direction of licensed architect, to alter an item in an way. scale 1/4" = 1'-0" ~ ; � Y Y THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION i MAXIMUM SKY EXPOSURE PLANE 35' ABOVE AVERAGE GRADE ._,_..,,,.,_._._................_,..._._ ..,_,_,_,_,_, _,_,_, ...... ......_,_._,_,w,_,............... ------_,_,_,.,....... _,_,_,_, ...... _,_.�...._._._ TO RIDGE ..._._ AB AVERAGE GRADE ✓ _ TO RIDGE._ ✓ AB AVERAGE GRADE 1 111111 ✓ I AS 11 If 11,11 it 11 111 f,Qo — EXT.GRADIE PLYWD ROOF SHEATHING. ' �Qr / PROVIDE METALDAM DRIP EDGE AS PER N, 11111 �✓ R905.2.8.5i/FLASHING SHALL COMPLY 0i' If W/R 905.2.8 J TYPICAL EXTERIOR WALL GJ,J PROPOSED ATTIC SIDING AS PER OWNER OVER 5/8"TH `�• I. I_ JL WRAPD SHEATHING, EXT WALL FRAMING HOUSE ✓ �S'-TOI�GE USE O�1LY-"--'_._._._._. ,y ELEV+28.67 R-3 CONT,EXTERIOR RIGID 6D INSULATION �'♦ J R-21 CAVITY INSULATION ✓ DOUBLE TOP/BOTTOM PLATES+FIREBLOCKING I' CHILD PROOF GUARD RAIL J MIN 36"AB WALKING SURFACE,TYP TO RIDGE 11 IIIIHI fill I #18'-8"AB AVERAGE G( AD I' J• L 1111 11 IT 11 11 1 11 IT 11 11 IT 1 11 IT 11 11 IT I IIT PROPOSED TO RIDGE Lu J' �• GRADE J'J PROPOSED 2ND FLR ,•J "'ELEV+1�:67'�'.�._.-._._._._._._._.- _.�.,_.-..., i i i ._._._._,_, o IT II II IT 11 11 - /' I' ERIOR L F NISII J DI-BOA ISIDING, AIGHT q E PANEL D SHEA rH1 NGJN CHILD OF GUARID R I ------------------------------------------- r EK HOU MIN 3 WALKINGI SU F CE,TYP I j P 2X6 WALL MING j CONT, ERIOR I D BD IN U AT j I IR I I I slit 6TI =? �ROPQSED 15T FAR _ _ - _._ _.-._ _.,�._._._._._.-._ _._._.-._._ I _._ I _ I ._.._._._,_._._ b ELEV+10.00' - - - - - - - - - - - - - - - - - - - - - ._. ._._. .,_. .�. .r. .�. j I 1 i DETACHED GARAGE j ..._._,_. .. DFE-minimum un ersld2 _ of structure 1 1 PC FOUNDATION ...�+_...._._. WALL AE-6._._._._. ..... r r .r.ir r r.r.r r r r r rlr.r.r.r .� r r-r-_-r-- }. r r wlr r r r r r r rf�iYi+L?I� 47L\C11.Ltr. .r r r r r r r r r w. _.r.r...1rl_.r.r r r r r r r j AVERAGE 0 ELEV 5 EUH V 5 iPAT[()ON QRADE I I 1 I I I _ MIN 3'-0"BELOW GRADE Proposed Rear (North) Elevation scale 1/4" -- 1'-0" No: Date: Revision: Barbara K Ruggiero Architect P.C. 176 Pine Street, Garden City, NY 11530 Voice. 516.739.6210 e: BMRarchitect@gmall.com Project: SCTM#1000-87-3-66.4 MCCOYD RESIDENCE 3360 Minnehaha Blvd, Southold, NY Drawing Title: Proposed Rear Elevation Seal & Signature: Date: 04.28.2025 Scale: 1/4" M 1'-0" LION RED APcy� Drawn By: DRAWING No,: (P, 0 05bA N ZBA - 06 e F L __J Drawings are NOT to be scaled FOR ZONING SUMBITTAL ONLY It is a violation of NYS education law, article NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES 145, for any person, unless acting under the (direction of a licensed architect, to alter an item in any way. THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION I