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HomeMy WebLinkAbout7923 Maki loco, S+ve � 1 Q13 5 MeW17- o"s , er, r � C� e co,.S4�-Uofio-yi will Gov a Ao-� oP `3(' -o I m U '516t-e �C. d �'t��f'6,-cI<lot v�- �uv�� W��cln �y�,►re c�eu) �li� CCf l —4b eci�ck o �J Ut a� cl °ever ., /OC D Owner: Mandaro Stephen Rev Liv Trt File #: 7923 Address: 2135 Bay Ave C �—) Code: 18RL Agent Info -� AMP Architecture/Anthony Portillo 10200 Main Rd P0 Box 152 ti Mattituck , NY 11952 Phone: 631-603-9092 Fax: Email: aportillo@amparchitect.com c'� �i1cj �' a m oa-s BOARD MEMBERS ��OF soUjyo Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �Irou ,� Southold,NY 11971 RECEIVED http://southoldtownny.gov � f 3• IM ZONING BOARD OF APPEALS A 3 O TOWN OF SOUTHOLD Tel. (631) 765-1809 PZ- Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 25, 2024 ZBA FILE: 7923 NAME OF APPLICANT: Steve & Fortune Mandaro V PROPERTY LOCATION: 2135 Bay Avenue, East Marion,NY SCTM No. 31-17-4 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 April 9, 2024 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 July 5, 2024. 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 INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. 1. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for: a. Structures that functionally require a location on the coast or in coastal waters. b. The Innovative Advanced(I/A) Sanitary System, improved stormwater controls, and the 10' wide vegetated buffer and 30' ft wide non-turf buffer are significant improvements to mitigate build-out in this sensitive area. The setback relief requested indicates that the lot is being overdeveloped in an environmentally sensitive coastal area. c. The structure is located in a FEMA flood zone AE El. 6. The structures within these areas are subject to repetitive loss from storm surges and flooding and should be avoided or minimized. The Board of Appeals finds that the conditioned relief granted herein and the approval of the Southold Town board of Trustees sufficiently mitigates inconsistencies with the LWRP policies, and now therefore, determines that the proposed action is CONSISTENT with the LWRP PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 6,000 sq. ft. parcel located in an R-40 Zoning District. The property has a road frontage of 60.00 feet fronting Bay Avenue along the southerly Page 2, July 25,2024 #7923, Mandaro SCTM No. 31-17-4 property line,then turns northeast for 100.00 feet to Marion Lake,then turns southeast for 60.00 feet before returning 100.00 feet back to Bay Avenue. The property is improved with an existing one-story frame dwelling with a concrete patio at grade. There is also a 10.1 ft. by 10.2 ft. frame shed in the northeast corner of the property as shown on survey prepared by Nathan Taft Corwin III, L.S. last revised February 14, 2022. The house currently complies with a Certificate of Occupancy# 37193, dated October 4, 2014, for a seasonal one-family dwelling. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124, and the Building Inspector's March 4,2024 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition) and reconstruct a single-family dwelling; 1) located less than the code required minimum front yard setback of 35 feet;2) located less than the code required minimum side yard setback of 10 feet; located at: 2135 Bay Avenue, (Adj. to Marion Lake)East Marion. SCTM No. 1000-31-17-4. AMENDED APPLICATION: On July 9, 2024, the Building Department Plans Examiner amended the Notice of Disapproval as a result of a revised plan from the applicant, dated July 9, 2024. The project is no longer considered a demolition as per Town Code definition. The plans examiner has reviewed an application for a permit to "raise and construct additions and alterations to an existing single-family dwelling", instead. Variances relief requests for a non-conforming front yard setback and side yard setback remain the same. RELIEF REQUESTED: The applicant requests variances to raise and construct additions and alterations to an existing single-family dwelling with the following variances needed: 1. The front yard setback will be 31.5 feet where 35 feet minimum is required. 2. Aside yard setback of 6 feet where a minimum of 10 feet is required. ADDITIONAL INFORMATION: According to the applicant's testimony on December 1,2022,the existing house sits below the FEMA flood zone of AE(EL 6 feet), and was subject to substantial flooding during Hurricane Sandy. The current sanitary system is located in the rear yard close to Marion Lake and the house is being relocated to provide room for the proposed Innovative Advanced(I/A) Sanitary system. Due to the low water table, as noted in the revised plans,the system would need to be placed on grade with a retaining wall to support the fill to cover the system. The FEMA design flood elevation on this property is Elev. +8 feet. With this information, the minimum finished floor elevation would have to be+10 feet. A previous variance #7711, dated December 15, 2022, was issued for demolition (as per town code), raising of foundation,and retaining walls to hold the new I/A system. The plans have since been amended to lessen the variance relief needed and consist of raising the existing house, with additions and alterations. The Southold Town Trustees have approved this application at their meeting of February 13, 2024 as shown on permit no. 10-492 dated November 15, 2023. A neighboring property owner spoke out against this application during the public hearing. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 11, 2024 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)(Wih Grant of the variances as applied for will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject neighborhood was originally developed with seasonal cottages on small lots, many of them located on Marion Lake. Over time several seasonal Page 3,July 25,2024 #7923, Mandaro SCTM No. 31-17-4 cottages have been renovated as single-family dwellings; some remain single story and a few of them have become two story. Increasing severe weather events have had a significant impact on the visual quality of this neighbor as property owners seek to protect their homes from flooding in this environmentally sensitive area by elevating them to comply with FEMA recommendations and standards. FEMA compliance in the subject neighborhood, and in other neighborhoods in FEMA flood zones, has begun to dramatically change the scale and character of neighborhoods, especially where a second story addition is also proposed. The additional mass and volume of these larger dwellings on relatively small lots can cause cast shadows on adjacent properties and disrupt the privacy of neighbors with single story dwellings. Further these adverse impacts are not in compliance with the goals of the Town of Southold Comprehensive Plan which seeks to preserve the unique historic character and scale of diverse neighborhoods throughout the town. Nevertheless,the Board recognizes that visual changes in the subject and other neighborhoods in flood zones will continue to take place over time as FEMA compliance among property owners increases. In addition, the subject amended plan has the approval of the Board of Southold Town Trustees which required the removal of the substantial retaining walls that were previously proposed 2. Town Law 4267-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. As the current house is non-conforming to the code, any work other than maintenance would require variance relief to comply with current zoning requirements and FEMA flood rules, which would then require compliance with SCDHS standards for a new I/A system. The property size would require either front or rear yard variances if any work to the existing structure is proposed. However, both the precedent pyramid law set by the ZBA in the Walz decision (ZBA#5039 dated 1/24/2002) and the sky plane rule included in the"big house legislation"approved by the Town Board on October 18,2022,recognize that the adverse impacts of big houses on small lots require larger setbacks, especially for second stories. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial. a) The proposed front yard setback of 31.5 ft represents a 9 % relief from the code. b) The proposed side yard setback of 6 ft represents a 40 %relief from the code. However,raising the house to current FEMA standards would mitigate future flood damage to the property. The installation of a new Innovative Advanced (I/A) sanitary system on the landward side of the dwelling (front yard) would mitigate the leaching of nitrogen to both Marion Lake, and the Peconic Bay. 4. Town Law 4267-b(3)(b)(4). Some 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 the conditions imposed by this Board. Further,the applicant must comply with current FEMA regulations to raise the house. Due to the fact that the footprint is not changing, and the inclusion of a new (I/A) Innovative Advanced sanitary system, there will be only minor changes to current drainage patterns. The applicant will retain all runoff water on the subject parcel as per Town Code Chapter 236, Stormwater Management. 5. Town Law V67-b(3)(b)(5). The difficulty has been self-created. Although the applicant and his family have lived in and owned property in the neighborhood for many years, the applicant is proposing to substantially convert a single-story seasonal cottage into a two-story year-round dwelling with a design that requires setback variance relief when constructing a single-story smaller FEMA compliant year-round dwelling or a second story addition with conforming setbacks could have been proposed. 6.Town Law§267-b. The relief granted herein is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of converting a seasonal cottage into a single-family dwelling in full compliance with FEMA and Suffolk County Department of Health Services standards and approval by the Board of Southold Town Trustees, Page 4,July 25,2024 #7923, Mandaro SCTM No. 31-17-4 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 Lehnert, seconded by Member Dantes, and duly carried, to GRANT,the variances as applied for, and shown on the AMENDED Site Plan and Architectural Plans, Sheets SD- 1 thru SD-4,prepared by Anthony Portillo, Architect, of AMP Architecture, last revised July 9,2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The residence shall have a finished floor elevation no higher than 10 feet above baseline elevation(+0. 0 ft) in minimum compliance with FEMA regulation. 2. The applicant shall install a new Suffolk County Department of Health Services approved(I/A) Innovative Advanced Septic System. 3. The applicant shall install and continuously maintain a 30-foot-wide non-turf buffer landward of the delineated edge of wetlands. 4. The proposed improvements shall be in compliance with the Southold Town Board of Trustee's Permit #10492 This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appealsfailure 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 design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) 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,site plan 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 nonconformides 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 to exceed three(3) consecutive one(1) Page 5,July 25,2024 47923, Mandaro SCTM No.31-17-4 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), Dantes, Planamento,Acampora and Lehnert. (5-0) i Leslie Kanes Weisman, Chairperson Approved for filing 7/ -.) /2024 51TE PLAN HATCH KEY: � PROJECT / ZONINO DATA PROPOSED BUILDING ADDITION SITE LAYOUT NOTES: - P� I. THIS 15 AN ARCHITECT'S SITE PLAN $ IS 1000-31-17-04 PROPOSED ACCESSORY STRUCTURE \-MARION LAKE J� SUBJECT TO VERIFICATION BY A LICENSED TAX MAP # 1 / SURVEYOR. THE INFORMATION ZONING DISTRICT R-40 NON-CONFORMING � REPRESENTED ON THIS SITE PLAN IS TO THE PROPOSED 2ND STORY / ARCHITECT'S BEST OF KNOWLEDGE. LOT AREA 0.1 ACRES 2. SURVEY INFORMATION WA5 OBTAINED co FROM A SURVEY DATED SEPTEMBER 24, GofO - STORM DAMAGE REPAIR cy) N 2021 AND PREPARED BY: TO DWELL NG G SEASONAL #371g3; OGTOBER 2014 Lo PROPOSED 10' WIDE /�\� 9�� �� NATHAN TAFT GORWIN III GofO - ACCESSORY BUILDING - } coo N.Y. STATE LAND SURVEYOR (METAL SHED) #Z52cf6; JULY 1a73 2 m Z o VEGETATIVE BUFFERg\�\ �Z� EDGE OF WETLANDS AS LIG. #05046"1 0 Y E5 DELINEATED BY 5HAWN M. BARRONCO o M.S. SEPTEMBER 21, 2021 1586 MAIN ROAD VARIANCE APPROVAL PENDING x c� JAMESPORT N.Y. I1a47 p o + PHONE: (631) 727-20g0 FEMA FLOOD ZONE oN m '4� �'o o �_ ^" � AE (EL. 6) EXIST. SEPTIC SYSTEM gI a O TO BE ABANDONED PER �p °� :�� §/ng's> �AD� HAY BALES SILT WETLANDS DISTRICT APPROVED NOVEMBER 2023 5GDHS STANDARDS �AO� � a0 ; FENCING DURING I-4738-04874/00001; �- -- --, :, CONSTRUCTION NYS DEG APPROVAL 10/27/22 tu SUFFOLK COUNTY HD APPROVAL PENDING 3 z0 I ,.,,... I = I PROPOSED 5TORMWATER BEDROOMS -E-J 70 Z r NT T-'T T T; T) CHAMBERS _ LOT GOVERAOE U �I X { MIN. EXISTING BRICK PATIO ® \ 3b LOT •-I� /f \ 1 ,6 full I I i fuI ( V DESCRIPTION (FOOTPRINT) AREA •- 3 I GRADE TO BE RMEOVED COVERAGE EXISTING SHED TO REMAIN � } .. - _ ` -} 9.3 (10 I i ! I PROPOSED REAR ENTRY TOTAL LOT AREA 6,000.0 S.F. U STAIR I; z m TOTAL LOT AREA LANDWARD OF 5 600.0 S.F. 35 REAR YARD SETBACK I I # __O I.1.3,.; WETLANDS •- 1 EXISTING FIRST FLOOR Q (� mill I I I (✓ EXISTING DWELLING &00.0 S.F. 14.5% EXISTING METAL SHED 103.0 S.F. 1.5% III I I I I � � PIER LINE; AREA OF BUILDING EXTENDED PROPOSED DWELLING ADDITION 116.0 S.F. 2.1% BEYOND PIER LINE IS 10' SIDE YARD SETBACK I -- i , - EXISTING LOCATION PROPOSED COVERED PORCH 8 STAIRWAY 58.0 S.F. 1.0% / PROP05ED OUTDOOR TOTAL AREA OF ALL STRUCTURES 1,07-, SHOWER OPEN TO ABOVE S.F. 1q.2y 25.5' I PIER LINE \PROF PROPOSED SECOND "MAXIMUM LOT COVERAGE ALLOWED - 20Y STORY ADDITION OVER EXISTING FIRST FLOOR Q \/ RECU I RED SETBACKS - DWELL I NO uI _ _ 15' 51DE YARD SETBACK - -- o EXIST. REQUIRED EXIST. PROPOSED COMPLIES / \ PROPOSED MECHANICAL AREA OF RAISED / \ PLATFORM o GRADE FOR ❑ FRONT YARD 55.0' 15.2' 15.2' NO W PROPOSED SEPTIC o SYSTEM; APPROX. FRONT YARD - 35 , - o II O 813 S.F. PROP. EXISTING PROPOSED WORK 31.5 NO o FIRST FLOOR 1 t PERMEABLE c�V 51ME YARD 10.0' 6.0' 6.0' NO m W GRAVEL II PARKING I SIDE YARD - L o (t 432 S.F.) PROPOSED WORK 10.0 - 6.0' NO a W W II II � a BOTH SIDE YARDS 25.0' 51.3' 51.5' YES d a REAR YARD loe 0 o. . . o PROPOSED 2 STORY a EXISTING NON-CONFORMING; PROPOSED WORK DOES NOT EXTEND PAST EXISTING ADDITION W/ I / �� NON-CONFORMING SETBACK. EXISTING HOUSE TO BE LIFTED PER FEMA CODE' o ,) 10 \/ COVERED DECK w " Z /\ ENTRY STAIRS; O� O O N N I Z �- / \ ADDITION TO BE 1 n X ( ? N EXIST. LP TANK IL \ CANTILEVERED 1 w �I SOUTHOLD TOWN CODE 280-207 (A)(1) (NE I GHBOR5) L _ LOT SIZE 6,000 S.F. ALLOWABLE c GFA w N o (A) LOTS CONTAINING UP TO 10,000 S.F. 2,100 S.F. O o PROPOSED GFA = 1,358.6 S.F. - EXIST. WATER_ EXIST. WATER 1 VALVE METER 1 PROJECT: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - DRAINA5E5Y5TEMCALCULATIONS: EXIST. OVERHEAD AREA OF IMPERVIOUS ROOF COVERAGE = 1,046 S.F EXIST. WATER ELEGTRIG WIRES 1,046 S.F.x 2"RAINFALL EVENT = 1'74.5 G.F.5TORAGE REOX> MAN DARO METER EXIST. SPLIT RAIL FENCE CONTACTOR C-4HD STORMWATER CHAMBER5 PROVIDE 2q.gg G.F.NNIT STORAGE RESIDENCE (6)CONTACTOR G-4HD UNITS PROPOSED: llcT q4 G.F.5TORAGE PROVIDED DRAINAGE SYSTEM INSTALLATION NOTES: 2135 BAY AVENUE EDGE OF PAVEMENT EXIST. • A MINIMUM OF 10'SEPARATION 15 REQUIRED BETWEEN 5TORMWATER EAST MARION, N.Y. AVG. CHAMBERS 4 WATER SERVICE LINE,UNDERGROUND UTILITY LINE5,SEPTIC GRADE COMPONENTS,LEACHING FIELDS,SEWER COMPONENTS,AND THE EDGE OF ALL FOUNDATION WALLS B A Y A V E N U E EL=2 8' . A MINIMUM OF 5'SEPARATION 15 REGUIRED BETWEEN 5TORMWATER DRAWING TITLE: CHAMBERS 4 PROPERTY LINES (PUBLIC WATER IN STREET) _ STORMWATER CHAMBERS SHALL BE INSTALLED 6"MINIMUM ABOVE THE PROPOSED SITE PLAN tr` GONIGT ALL CLEADERS TO NEATED ePOUNDHATER REST ELEVATION. CHAMBER. j PROJECT DATA N EDGE OF PAVEMENT SM PLAN NOTES: 0.0 SM 'I, N PAGE: I. PROPOSED FOUNDATION LEVEL TO REMAIN �.�l �.� A L M A P AS STORAGE ONLY 4.1' em/ Q C®�/� 4.6' SM WATER IN LOAMY �� J 1 2. A TRUSTEES INSPECTION SHALL BE ,� 5AND WITH GRAVEL � ��� REVIEWED BY Z BA COMPLETED PRIOR TO THE INSTALLATION i pT OF THE STORM WATER CHAMBERS WATER IN 1306 � D E C I S I0 N# 3. ACCESS FOR ALL WORK AT PROPERTY �� i =DATE.07/09, 10F 4 SHALL BE CONTAINED TO PROPERTY �� DATED: a LIMITS ONLY �� i '\ TED WATER IN MIXED E17OE OF WETLANI�5 A5 LOOA BY hIATHAN ,s� SAND WITH GRAVEL --------------------------- //-� I,I �I L.S. ON JUNE 6. 2012 517E PLAN �� e� COMMENTS: GROUNDWATER ENCOUNTERED 4.1' BELOW �:• .� ? rR` GRADE �; ('Y ;"• SCALE: I" = 10'-O" REAR SETBACK REAR SETBACK V Q to U �p Q PROPOSED STAIRWAY Ll u j FOOTINGS (TYPJ w N N w O 0 co ( PROPOSED BALCONY IN LINE WM w --� 'C m u EXISTING FIRST FLOOR WALLS w I IT F-IT F-IT -� ttn NEW - Q Q Lo lltlllIIII I ro ! O 8'-0' 20.-6' Fr I - 0 E • PROP. _ __ _ _ _ (D w _ - rt rn Z p PROPOSED I r-------� �------� I _ Q O 3-6 PORTION OF I I I I BATH. N O ALGONY - - co O I I I I I --'�- I ST. � ab S.F. x � `- ADDITION TO BE I I LINE - EXIST. O N CANTILEVERED I I I 11 PI -` 0 MUDROOM -p" I __- 1'-O" -- 0 m cm C5 N I I I -4 EX15 ---_ _ 3,-O„ _� a O rio PROP. � � � ,I PROP. I I I I I I 1j PROP. OPEN = KITCHEN ® OWEROUTDOOR i r I II FOUNDATION; IS" GONG. N I I I I I PIERS W BREAKAWAY 1 PROP. DEN ® ;PRO BEDROOM _ (3) I I I I I I I II WALLS I i' - BATH'. 139 S.F. I NEW .� = "a S.F. I❑I 1❑I70 1 ❑ Id _ 1 UP i I NEW I I I I I I II U m DN. U I I I I z EXIST. - n I I I I II DICING i28i O (D •� ROOM MM 11II I •�--� W FRONT SETBACK - y •— FRONT SETBACK 1I ._I_ m NEW EXIST. T IL I LJ' - _ DN. BEDROOM EXIST. 2"XS" F.J. - � L 1 11 1 I I� 8'-O" TOIREMAIN El = 28'-6" P. FRONT I I I COVERED EXIST. 2"XS" G.J. .p Q •(n PORCH i I II L I I J r- XIST. ® I6" O.G. uEW � I I I ❑I Q GCS A I TO REMAIN DN. I L rJ I I I I I p I EXIST. I T11-�LINE OF FIRST FLOOR II I I I PLAN NOTE: LIVING I EXTERIOR WALL5 EXISTIN6 EXTERIOR SHEATHING TO EXIST. ROOM I I I REMAIN BEDROOM I I II I 11 - EXISTIN6 FIRST FLOOR CEILING 4 PROP. WOOD I I L------i L-------� FLOOR JOISTS TO REMAIN MECH. I I I� El �I - EXISTING ROOF STRUCTURE TO REMAIN PLATFORM I I --__--__--__-==-- J ASIDE FROM AREA OF PROPOSED SECOND - L--------- -J FLOOR ADDITION EXISTING FIR5T FLOOR WILL NOT BE r SUBSTANTIALLY IMPROVED m 0 FROFOSEI�) FOUN17AT I ON PLAN PROPOSED FIRST FLOOR fi ROPOSED SEGONC) FLOOR 0 SCALE: 1/8" = 1'-0" SCALE: 1/&" = I'-O" SCALE: I/8" = 1'-0" W N a 0 z o a UUi w m W 7 d z 0 z F F w U � J 4. a � m ¢ N = � U J Y O Q F m z U1 w t7 a z p o U 2 N a v N N MODIFIED c ,yj N O (5) BEDROOM o 0 0 DWELLING PROP. F.F. EL.=10.0' 24"(P LOCKING ACCESS COVERS W ADD FILL TO INCREASE GRADE EL. TO 5.2 AT P5D. RISER;PROVIDE SECONDARY SAFETY 2"0 HEADER 4 TEEWELBOW5, GRADE TO REMAIN LEVEL FOR 5'-0" IN ALL PROJECT: COVERS BENEATH PRIMARY COVER FOLLOWED BY REDUCERS AS REa.'D DIRECTIONS FROM PSD. 3 MAX. SLOPE ALLOWED (TYP.;ALL RISERS) TO MATCH PSD LATERAL PIPE SIZING MANDARO OUTSIDE OF THI5 PERIMETER. SEE AL50 51 FOR PROP. GRADING CONTOURS. lv f ICI A P _ RESIDENCE •. PROVIDE POLYLOK P-68 OR ZABEL INV. EL.=0.8' 2"m SDR 35 PVG OR Ea. ' A1500 EFFLUENT FILTER (OR OTHER DISTRIBUTION PIPE;MIN. PITCH ":I' APPROVED MODEL W LABEL\MIMN4) SDR 55 5LOPIN6 BACK TOWARDS I/A OWT5 REVIEWED BY ZBA INDICATING COMPLIANCE W N5FC OR Ea. q (`j 2135 BAY AVENUE STANDARD 46 OR EQUIVALENT) ITCH ":I' DECISION� � EAST MARION, N.Y. I'-o" MIN. INV. 8 6" MIN. PROP. GRADE EL. a PSD=5. _ 7 S 2'-6" MAX. L.=O.a' COVER ADD FILL (APPROX 5") AS REa. a ►'-o° MIN. BOTTOM OF P5D 2'-0" MIN. ABOVE G.W. DRAWING TITLE: EXIST. GRADE EL.=2.8' Z-6" MAX. - -0. 0 10 6 EXISTING FLOOR PLAN . 1 " FI PROVIDE PVC VALVE BOX HOUSING 90° PROPOSED FLOOR PLANS A4AFTTIL. I IL14 O Z (OR BAVAVE�W4w THREADED D15TAL END o�EACH CAP PROP.SEPTIC SYS.SECTION MIN. 4",P 5DR 55 PVC OR Ea. - �O RE - - HIGHEST EXPECTED cV LATERAL FOR MAINTENANCE 4 INSPECTION MIN. PITCH ":I' -4 GROUND WATER EL.=0.O' — — — — — — — I>, INV. 0 w --- - - 2 - — — — — PAGE: NEPq GONNEGT�IOCONNECTION; N EL.=1.1 i 3 INFILTRATOR aUIGK4 PLUS SLP (MIN.) INV. EL. 1.5' m Q _ CHAMBERS, AS PER DETAIL C D-2 I J PROVIDE CAST IRON PIPE EXTENDING 2'-0" MIN. FROM -- BUILDING P. GONG. ! - -T'(Kx24'(L)x2.5'(H) POURED CONCRETE PAD (4,000 P51 MIN) w/(2) ROWS DATE:07/09/24 2 OF 4 FOUNDATION WALLS Y. - ' (TOP 4 BOTTOM) OF #5 REBAR® Q" O.G. (BOTH DIRECTIONS);ANCHOR TANKS TO PAD w/NYLON STRAPS PER MANU. 5PEG.S. KNYLON STRAPS SHALL BE EITHER INFILTRATOR TANK BUOYANCY CONTROL STRAP ASSEMBLY STRAP SYSTEMS MEETIN IT),OR OTHER COMMERCIALLY AVAILABLE NO MANU. SPEG.'5 AS LL15TED IN INFILTRATOR "IM- 4 3-2 3-0/2 3'-2" GM-SERIES TANK BUOYANCY CONTROL GUIDANCE" BULLETIN. f 9 FROFOSEI7 SEFT10 SYSTEM 17ETAIL 0 i SCALE: NTS ,` cc c) +' N ElLr) I co - - X I .. O m 4' oil _ 41 Lr) cu o � acc o PROP. ENTRY STAIRS (WOOD) I ! W `I 'I' 1 I l `PROPERTY LINE EDGE OF WETLANDS _CANTILEVERED f+,, AS DELINEATED BY — ADDITION - U '� — SHANN M. BARRON,M.S. � SEPTEMBER 21, 2021 EXIST. AV M AVERAGE GRADE .�� W (STREET LEVEL) •— _— I —I I —III—I I I— 1 I—III—III—III—III—III—III—III—I l i-1 I I-1 I I III—III—III—I i t—i I I—III— I I I I _ I—I��— _ I I—I I I_I 111 �111 1111 III III 1111 III _III III III I I I_I I I_I I I—I�I—III—III—�I I—III III III III III—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 I I I I I I I I I I I I I �I I I I�I i l l I I I�I I I�I I I_I I I_I I I—III—III—I I I�I I I�I I I�I I I_I 111�1111 1 1 1,1 ELEV. t2.8I 60 O EXISTING PROPOSED OPEN ELEV. +O.O' FOUNDATION Pq/ NORTH EL E\/ATI ON (L EFT SI1 E) EARTH BREAKAWAY WALLS SCALE: 1/8" = 1'-0" Q A PR�OP. RIDGE HEIGHT (FROM EXIST. AVG. GRADE) 'ELEV. +55.8' ----- -- — GO 1 U- 111 l Q F PROP. BALCONY PROPOSED FINISHEfJ E GO ND R I 5 _ �00 Z ILE 1 it Q ll v, w _ I J - PROP. MECHANICAL Ir PROPOSED FINISHE , I 1 PLATFORM (WOOD) o Q FINISHED FLOOR � a � ELEV. +10.0' < a Il STAIRS PROP. a a PROP. OUTDOOR r a o SHOVER (OPEN TO - HillIII FEMA DESIGN FLOOD ELEV. W' _ N0 LEVEL ATURAL OF a a ABOVE) ELEV. +&.0' �— ! GRADE ^' U FE_MA_BAS_E FL_00_D ELEV. -- Y LEV. +60 — SOUTH = m PROPERTY = U) LINE � a z EXIST. AVERAGE GRADE o N , _—_— —_—_— — — — — — — — — — ELEV. +2.8 r - U -III I I i_III_i I—III_I I—I —I I—I I—III—III—III—III—III—III—I I—III—III—III—III—I I—III—I I—III—III—III—III—III—I —III—I II I—I 1-1 1-III—III—III—III—I I —I 1 I I 1=1 1=1 I I-1 1-III—III—III—I 11=1 1=1 11=1 11=1 I I— —___— - - _— - - -1 I I-1 I -1 I=111=1 I -1 11=1 11=1 11=1 11=1 1=1 11=1 I I=1 1=1 11=1 1=1 11=1 1=1 11=1 1=1 11=1 1=I 1=1 I I=111=1 11-1 1=1 11-1 11=1_I I-I 1- _ _ _ _ _ _ _ III III III-1 1—I I-1 I I I-1 I -1 I— _ — _ — - - III=(I�_�I�_�I I=1 I I=1 I I- III-1 I I=1 I I=1 I I—I I_I=1 I I=111=1 I I=�I�_�I I=1 I I=1 I I=1 I I=1�I-1�1=1�1=1�1=1�1=1 11=1�1=I�1=1�_��I=1�1=1 1 a PROPERTY PROPERTY ELEV. +O.O' EXISTING LINE LINE NORTH PROPERTY EARTH EXIST. o L. 0 0 EAST � ��I�TION (REAR) NEST ELEVATION (FRONT) � SCALE: 1/&" = I'—O" SCALE: 1/8" = 1'-0" PROJECT: MANDARO RESIDENCE INAL MAP VIE 1t itED Y ZBA 2135 BAY AVENUE EAST MARION, N.Y. PROP. BALCONY DCCISION# : .._._:... GATED : _ DRAWING TITLE: _ _... ..:.' .va..... .. - .::. .;._...:..:::... - ' III PROPOSED EXT.ELEVATIONS NEST ;! PROPERTY LINE 1 11 PRCP. ENTRY PROP. _O 1 STAIRS (HOOD) PAGE: L I MECHANICAL _ PLATFORM (HOOD) PROP. OUTDOOR ! SHOWER(OPEN TO I A _E- ___ _ ABOVE) DATE:07/09/24 3 OF 4 I'ELEV. +&.0' ——— —--- — ——— EDGE OF WETLANDS �AS DELINEATED BY SHAM M. BARRON,M.S. SEPTEMBER 21, 2021 A EAST °;. 1—_ I.— —_ —_ PROPERTY LINE •e ,'^ t ,. �`.�;- ..., • ,-;,"� I =1 I I=III=1 I =11 —III III—III—III_III—III—LLI III_III_III=1 I =1 I =1 I I=III=111=III=III= =1 I =111=1 I I=1 I=III=111=III=11 I—III=1 I=1 I I=III=1 I =1 i l=III=1 I I=III=1 I=1 1= = E'� PROPOSED OPEN tt FOUNDATION W 1= f BREAKAWAY WALLS SOUTH EL_E\/ATION RIOHT 5I1: )E) SCALE: 1/&" = 1'-0" _ DEMOLITION NOTE: EXISTING FOUNDATION LOCUST POSTS TO BE REMOVED;HOUSE TO BE LIFTED;REAR PORTION OF EXISTING ROOF TO BE REMOVED EXIST. OUTDOOR co 5HOWER SEXIST. RIDGE HEIGHT � N EXIST. ELEV. +15& u7 DN. 1:or c-�m TO POQ�Toro A� N (9 Al JL c O z O EXIST.! EXIST. IST. co Y B MUDROO�i — k==�'-=__s__�I x c� AFEMA DESIGN FLOOD ELEV. �9=�� I - l o o +� - - ELEV. +10.'1' (DFE) i - 'a! 0 0° 4 ,n I F�-1-i1 N O 2H EX15T. EX15T. e6FEMA BASE FL. ELV. I I rr r1`I Gam-. KITCHEN ELEV. +6.0' (BFE) ,r6E_XI5T. FIN15HED FIRST FLOOR ! L IL�I iI u �® 'ELEV. +4.&' --'-- ILI dIllEXIST. AVERAISE GRADE L EXIST, 'V BEDROOM ELEV. +2.8' �BASEF�NE ,�-J -0 ELEV. +0.0' U EXIST. 2"XS" F.J. m SOUTH ELEVATION (FRONT) W m OPEN GONG. F I ER FOUN�ATI ON DETAIL ® I R O.G.TO REMAIN � SCALE: I/8" = I'-O" EXIST. SCALE: 5/4" = 1'-0" DEN (, c EXIST. 2'XS" G.J. ® Ib"O.G. PIER $ TIE BEAM SCHEDULE X15 . TO REMAIN �(n G a ITEM NUMBER DESCRIPTION PIER TYPE EXIST. e� IL VING A PIER SIZE L I8"x18" EXIST. STUDY ROOM B PIER REBAR (a) #6 VERT. REBAR G TIE BEAM 51ZE 24"x18" DEEP � exlsnae pole.lul Uiow D TIE BEAM REBAR (4) #5 HORZ. REBAR _. ....--- PROVIDE STRAPPING d NAILING EXIST. Il Q _ ----- I SIMILAR TO CONNECTION 02 DN. m IN 4F1 TYPICAL NAILING/STRAPPING l -I Fn QUIREMENTS FOR UPLIFT, SHEAR, d Lill - �1 "�ZITI o1 11.71F IYnINAtle%nIIAI IX�'h Q I tlI XAIIX II%XII II III X >Y z LATERAL WIND RESISTANCE" ON PAGE �I IYI tlAnfl llp YA X%I llq 11 F G-003 ® EA. STUD - STRAP TO WRAP 0 0 N x AROUND BEAM ------ ILO EXIST. F.J., U.O.N. (SEE U1 W X 1 STI NO F 1 fi�ST FLOOR z SECTION NOTES O INSUL)j . 11 oIL NEST ELEVATION (LEFT SIDE) ry 0 —EXIST. RIM JOIST, U.O.N. I I I I SCALE: I/8" = 1'-0" o d 4 z I, I �2 SCALE: 1/&" = I'-O" _ LL tft o m z Oy J BEAM AS PER PLAN OdW Q D. GALV. CARRIAGE o U Q O m 'e Q m BOLTS w/ END NUT AND (2) 1 I I I -n m d j p OVERSIZED WASHERS - COUNTER a QO �X Oo 11 1 a s H IA u1 SINK HEADS IN BM AS REQ D - N = SEE PLAN DETAILS (TO RIGHT) o Y FOR QUANTITIES EXTEND PLYWD d SIDING 3" LOWER ;11 II• N 11 TYP. UNDERSIDE ASSEMBLY: jj II " °ajj Z N In THAN T.O. PIER _ _° 11' II SEE TYPICAL UNDERSIDE DETAIL II II Z FIRE RATED GALV. STL. ANGLE - SEE _U___ _•_ YII c, ^� SEALANT II ^�'-�I ---II. PLAN DETAILS (TO RIGHT) Ip / 5/4" NON SHRINK IL___ _ FOR SIZING d� ~ _ GROUT AS READ `.II- - �j° •° II II Ib"Ab"A/2" THK GALV. �I II II Fy� Im�ar9�/ (5) #5 STIRRUPS N IP II• STL. BASE PL. - SEE II ° II a -------------------------------- -. a M o 91 ______ _ __________ ______________s_====_____� o ® 4" O.G. ® TOP ° g-11 PLAN DETAILS (TO RIGHT) II �� _ IP d--a-"il Ij, FOR BOLTING Z• a L IPId #3 STIRRUPS ° it y II II 'I IP llJJ ® 8 O.G. P. GONG. PIER - SEE SCHEDULE TOP STIRRUP �� PROJECT: ABOVE FOR-,-,, IIIIII' IIII IIII SHALL #4 REBAR SIZING - ITEM A °IIIIII' 11� IIIIkI 1 MANDARO ° 'SIMPSON STHD14RJ HERE INDICATED ON RESIDENCE II I ° fl VERT. REBAR - SEE PLAN (HOEDOWN 'D') aIn II iI�Ir° 1II1II " �InII-- -a-jIIIpLI -.:-a.- SCHEDULE ABOVE-- FOR SIZING - ITEM B GRAVEL BASE NORTH ELEVATION (R ) ° - 2135 BAY AVENUE . I Il iJ -- -- (4) #5 BENT REBAR ® SCALE: I/8" 1'-OI EAST MARION, N.Y.PITCH GRADE Il' II II A. PIER TO PILE GAP II II ° II II 11°° II CONNECTION II° II II n11 1r I rl� II. nII _ (A L f'I A I- =�"a` DRAWING TITLE: P. GONG. SUBGRADE TIE �11 " II II 11 II 11 ° / .II II. dl II II PROPOSED EXT. ELEVATIONS STIRRUPS 11 II I II 11 BEAMS - SEE SCHEDULE _tp� mZ •J4utI+II1I 1III1-:°-e.7fiJIl1rlI --,-'II1jI t1IIl tIulI.-" ABO - �� .IjuIjlI At11ljjIl aa,-•-�jIrIl ;a--I1jlI1 ' ® BOT OVE FOR SIZING - ITEM G L--1tI® 4" O.G AHORZ. REBAR - j ° III QECI S I O Nµ SEE SCHEDULE 0 VE FOR SIZING �� ED: L PAGE: ITEM D .�. II °it• b° II - II4°% -------- ----- I �_-°-=r = BOT. REBAR SHALL CLEAR -y�== �_ E_�==d __ta=e_' ----- a. q TOP OF PILE BY MIN. 1-1/2" - • 1 • . 1 _._ _.. °FIB' ° =_�__ --- _ __�� — —__— 4 `_—___=====t---= oaernP"t• aeaooto �1•XPiTN6lIm ° Poor DATE:07/09/24 4 OF 4 ° a . #5 STIRRUPS ® 12" O.G. (® ALL 1 I ;,s TIE BEAMS) _ G3'� 1- r r JI I ''X '<r .✓ 0.Q b" I Lml xb"xl/2" THK. GAP PLATE; w/ 1^T•,'"" �; A`' . r� ,'IIXIINI%ANANI _ �. A P^•.,� S f�/ IlYilll tlNNY%I ccl U 5/4" H.D. GALV. THRU BOLTS '� II AY�AII 4YII AIL lAI aYAq¢s A.uIIII II II I =Lr,-�-op T oQ W (BOLT SPEC. AS PER MANU) - J" II Y" NEW STL. HELICAL PILE - SEE :. ,":, PLAN AND NOTES. EAST ELEVATION (R 1 0HT S I�F-) ` INSTALL AS PER MANU. SPEC.'S SCALE: I/8" in 1'-O" -- SURVEY OF PROPERTY SITUATE EAST MARION P° r��sy' OF SUFFOOLK NCOUNTY,UTHOLD NEW YORK v �L# S.C. TAX No. 1000-31-17-04 p• �FJ ��� SCALE 1"=10' JANUARY 14, 2013 p01 SEPTEMBER 24, 2021 UPDATE SURVEY FEBRUARY 14, 2022 VERIFY HIGH WATER LINE AREA = 6,000 sq. fi. 0.138 cc. jp �VN •• NWAPS; g < a� \��o\ m 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM +� \ _ EXISTING ELEVATIONS ARE SHOWN THUS:m xu +}� SIP x �6�y an - CARAm nim S4 3C V 6 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL 6) N+tf FLOOD INSURANCE RATE MAP No. 36103CO177H ♦ o 4� `'� \ \ "Ao 61 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED \� iNU 0 ev A� of xAO \ a / x� TEST HOLE DATA 5y sz x� zl �' 'i 0` \ } (7kSf HOLE DUG BY 5!i!WN A:- 9.=o°Ou A15. ON SEPf0118FR 21, 2027) d V'- sS n.iY Ir xy x2j 2 °� S.IDI tar PC x - x x. , IOtE � tar.SAND WM 9PAVo.00 � �23 x2J *!C a 'r-t '. •.t• N xZ umTn N tor"wo 1mt mmi cM 4m x 4; va f rarw r wo WO a p0, �•, �, L. i `. fill ,T- -•\ � 7J is �o*y � •• 10 ♦ �a l r ( ( um sosm um SRO t owm(up) '.\ x RECEIVED e.� x •, 15�°9 MAR 2 0 2024 lz ZONING BOARD OF APPEALS Opal+ �,00 A1ti i y x S 5 ,P1 d-' •, \ iOlU ALaOCLM W THE NEV 7DRN SATE IAND 9f •6 -- } 3 i I 4.. 50457 4."\\ �jx • thPINNOMM AL@M10N OR FDOnM STATE SECTM M OF'E�""�` em Nathan Taft Corwin III THE LA OF TNS WS I M NOT lFR EN ` _ °"�SEAL aP Land Surveyor TO ZE A SEAL WE C NOT".9E CONSUFAFD 70�A YAID lmi DOPL ^ CER1YY.t710f6 NOIG7FD NOiEVN 574LL iNN �//� arLr 10 11E PD1soN itNi 1111011 tM SITE er _ IS Ft&%=,AID ON 16 1)a{tr 1D 1NE $ve®Sor To:Slmdey J.hOloen,Jr.LS. THE COWANY.6QIOIMrO(TAL AOENCY AND Josap A.Ingetyw LS LDOMO wanTuION L61FD NEid17K AID Ntq CEIMnCKnQNS ARE NNCT 7Px6 xAg.[ TVe Summe—Suldi&cn3 — S,Te Pkns — CWntucron Le7v+t PHONE(631)727-2090 Fax (631)727-1727 THE MSnXCE OF NIGHTS OF NAY OFFICES LOCARD AT M4I11N0 AODIMS Alit/IIOF SH01MN AREOF RECORD,IARANTEED, 1586 Mai B.n Rood PA B 16 Jommwd,New York 11947 Ja—pon,Ne-Yat 11947 o r� COUNTY OF SUFFOLK Received APR 09 2024 Zoning Board of Appeals EDWARD P.ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER April 9, 2024 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: 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 George Dangasiol #7922 Steve Mandaro J,i,, gAW.Aa— Grandview Drive Realty LLC.., .,.-) #7924 Emily Geiger& Sylvia Molloy #7925SE Evan Giniger A� #7926 North Road Hotel, LLC/Hotel Moraine #7927SE Very"truly yours,, By Christine DeSalvo Theodore R. Klein, Principal Planner TRK/cd Division of Planning& Environment H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2nd FI ■P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 KAM OFFICE LOCATION: a ^> MAILING ADDRESS: � Town Hall Annex OF sio P.O.Box 1179 �(q( l,� 54375 State Route 25 O�� y�l Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) O �- Southold, NY Telephone: 631 765-1938 (�1 www.southoldtownny.gov IN7_1 PLANNING OAR I BOARD OFFICE ���TOWN OF SOUTHOLD Received JUL 0 8 2024 To: Leslie Weisman, Chair Zoning Board of Appeals Members of the Zoning Board of Appeals From: Mark-Terry,;AICP Assistant.Town Planning Director LWRP-Coordinator Date July 5, 2024 Re: LWRP Coastal Consistency Review for STEVE AND FURTUNE MANDARO #7923 SCTM No. 1000-31-17-4. STEVE AND FURTUNE MANDARO #7923 -,Request for Variances from Article XXIII, Section 280- 124, and the Building Inspector's March 4, 2024 Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single family dwelling; 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum side yard setback of 10 feet; located at: 2135 Bay Avenue, (Adj. to Marion Lake) East Marion. SCTM No. 1000-31=17-4. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP)Policy Standards.. Based upon the information provided on the LWRP Consistency Assessment Form submitted to"this department, as well as the records available to me,the proposed action is INCONSISTENT with Policy Standard 4 and, therefore, is INCONSISTENT with the LWRP. This determination is based on the following: 4.1 Minimize losses of human life and structures from flooding and erosion hazards. 1. Move existing development and structures as far•away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for: a. structures that functionally require a location on the coast or in coastal waters. The I/A Sanitary System, improved stormwater controls, and the 10' wide vegetated buffer and 30' wide non-turf buffer are significant improvements to mitigate build-out in this sensitive area. The setback relief requested indicates that the lot is being overdeveloped in an environmentally sensitive coastal area. `. The structure is located within FEMA flood zone AE El 6. The structures within these areas are subject to repetitive loss from flooding and should be avoided and/or minimized. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance, Town Attorney � o TOWN OF SOUTHOLD 7 BUILDING DSOUTHOEPAR N y ENT olr1VG$'Of® �4 NPp NOTICE OF DISAPPROVAL DATE: March 4, 2024 AMENDED: July 9,2024 TO: AMP Architecture (Mandaro) l PO Box 152 Mattituck,NY 11952 Please take notice that your application dated March 1, 2024: For permit: to raise and construct additions/alterations to an existing single-family dwellip at: Location of property: 2135 Bay Ave, East Marion,NY County Tax Map No. 1000—Section 31 Block 17 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 6,000 sq. ft. lot 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 and a minimum side yard setback of 10 feet. The proposed construction will have a front yard setback of 31.5 feet and a minimum side yard setback of 6 feet. Note: The original proposal had been approved under ZBA file #7711, however, Southold Town Trustees approved project with modifications which will require new relief. Authorized Sign ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. ,i r' TOWN OF SOUTHOLD BUILDING DEPARTMENT 4fA SOUTHOLD,N.Y. R ZO?4 NOTICE OF DISAPPROVAL ®1qp� DATE: March 4,2024 TO: AMP Architecture(Mandaro) PO BOX 152 Mattituck,NY 11952 Please take notice that your application dated March 1, 2024: For permit:to demolish(as per Town Code definition)and reconstruct.a single-family dwellim.at: Location of property:-2135.Bay°.Ave;.East Mariom NY County Tax Map No. 1000—Section 31 Block 17 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this iionconf6nninp�6,000 sq. ft. lot in the R-40 District,is not permitted pursuant to Article=11 Section 286-124,which states lots measuring less than 20,00.0,square.feet•in total size require a front yard setback of 35:feet and a minimum side yard setback of 10 feet. The proposed construction will have a front vard setback of 31.5 feet and a minimum side yard setback of'.6 feet.. �:1.Vate: T,Mhe origznal,.:-�opa'Z�hb� 'n a�?p u�a`e�Z&�1��1e#Ty�7.`L;l�;�wevet�•°So`uf�old � o�rv_n��uste�sA t,er_lip„��`ojec-�wtth'modifi'cattons'which=ivtll.reguir n w-relief, 1 i 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. it Fee:S Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.2135 Street Bay Avenue Hamlet East Marion ,'�. o16V SCTM 1000 Section 31 Block 17 Lot(s)04 Lot Size 6,000 SF Zone R40 NC ,gyp 9', I (WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR ®Q' DATED 03/04/24 BASED ON SURVEY/SITE PLAN DATED 03/01/24 Owner(s):Steve and Fortune Mandaro Mailing Address:47 Beverly Road, Hawthrone, NJ 07506 Telephone:201-343-2012 Fax: - Email:stevemandaro@aol.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:AMP Architecture for(X)Owner( )Other: Address: 10200 Main Road, Unit 3A, Mattituck, NY 11952 Telephone:(031 COCY3'1t12 Fax: Email:APORTILLO@amparchitect.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (9 Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 03/01/24 and DENIED AN APPLICATION DATED 03/01/24 FOR: ()o Building Permit ( )Certificate of Occupancy ( ) Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by e numbers.Do not quote the code.) Article: XX III Section: 280 Subsection: 124 Type of Appeal. An Appeal is made for: (x)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal(4 has, ( i has not been made at any time with respect to this property,UNDER Appeal No(s). 7711 Year(s). 2022 (Mandaro) . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: a b 96- ( �� Q�� ZBA File# William Jacobs J�l� ` o #26851 1980 REASONS FOR APPEAL (rcdase be specific, additional sheets may be used wai 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: The proposed work will keep the house in it's existing location with a proposed second floor that will meet the required zoning codes for front yard setback and height restrictions The footprint of the building which has habitable space is not being enlarged and other homes in the neighborhood have second floors. 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: The location of the existing has non-conforming front and side yard setbacks. RECEIVE B-�3 MAR 2 0 2024 3.The amount of relief requested is not substantial because: ZONING BOARD OF APPEALS The proposed front yard setback relief is only for a 1 story covered entry deck and the second story addition has minimal square footage aligning the side wall with the existing non-conforming first floor side yard setback. The second stoary addition also meets the required Pier Line standard as per the Southold Trustees. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The proposed work will lift the home above the required FEMA height, the proposed work will also move the existing conventional septic system out of the Wetlands being replaced by a new IA OWTS placed in the yard further away from the Wetlands. 5.Has the alleged difficulty been self-created? { } Yes,or N No Why: The proposed work is aligning with existing non-conforming yard setbacks. There has also been ZBA approval from a 2022 application which then was denied by the Southold Trustees. The proposed work within this application has Southold Trustees approval from December 2023. Are there any Covenants or Restrictions concerning this land? M 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. Z� Sig ature o [cant or Authorized Agent (A nt mus mit written Authorization from Owner) Sworn to before me this 9-0 day of MQr-Gh 20 2iI Notary Public NOTARY PUDLIC, S'!'AFL: OF NEW YORK Registration +v:, 0'i AL10019544 Qualified it :', "�;t45 County Commission F_xf>ire��onu6-ty9. 2028 RECEIVED MAR 2 0 2Q?4 APPLICANT'S PROJECT DESCRIPTION ZONING B ARD OF APPEALS APPLICANT: AMP Architecture DATE PREPARED: 20 1.For Demolition of Existing Building Areas Please describe areas being removed:fdy-vvon S 0� <oo� +0 192 +r.?JNryOVej r+ro+nk -hoop 40 O-Q- C,9- W-A Existing traditional septic system to be removed II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension:_ 12 ' �C }L{ - lo �lo` X 12.- �tnL( cA2jK- Dimensions of new second floor: K 2d-to e t-k- Dimensions of floor above second level: N/A Height(from finished ground to top of ridge):_ '?j}'- C�1Z Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor:_ "77'-V 12" 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: 1 story wood framed house built upon cinder blocks and wood posts Number of Floors and Changes WITH Alterations: 2 story wood frame house built upon concrete piers IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 800 SF Proposed increase of building coverage: 174 SF Square footage of your lot: -6,000 SF 5,600 SF Landwardof Wetlands Percentage of coverage of your lot by building area: 19.2% V.Purpose of New Construction: 2 story wood frame house. 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): Land is described as flat having less than 1% slope throughout with Wetlands at the Rear Yard. The Rear Yard Wetlands make placing anything at the site difficult Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 RECEIVED QUESTIONNAIRE mot FOR FILING WITH YOUR ZBA APPLICATION MAN 2 U 2024 A. Is the subject premises listed on the real estate market for sale? ZONING BOARD OF APPEALS Yes X No B. Are there any proposals to change or alter land contours? X No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? Yes 2.)Are those areas shown on the survey submitted with this application? Yes 3.) Is the property bulk headed between the wetlands area and the upland building area? No 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction? Yes Please confirm status of your inquiry or application with the Trustees: .Approved 12/2023 and if issued, please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? No Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? No If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes, please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel Single Family Residence and the proposed use Single Family Residence (ex: existing single family, proposed: same with garage, pool or other) Auth rued 'gnature and Date FORM NO. 4 TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT Town Clerk's Office MAR 2 31a3 Southold, N. Y. 2024 ZONING BOARD OF APPEALS Certificate Of Occupancy No. Z5296. . . . . . Date . . Ju?Y. �5. . . . . . . . . . . . . . . . .. 19?3 . THIS CERTIFIES that the building located at . R1.3 5. vaY. .Avenue. . . . . . . . . Street Map No. . . . . . . . . . . . . Block No. . . . . . . . . . .Lot No. . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . .ai'ril 14 . . . . . . , , . ,. 19.7a. pursuant to which Building Permit No. dated . .bpril. l7 . . . . . . , , , , ., 19.??., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . . . . . . .Agcessory .Building . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . . . . . r�iiChard 40,XTkR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval . . . . . . N!R.�. . . . . . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No. . . . . . . . . . . . . . . .N•R. . . . . . . . . . . . . . . . . . . . . . . . . HOUSE NUMBER . 2t.3 . . . . . . . . Street ?•0- Box 18. Bay.,Avenue.:, .East ►venue% N.Y, . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . /4-,0j(LA (� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building Inspector Y r Town of Southold Annex 1o/7l2014 a� cY a P.O.Box 1179 RECEIVED -_ 54375 Main Road Southold,New York 11971 MAN 2 u 2024 --ZONING CERTIFICATE OF OCCUPANCY No: 37193 Date: 10/4/2014 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 2135 Bay Ave, East Marion, SCTM#: 473889 Sec/Block/Lot: 31,17-4 , Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ot5ced dated 4/17/2013 pursuant to which Building Permit No. 37975 dated 4/26/2013 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: storm damage repair to an existing seasonal one family dwelling,as applied for. The certificate is issued to Mandaro,Stephen&Mandaro,Fortune (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37975 6/24/2014 PLUMBERS CERTIFICATION DATED 9/29/14 King Plumbin Aut r' ed Mgnature "UK Na z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 1 f.2-3 SOUTHOLD, N. Y. RECEIVED MAR 2 0 2024 BUILDING PERMIT ZONING BOARD OF APPEALS (TH1,5`PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL CQly'kETION OF THE WORK AUTHORIZED) NO I■r _ Date 151. - ...... . i 9 t Permission is hereby granted to: B•l� :t&$8••$CCQi� flr :ti�8•�°i4�!j3.. _A1lLt¢ '1"SB ........... ��G.......... ....... rof. L .si. ,.acZd3�ti€�n•-� •e ig feTdw• :$ _ ...... .. of premise located at .fit;/;3.. ...g*p•. V--b-'�F#43't•;I$•.. . . .. . . .. • , •- s. .................. S:�s.. F '. OA....... ....:..................................:...................... .............. ...... ........................ ................................................... i pursuant to application dated ..................._ ...... g ....... . .... .. 19..".; and approved by the Building Inspector. ' Fee #�.y( ........ � C r' F Btiildifng Inspector '••. 8 o o TOWN OF SOUTHOLD.NEW YORH DATE..S/..221..�.0 ACTION OF THE ZONING BOARD OF APPEALS Appeal No, 2685 Dated March 25, 1980 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mr. William J. Jacobs, as agent for Appellant RECEIVED Mr. and Mrs. Emanuei Lorras Depot Lane, Cutchogue, NY 11935 �^ MAR at a ineeting of the Zoning Board of Appeals on May 22, 1980 the appeal ®�®® 1"AR 2 0 2024 was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance ZONING BOARD OF APPEALS (X) Request for a variance to the Zoning OrdinanceArt. III, Section 100-31 I. 71347oRSCl41CotD[oa74ff9C8GANdCI[]G1Q3cXis<8C9E161�]fd[X6G�YX�tZE$ 7 H;1t�li�KN(X:K WCx granted ( ) be denied pursuant to Article...................Section .__.... . .__. Subsection ................. paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because Application of EMANUEL and VENITA LORRAS, Depot Lane, Cutchogue, New York for a variance to the Zoning Ordinance, Article III, Section 100- 31 for permission to construct addition with insufficient rearyard setback at property known as 2135 Bay Avenue, East Marion, New York; bounded north by Schwab, east by Massaro,_ south by Vasquez, west by Bay Avenue; Tax Map Item No. 1000-31-17-4. (SEE REVERSE SIDE) 2. VARIANCE,By resolution of the Board it was determined that (a) Strict application of the Ordinance(would) (would not) produce practical difficulties or unnecessary hardship because (SEE REVERSE SIDE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike In the immediate vicinity of this property and in the same use district because (SEE REVERSE SIDE) (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because (SEE REVERSE SIDE) and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. ZONING BOARD OF APPEALS FORM ZB4 After investigation and inspection, the Board finds that applicants are requesting permission to construct proposed addition to existing dwelling with an insufficient rearyard setback of approximately 21 feet. Upon inspection, the Board found that with the proposed addition and existing buildings on the premises, coverage of the lot area would exceed the 20% maximum permitted, unless the size of the addition were reduced about 200 square feet in floor area. The Board has also found that the property is very limited in- area.,, Con- taining approximately 6,000 square feet. T_he Board does agree with the reasoning of the applicant. G, �3 The Board finds that the circumstances present in this �1 case are unique, and that strict application of the ordinance RECEIVED would produce practical difficulties or unnecessary hardship. The Board believes that the granting of a variance in this case will not change the character of the neighborhood and will MAR 2 0 2024 observe the spirit of the ordinance. On motion by Mr. Douglass, seconded by Mr. Goehringer, it was ZONING BOARD OF APPEALS RESOLVED, that EMANUEL and VENITA LORRAS, in Appeal .No. 2685, be GRANTED a Variance to; the Zoning Ordinance, Article III, Section 10 rm ,0-31, for peission to construct addition with an insufficient rearyard setback, SUBJECT TO THE FOLLOWING CONDITIONS: (1) That the coverage of the lot area shall not exceed the 20% maximum permitted, and (2) That not less than a 27-foot rearyard setback is permitted. Location of property.: 2135 Bay Avenue, East Marion, New York; bounded north by Schwab, east,by Massaro, south by Vasquez, west by Bay Avenue. County Tax'Map Item No. 1000- 31-17-4. Vote of the Board: Ayes: Messrs. Grigonis, Tuthill, Douglass, Doyen and Goehringer. APPROVED i L -Chairaran Board of eats I`TED AND FITTED BY HE SOUIIIOLD TOW14 CLEM DATF�r�9 D HOUR Town Clexk, Town of Southold OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex \0f sooTyo P.O.Box 1179 54375 State Road Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) 4 Southold,NY N � Telephone: 631 765-1809 PO Al • �O� http://southoldtownny.gov ZONING BOARD OF .APPEALS RECEIVED Town of Sou8FMvEjD PAJ 6 ?,q&AK-A MAR 2 0 2024 �3 D E 1 9 2022 ZONING BOARD OFAPPEALS Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DECEM 3ER 15,2022 ZBA FILE: 7711 NAME OF APPLICANT: Steve&Fortune Mandaro PROPERTY LOCATION: 2135 Bay Avenue, East Marion SCTM No. 1000-31-17-4 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 lI 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 August 23,2022 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 November 22,2022.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 INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP Policy 4.1. The determination is based on the following: 1. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for: a. structures that functionally require a location on the coast or in coastal waters. b. The setback relief requested is an indication that the lot is being overdeveloped in an environmentally sensitive coastal area, however,the additional nitrogen reducing sanitary system is a benefit to surface and groundwater quality. c. The structure is located in a FEMA flood zone AE El. 6. The structures within these areas are subject to repetitive loss from storm surges and flooding and should be avoided or minimized. d. There is a concern about the retaining walls proposed on the property line for the sanitary system and the effect on the adjacent properties from an aesthetic standpoint. The alteration of drainage patterns is also a concern. RECEIVED Page 2,December 15,2022 MAR 2 0 2024 97711,Mandaro SCTM No. 1000-31-17-4 ZONING BOARD OF APPEALS The Board of Appeals finds that the conditioned relief granted herein sufficiently mitigates inconsistencies with the LWRP policies and now therefore determines that the proposed action is CONSISTENT with the LWRP PROPERTY FACTS/DESCRIPTION:The subject property is a non-conforming 6,000 sq.ft.parcel,located in an R- 40 Zoning District. The property has a road frontage of 60 feet fronting Bay Avenue along the southerly property line,then turns northeast for 100 feet to Marion Lake,then turns southeast for 60 feet before returning 100 feet back to Bay Avenue. The property is improved with an existing one-story frame dwelling with a concrete patio at grade. There is also a 10.1 ft.by 10.2 ft.frame shed in the northeast corner of the property as shown on survey prepared by Nathan Taft Corwin III, L.S. last revised February 14, 2022. The house currently complies with a Certificate of Occupancy#37193,dated October 4,2014 for a seasonal one-family dwelling. BASIS OF APPLICATION: Request for Variances from Article XXII, Section 280-105B; Article XXIII, Section 280-124 and the Building Inspector's June 29, 2022 Notice of Disapproval based on an application for a permit to relocate, raise and construct additions and alterations to an existing seasonal dwelling to be converted to a single family dwelling, and construct a retaining wall with railing; at; 1)proposed retaining wall with railing exceeds the code permitted maximum 6.5 feet,in height when located in or along rear and side yards;2)dwelling is located less than the code required minimum front yard setback of 35 feet; 3) dwelling is located less than the code required minimum rear yard setback of 35 feet;at:2135 Bay Avenue(Adj.to Marion Lake),East Marion,NY.SCTM#1000- 31-17-4. RELIEF REQUESTED: The applicant requests variances to relocate,raise,and construct additions and alterations to an existing seasonal dwelling to be converted to a single-family dwelling and construct a retaining wall with railing requiring the following variances: 1. The proposed construction will have a front yard setback of 30.1 feet where a minimum of 35 feet is required. 2. The proposed construction will have a rear yard setback of 29.6 feet where a minimum of 35 feet is required. 3. The proposed retaining wall with railing will be 8.25 feet high in the side yard where a maximum of 6.5 feet is allowed. ADDITIONAL INFORMATION: According to the applicant's testimony on December 12022,the existing house sits below the FEMA flood zone of AE(EL 6 feet),and was subject to substantial flooding during Hurricane Sandy. The current sanitary system is located in the rear yard close to Marion Lake and the house is being relocated to provide room for the proposed Innovative Advanced(I/A)Sanitary system. Due to the low water table,as noted in the revised plans,the system would need to be placed on grade with a retaining wall to support the fill to cover the system. The FEMA design flood elevation on this property is Elev.+8 feet. With this information, the minimum finished floor elevation would have to be+10 feet. A neighboring property owner spoke out against this application during the public hearing. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1,2022 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 fords the following facts to be true and relevant and makes the following findings: 1. Town Law 6267-b(3)(b)(1)., Grant of the variances as applied for will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject neighborhood was originally developed with seasonal cottages on small lots, many of them located on Marion Lake. Over time several seasonal cottages have been renovated as single-family dwellings;some remain single story and a few of them have become two story. Increasing severe weather events have had a significant impact on the visual quality of this neighbor as rtiCEIVED Page 3,December 15,2022 '3� 3 #7711,Mandaro MAR 2 0 7024 SCTM No. 1000-31-17-4 ZONING BOARD OF APPEALS property owners seek to protect their homes from flooding in this environmentally sensitive area by elevating them to comply with FEMA recommendations and standards. FEMA compliance in the subject neighborhood, and in other neighborhoods in FEMA flood zones, has begun to dramatically change the scale and character of neighborhoods,especially where a second story addition is also proposed.The additional mass and volume of these larger dwellings on relatively small lots, cast shadows on adjacent properties and disrupt the privacy of neighbors with single story dwellings. Further these adverse impacts are not in compliance with the goals of the Town of Southold Comprehensive Plan which seeks to preserve the unique historic character and scale of diverse neighborhoods throughout the town. Nevertheless,the Board recognizes that visual changes in the subject and other neighborhoods in flood zones will continue to take place over time as FEMA compliance among property owners increases. 2. Town Law 5267-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. As the current house is non-conforming to the code, any work other than maintenance would require variance relief to comply with current zoning requirements and FEMA flood rules,which would then require compliance with SCDHS standards for a new I/A system. The property size would require either front or rear yard variances if any work to the existing structure is proposed.However,both the precedent pyramid law set by the ZBA in the Walz decision (ZBA#5039 dated 1/24/2002) and the sky plane rule included in the"big house legislation"approved by the Town Board on October 18,2022,recognize that the adverse impacts of big houses on small lots require larger setbacks,especially for second stories 3. Town Law$267-b(3)(b)(3). The variances granted herein are mathematically substantial. a) The proposed front yard setback of 30.1 ft represents a 14%relief from the code. b) The proposed rear yard setback of 29.6 ft represents a 16%relief from the code. c) The proposed retaining wall height of 8.25 ft represents an approx.26%relief from the code. However,raising the house to current FEMA standards would mitigate future flood damage to the property. The installation of a new Innovative Advanced(I/A) sanitary system on the landward side of the dwelling (front yard)would mitigate the leaching of nitrogen to both Marion Lake, and the Peconic Bay. Due to the height of the proposed retaining wall, there.is a need for a safety fence on the top. By conditioning the fence to be open pickets or similar,and not a solid fence, it would provide protection, and would minimize the loss of view from the neighboring properties. These impacts are further mitigated by the limited relief and the additional conditions of approval imposed by this Board 4. Town Law _4267-b(3)(b)(4). Some 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.Although the applicant must comply with Chapter 236 of the Town's Stone Water Management Code and the conditions imposed by this Board, the LWRP Coordinator points out the proposed retaining walls and fill required for the installation of the sanitary system required to support the additional two bedrooms and two bathrooms proposed in the second story addition can alter the drainage pattern in the area and also negatively affect the aesthetic appearance of the street frontage and adjacent properties 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. Although the applicant and his family have lived in and owned property in the neighborhood for many years,the applicant is proposing to substantially convert a single-story seasonal cottage into a two-story year-round dwelling with a design that requires setback variance relief when constructing a single-story smaller FEMA compliant year-round dwelling or a second story addition with conforming setbacks could have been proposed 6.Town Law 4267-b. The relief granted herein is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of converting a seasonal cottage into a single-family dwelling in compliance with FEMA and :XEIVED ye, Page 4,December 15,2022 'I /a 3 #7711,Mandaro MAN 2 p 2024 SCTM No. 1000-31-17-4 ZONING BOARD OF APPEALS SCDHS standards 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 Lehnert,seconded by Member Acampora,and duly carried, to RELIEF DENIED IN PART AND GRANTED IN PART as follows: 1. GRANT the front yard setback of 30.1 ft for the first floor of the residence. 2. DENY the front yard setback of 30.1 ft for the proposed second floor of the residence. 3. GRANT the rear yard setback of 29.6 ft for the first floor of the residence. 4. DENY the rear yard setback of 29.6 ft for the proposed second floor of the residence. 5. GRANT the proposed retaining wall with railing height of 8.25 ft in the side yards. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The residence shall have a finished floor elevation no higher than 10 ft above baseline elevation(+0. 0 ft) in minimum compliance with FEMA regulation. 2. The design of the proposed railings on the proposed retaining walls shall be visually open("see through") and not made of a solid opaque material such as vinyl or wood stockade style and shall comply with NYS code. 3. All excavation for the proposed retaining walls must be done on the subject property and not disturb neighboring lots. 4. The applicant shall install a new Suffolk County Department of Health Services approved Innovative Advanced(I/A)sanitary system. 5. The applicants shall obtain Town of Southold Board of Trustees approval. 6. The applicant shall install and continuously maintain a minimum 10-foot-wide non-turf vegetative buffer landward of the delineated edge of wetlands. 7. The applicant shall submit two sets of the final site plan and building plans,stamped by a licensed professional,conforming to the relief granted,herein,prior to the issuance of a building permit. This approval shall not be deemed effective until the required conditions have been met.At the discretion of Me Board ofAppeals,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 design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing,two sets of the final site plan,survey,architectural drawings conforming to the relief granted herein.The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals RECEIVED Page 5,December 15,2022 'MAR 2 0 2024 #7711,Mandaro ' SCTM No. 1000-31-17-4 oZ3 ZONING BOARD OF APPEALS IMPORTANT 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 to exceed three(3) consecutive one (1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED 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),Dantes,Acampora,Planamento and Lehnert. (5-0) V anamento,Vice Chair d for filing W /2.022 t 1 r , _ 1 LIAR 2 0 2024 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ZONING BOgRp OF APP { PERMIT NO. 10492 DATE: NOVEM 3ER 15,2023 +' ISSUED TO: STEPHEN& FORTUNE MANDARO REVOCABLE LIVING TRUSTS PROPERTY ADDRESS: 2135 BAY AVENUE,EAST MARION SCTM#1000-31-17-4 AUTHORIZATION Pursuant to the provisions of Chapter'275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 1.5,2021 and in consideration of application fee in the sum of.. 1 250.00 paid by Sfepheri&Fortune Mandaro Revocable Living Trust and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to remove the existing 4'x4'(16sq.ft.)outdoor shower,61x5'(30sq.ft.)front entry stoop,418sq.ft. rear brick patio at grade,20.61x20.6'(420sq.ft.)rear portion of existing roof,existing septic system and existing foundation locust posts;lift the existing 4013%"x2016"(800sq.ft.)one-story dwelling;install an open foundation of approximately(15)18"concrete piers with breakaway walls;construct an 8'x14.6'(116sq.ft.)second story addition; construct a 3.6'x8'(48sq.ft.)&4'x7.6'(30sq.ft.)front covered porch with stairway;construct a 31x11.4'(34sq.ft.) rear entry stairway;a 4.6'x11.10'(60sq.ft.)mechanical platform;a 20.61x16.6'(338sq.ft.)second floor addition over existing first floor;a 2'x7',4'x20.6'(total 96sq.ft.)second story balcony over existing first floor;a 41x4.6'(16.5sq.ft.) outdoor shower(open to above);install a new VA OWTS within raised grade;for the proposed raised grade over 1/A septic system add approximately 813sq.ft.surface area,existing average grade is 2.81,grading height only over septic proposed to be 3.2';install 241x816"stormwater chambers(204sq.ft.below surface area);install an approximate 432sq.ft.pervious driveway;approximately 2,760 cubic feet of earth to be removed for proposed septic components excavation;all fill to remain on site for backftll with 325.2 cubic feet to be used for proposed regrading;with the conditions that the ground/basement floor be for storage only in perpetuity;a silt fence/hay bale inspection prior to installation of storm water chambers;access through applicants property only;,and to establish and perpetually maintain a 30'wide vegetated non-turf buffer area along the landward edge of the wetland vegetation;and as depicted on the site plan prepared by Anthony Portillo,R.A.,stamped received October 30,2023 and January 31, J 2024,and stamped approved on February 13,2024.Located:2135 Bay Avenue,East Marion.SCTM#1000-31-174 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. CD , C' S Glenn Goldsmith,President Town Hall Annex'(��SQ(/T �� y�A Nicholas Krttpski,Vice President ,`4 ��. 54375 Route 25P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly N ae Telephone(631)765-1892 Elizabeth Peeples �%�}O y` Fax(631)765-6641 BOARD OF TOWN TRUSTEESQ a 3 TOWN OF SOUTHOLD RECEIVED February 21, 2024 MAR 2 0 2024 ZONING BOARD OF APPEALS Anthony Portillo AMP Architecture P.O. Box 152 Mattituck, NY 11952 RE: STEPHEN &FORTUNE MANDARO REVOCABLE LIVING TRUSTS 2135 BAY AVENUE, EAST MARION SCTM#1000-31-17-4 Dear Mr. Portillo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 15, 2023 regarding the above matter: WHEREAS,AMP Architecture, on behalf of STEPHEN &FORTUNE MANDARO REVOCABLE LIVING TRUSTS applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code,the Wetland Ordinance of the Town of Southold, application dated November 10, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 19, 2023, May 17, 2023 and November 15, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, RECEIVED MAR 2 0 2024 � N ❑ WHEREAS, the structure complies with the standards set forth in Chapter;P7Y 0 heCgouthoFc�PPEALS Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the.town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS to remove the existing 4'x4' (16sq.ft.) outdoor shower, 6'x5' (30sq.ft.)front entry stoop, 418sq.ft. rear brick patio at grade, 20.6'x20.6' (420sq.ft.) rear portion of existing roof, existing septic system and existing foundation locust posts; lift the existing 40'3'/2'x20'6" (800sq.ft.) one-story dwelling; install an open foundation of approximately (15) 18" concrete piers with breakaway walls; construct an 8'x14.6' (116sq.ft.) second story addition; construct a 3.6'x8' (48sq.ft.) &4'x7.6' (30sq.ft.)front covered porch with stairway; construct a 3'x11.4' (34sq.ft.) rear entry stairway; a 4.6'x11.10' (60sq.ft.) mechanical platform; a 20.6'x16.6' (338sq.ft.) second floor addition over existing first floor; a 2'x7', 4'x20.6' (total 96sq.ft.) second story balcony over existing first floor; a 4'x4.6' (16.5sq.ft.) outdoor shower (open to above); install a new I/A OWTS within raised grade; for the proposed raised grade over I/A septic system add approximately 813sq.ft. surface area, existing average grade is 2.8', 1 grading height only over septic proposed to be 3.2'; install 24'x8'6" stormwater chambers (204sq.ft. below surface area); install an approximate 432sq.ft. pervious driveway; . approximately 2,760 cubic feet of earth to be removed for proposed septic components i excavation; all fill to remain on site for backfill with 325.2 cubic feet to be used for proposed regrading; with the conditions that the ground/basement floor be for storage only in perpetuity; a f silt fence/hay bale inspection prior to installation of storm water chambers; access through applicants property only; and to establish and perpetually maintain a 30' wide vegetated non-turf buffer area along the landward edge of the wetland vegetation; and as depicted on the site plan prepared by Anthony Portillo, R.A., stamped received October 30, 2023 and January 31, 2024, and stamped approved on February 13, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $100.00 Ve fy your Glenn Goldsmith President, Board of Trustees GG/dd 1REC81VED AGRICULTURAL DATA STATEMENT MAR 2 0 2024«( ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ZONING BOARD OF APPEALS WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant:AMP Architecture 2. Address of Applicant: 10200 Main Rd Unit 3A Mattituck NY 11952 3. Name of Land Owner(if other than Applicant): Steve and Fortune Mandaro 4. Address of Land Owner: 2135 Bay Avenue, East Marion 5. Description of Proposed Project: Lift and new foundation of existing home, new second story addition, new IA OWTS 6. Location of Property: (road and Tax map number) 2135 Bay Avenue, East Marion 7. Is the parcel within 500 feet of a farm operation? { } Yes {x} No 8. Is this parcel actively farmed? { } Yes ()4 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. N/A 2. 3: 4. 5. 6. (Please use the back of this page if there are additional property owners) yo- _ 5 / 24- Signature of Applicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix B 1AH 2 U 2024 Short Environmental Assessment Form Instructions for Completing ZONING BOARD OF APPEALS Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Mandaro Residence Project Location(describe,and attach a location map): 2135 Bay Avenue, East Marion Brief Description of Proposed Action: Lift and new foundation of existing home, new second story Name of Applicant or Sponsor: Telephone: 516-214-0160 AMP Architecture E-Mail: APORTILLO@amparchitect.com Address: 10200 MAIN RD UNIT 3A MATTITUCK NY 11952 City/PO: State: Zip Code: Laurel N.Y. 11948 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: X SC Health Department, Southold Trustees, NYS DEC & Southold BD 3.a.Total acreage of the site of the proposed action? 0.1 acres b.Total acreage to be physically disturbed? •02 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.1 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban &Rural(non-agriculture) ❑Industrial ❑ Commercial X Residential(suburban) ❑Forest ❑ Agriculture X Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 RECEIVED 5. Is the proposed action, MAR 2 U 2R4 NO YES N/A a.A permitted use under the zoning regulations? OARD OF APPEALS X ZONING BOARD OF APPEALS b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES i If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Removing existing sanitary system;installing new IA OWiS X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional X Wetland ❑Urban XSuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO 'YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ,kNO❑YES X b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES All stormwater runoff will be connected to buried drywells -Page 2 of 4 18.Does the proposed action include construction or other activities that result in PFOME111nent of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? .?-C1 2 3 If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been th bUNA 8I&RRiQFCAR1D&ALS NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE `` Applicant/sponsorname: on Y ��\'O Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the -establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the propbsed 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 RECEIVED MAR 2 0 2024 No,or Moderate small to large impact impact ZONING BOARD OF APPEALS may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 RECEIVED MAR 2 0 2024 Board of Zoning Appeals Application ZONING BOARD OF APPEALS AUTHORIZATION (Where the Applicant is not the Owner) residing at �7/�� I, (Print property owner's name) (Mailing Address) do hereby authorize (Agent) AMP Architecture (Anthony Portillo) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : �C1 p-,, kAwnc6c 0 (Last name,first nanle,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.) RECEIVED TYPE OF APPLICATION: (Check all that apply) -:�j vZ 3 Tax grievance Building Permit Mp Variance X Trustee Permit 2 2024 Change of Zone Coastal Erosion Ot Approval of Plat g 'ZONING BOARD OF APPEALS. her (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 da of ,20_�:y Signature Print Name -����� �/j® io.. AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the Dart of town officers and emnlovees.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. nn -- 11 ,,-- YOUR NAME : -F�l`1'�1by10 'POr-\-WO (Last name,first name,middle i itial,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.) RECEIVED TYPE OF APPLICATION: (Check all that apply) ?I)o Tax grievance Building Permit MAR 2 U 2024 Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring ZONING BOARD OF APPEALS 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 Yl^ Submitted this 2� of I Acwc n ,20 24 Signature Print Name a Town of Southold RECEIVED ��� ��"-� 2 0 2024 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS ZONING BOARD OF APPEALS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent-to the maximum extent practicable with the LWRP policy standards and conditions. 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# 1000 -31 _17 _04 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. [X Building Dept. 0 Board of Trustees 0 l. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 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: Lift and new foundation of existing home, new second story Lift & relocation of existina dwellina: New Foundation. New Second Storv. New Entry Porch a3 RECEIVED Location of action:2135 Bay Avenue, East Marion Site acreage:0.1 acres MAK 2 U 2024 Present land use:Single Family Residence ;!^N1NG BOARD OF APPEALS Present zoning classification:R40 Non-Conforming 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:AMP Architecture (Anthony Portillo) (b) Mailing address:PO Box 152 Mattituck NY 11952 (c) Telephone number:Area Code( )631-603-9092 (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? 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 The proposed work to the exsiting dwellling is within the character of the neighborhood Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria a3 ® Yes E No 0 Not Applicable RECEIVE® The proposed second floor addition does not go over the allowable 35' height by code 024 ZONING E30At�u F APPEALS 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 E� No 0 Not Applicable The new foundation will be stronger that what the house currently rests on The existing septic is extermely close to the Wetlands in the rear yard,this will be removed and a new IA system will be placed in the front yard 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 0 No 0 Not Applicable The exsiting septic near the Wetlands in the rear yard will be removed. The new IA OWTS will be placed as far away from the rear Wetlands as possible 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 0 No 0 Not Applicable The exsiting septic near the Wetlands in the rear yard will be removed. The new IA OWTS will be placed as far away from the rear Wetlands as possible RECEIVED po MAN 2 U 2024 �n�nr.:�BOARD n�®wa�at,g 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 R 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 The exsiting septic near the Wetlands in the rear yard will be removed. The new IA OWTS will be placed as far away from e rear Wetlands as possible 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. ❑ YeO No R Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 2 Not Applicable RECEIVED 2024 �ANIIGBOARD OF APPEALS 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 All site improvements promote a more feasble means to sustain the natural environment, much greater than what currently exists 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 X Not Applicable Created on 5125105 I1:20 AM s sNM PHOTO #1 PHOTO #2 l RECEIVED MAR 2 0 2024 NG BOARD OF AP PHOTO #3 ?. A4 PHOTO #4 rAj Application: Mandaro Residence AMP Architecture—Applicant PHOTO #5 2135 Bay Avenue, East Marion All photos taken: September 3, 2021 .� 7l,5 TOWN OF SOUTHOLD PROPERTY REC � � OWNER STREET VILLAGE DIST. SUB. LOT FORMER OWNER Mail ar' N E ACR. rros Emanu� urns ' . Scher A V� a e J.� 1�%1 a .T r�6 .- .Z�r)lc� / LarrctS ct1� S W TYPE OF BUILDING iK G`' p, V A Nf U hUa lay; RES. SEAS. � VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS d w .? 76 �'1 f�.. 4o )-o rrn s N�L' a 1a N o CLkc -- o-U o cr / 0-�1 ' o - 3 7- L-O 0/4S /✓ G. 11131 z©o -L g 83k'— �rQSLjaiadaro $ 7S"oOo AGE Sao BUIjaING CONDL]'I po- 797 NEW �, ND pkliZ BELOVI�SU . / l S FARM Acre Value Per / Value' Tillable 1 Tillable 2 N — Tillable 3 z Woodland G� a Swampland I FRONTAGE ON WATER o z' m _ -7c5 r b f7 Brushland FRONTAGE ON ROAD p ^ < �J m House Plot DEPTH e� D F3 �,�✓ BULKHEAD D r c� Total I' "' DOCK ■■■■■■N ■ ■■■■■■ ■■■■■■■■■■■ 1� ' ONE ■■■■■■■■■■■ ■NE■■■MIMFUMIMNM i � .. ■ ■■■ ■■ ■■ NOON -- ■ ■■�!■■ ■ �■■■■■■■■■NONE■ .. _ __ ■ OMEN■ ■ ■N■ ■■NOON■ NOON■■ . �■■■■..■■..... .NOON■ ■W ■■■■■■■■E■■■■■■C NEON■ ■N�_ONN■O ■■■■■■N■ NEE EOi'" l�■E■■O■■■■■■■■■■■ 6.alwAatxt. • MFFire Place I • .• Rooms 1st Floor "Recreation Room Kooms 2nd Floor Dormer • . c • y •1 7 ZBA CHECK FEES - 2024 l Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO AMP Architecture for 3/21/2024 MANDARO,SIEVE 7 23- $1,250.00 2027 3/25/2024 3/22/2024 Grandview Drive Realty LLC 7924 $1,500.00 389 3/25/2024 3/22/2024 Grandview Drive Realty LLC 7924 $1,000.00 394 3/25/2024 3/22/2024 Dangas, George 7922 $1,250.00 1217 3/25/2024 J $5,000.00 r i RECEIVED MAR 2 5 2024 Southold Town Clerk Town`of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/25/24 Receipt#: 324620 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7922 $1,250.00 1 ZBA Application Fees 7923 $1,250.00 1 ZBA Application Fees 7924 $2,500.00 Total Paid: $5,000.00 Notes: Payment Type Amount Paid By CK#2027 $1,250.00 AMP Architecture, PLLC CK#1217 $1,250.00 George Dangas CK#389 $1,500.00 Grandview Drive Realty, LLC CK#394 $1,000.00 Grandview Drive Realty, LLC Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Grandview Drive Realty, LLC 2410 Grandview Dr Orient, NY 11957 Clerk ID: JENNIFER Internal ID:7924 �as ��O •,"E'� iz�lti'sr.''.�0 �"sa>rasr!ri.^� .,. ^ -_:Y-!^ _ i; - PLLC F"- =$y ARCHITECTURE; - P►11IIP .10200 MAIN RD:UNIT3A -fMAT'CITUCK`NY�1'1952=1561 � k'�; -= C��en rare CHASE O 1PMorgan Chasa Bank N•a v w .Chase.com !r t NP Z �k- ahr�kIVVI RECEIVE® MAR 2 5 2024 Southold Town Clerk a TOWN OF SOUTHOLD � ZONING BOARD OF APPEALS Appeal No. SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of.: MAILINGS Steve and Fortune Mandaro (Name of Applicant/Owner) 2135 BAY AVE, EAST MARION SCTM No. 1000-31-17-4 (Address of Property) (Section,Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, (x ) Agent residing at 10200 Main Road, Mattituck New York, being duly sworn, deposes and says that: On the 20 day of. June ;2024, I personally mailed at the United States Post Office in Mattituck ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in e 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 i 1 vehicular right-of-way of record, surrounding the applicant's property. j (Signature) Srn to before me this day of TU\V 20 211 DARCEE AUFENANGER --7' NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County (Notary P ic) Commission Expires January 9,2028 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. -11 - 2 •CERTIFIED-MAILT' RECEIPT . r- . CER RECEIPTIFIED,MAIL co Domestic Mail Only REF t> ,r7 4 A L CO m % r .,, M Certified Mail Fee ;3 7 . 4 yC j .p�� ru Certified Mail Fee Extra Services&Fees(check box,add>ea g§ date) �y I? $ P 4°41-I r I ? �(„) ❑Retum Receipt(hardoopy) <`"•;•.$, I I f :'<'`7�.'r ' O ❑Return Receipt(electronic) Extra Services&Fees(checkbox,add lee )�`">$ lam— O tmark ('LJ ❑Retum Receipt(hardcopy) $r ❑Certified Mail Restricted Dellvery,�;'$, - - q;, _ _ ❑Adult Signature Required^-•..._y g' - H re O ❑Retum Receipt(electronlc) $ <RJ- 't�9r i t/Gw Postmark ❑Adult Signature Restricted De)Ive � 1 t _° 0�4 ❑Certified Mall Restricted Delivery $ +•_ i •,Y Y� Here fit C3 ry'$ 0 Postage []Adult Signature Required $ - �' • El Adult Signature Restricted Delivery$ -' ":m O 4 4 f, Postage �? fU Total Postage and Fees 41xI ; f/?f I�4 �� $ :$I I°9? 4 �7� 5. $gnt To fU To v Postage,and Fees Ili;' `I I J?f17ru = o C�15 ►�:_ leer A. r $ �7 ��9P�ry r` tree n Apt Afa.,orT'OBoxAI' �iS�__�1------------------------ ru SAW n-- IL ___Gerald ------------- r` Street end A No. or BoGL -------------------- City,State,Zl�+4® .' ---------- --------- 52 5 4,[_ hp, 1175 t, �1 _ 1.. - -- City ate,ZlP+4 t2 nX 10463 MI o TM CERTIFIED o • w ,. 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O k¢.n._ ba � Street en Pt or PO Bo l hip: - �1_(i cx�d Qo Qtx_77(A �(t(o City,St te,ZlP+4® ---- t -----�------- ---- -------- tY Ci ,State, 1P+4 — -----------------------------------------------'-------- " r •� •' c f y 1l767 .b 1IL i RECEIPT, Ln �. Mail Only Sou Pic n ru Certified Mail Fee l= `�� a O $ $4°tU C1952 Fxtra Services&Fees(checkbox,add fes't' G ru ❑Retum Receipt (hardcopy)__ $•+`' i f'11'I�'a 3`�h,, I� ❑Return Recelpt(electrmiio)=X -R14 �j _ e �f 1Z ❑Certified Mall Restricted Delivery, °��1 '' Postmark 0 ryp$ ��ir irir �I`• Here❑Adult Signature Required.'- if 0 ❑Adult Signature Restricted Delivery$ q� rq Postage _, L _r $ Ify7 \ 1'1-I Total Postage and Fees n j Sent To.� n C,132 y 01k of Sou I ha ld r� Stre�an p.N or P'Bo I f ------------------------------------------------- city,Stare,ZIP 4�'I'' --- .r. A M P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Steve and Fortune Mandaro Zoning Board Hearing#7923 �'� �L✓ 2135 Bay Avenue SCTM: 1000-31-17-4 31-17-1 Town of Southold 53095 Route 25 PO Box 1179 Southold, NY 11971 31-17-3 Ann Aguanno &Gerald Gleason 525 W 238t'St.,Apt. 1L Bronx, NY 10463 31-17-8.1 Francis P. and Maureen A. Beaury 8 Woodvale Ave Kings Park, NY, 11754 31-17-5 Juliane Laudato PO Box 196 Nesconset, NY 11767 31-16-6 Jennifer A. and Susan V. Kamrowski 285 Huckleberry Hill Road PO Box 776 East Marion, NY 11939 7/12124,10:36 AM r� , USPS.com®-USPS Tracking®ResL,'1tQ__' ALERT. FLOODING AND SEVERE VVEATHER IN THE SOUTH, SOUTHEAS-i-,-AND CENTRAL U.S. ... USPS Tracking® FAQs > Tracking Number: A-6 Onn 0 Remove X 70222410000202238469 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was forwarded to a different address at 9:22 am on June 22, 2024 in BRONX, NY. This was because of forwarding instructions or because the address or ZIP Code on the label was incorrect. m co cu Get More Out of USPS Tracking: USPS Tracking Plus° 'c Alert Forwarded BRONX, NY C June 22, 2024, 9:22 am u Arrived at USPS Regional Facility NEW YORK NY DISTRIBUTION CENTER June 21, 2024, 8:54 am 40 Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER June 20, 2024, 8:57 pm Departed Post Office MATTITUCK, NY 11952 June 20, 2024, 3:07 pm USPS in possession of item MATTITUCK, NY 11952 https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238469%2C 1/2 7/12/24, 10:36 AM �_� USPS.com®-USPS TrackingO Results June 20, 2024, 1:14 pm Hide Tracking History (� ` do � as M 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 Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238469%2C 2/2 7/12/24, 10:35 AM ` USPS.com@-USPS Tracking®Rest 1111Q ALERT: FLOODING AND SEVERtIVEATHER IN THE SOUTH, SOUTHEAS c,AND CENTRAL U.S. ... USPS Tracking® FAQs > Tracking Number: K6(M"A.0 Remove X 70222410000202238780 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was refused by the addressee at 11:27 am on June 25, 2024 in EAST MARION, NY 11939 and is being returned to the sender. m m m n. Get More Out of USPS Tracking: v 0 USPS Tracking Plus® Alert ® Refused EAST MARION, NY 11939 June 25, 2024, 11:27 am Available for Pickup EAST MARION 9165 MAIN RD EAST MARION NY 11939-1538 M-F 0900-1700; SAT 0900-1200 June 22, 2024, 11:40 am Departed USPS Regional Facility MID NY DISTRIBUTION CENTER June 21, 2024, 8:03 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER June 20, 2024, 8:54 pm Departed Post Office httns-//tools.usos.com/ao/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70222410000202238780%2C 1/2 7/12/24, 10:35 AM USPS.comO-USPS Tracking®Result\ MATTITUCK, NY 11952 June 20, 2024, 3:07 pm Z USPS in possession of item MATTITUCK, NY 11952 June 20, 2024, 1:17 pm . Kam(V" - 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 PlusO u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. ' FAQs httns://tools.usos.com/oo/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70222410000202238780%2C 2/2 7/12/24, 10:37 AM USPS.com®-USPS Tracking®Res, , } ALERT: FLOODING AND SEVERt -v EATHER IN THE SOUTH, SOUTHEAj i;AND CENTRAL U.S. ... USPS Tracking° FAQs > Tracking Number: �� Remove X 70222410000202238773 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 1:52 pm on July 3, 2024 in NESCONSET, NY 11767. m Get More Out of USPS Tracking: a USPS Tracking Pluses m Delivered Delivered, Individual Picked Up at Post Office NESCONSET, NY 11767 July 3, 2024, 1:52 pm See All Tracking History That 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=fullpage&tLc=2&text28777=&tLabels=70222410000202238773%2C 1/2 7/10/24,2:30 PM } USPS.com®-USPS Tracking®Res"-� ALERT: FLOODING AND SEVERE-WEATHER IN THE SOUTH, SOUTHEAS -,AND CENTRAL U.S. ... USPS Tracking° Z Qs > Tracking Number: Remove X 70222410000202238476 Copy Add to Informed Delivery (https:Hinformeddelivery.usps.com/) Latest Update Your item could not be delivered on July 10, 2024 at 8:18 am in KINGS PARK, NY 11754. It was held for the required number of days and is being returned to the sender. m m cu CL Get More Out of USPS Tracking: USPS Tracking Plus® Alert Unclaimed/Being Returned to Sender KINGS PARK, NY 11754 July 10, 2024, 8:18 am Reminder to Schedule Redelivery of your item June 27, 2024 Notice Left(Receptacle Full/Item Oversized) KINGS PARK, NY 11754 June 22, 2024, 11:11 am Departed USPS Regional Facility MID NY DISTRIBUTION CENTER June 21, 2024, 8:03 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER June 20, 2024, 8:54 pm https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238476%2C&tABt=false 1/2 7/10/24,2:30 PM USPS.com®-USPS Tracking®Resu.,t Departed Post Office MATTITUCK, NY 11952 (n�� June 20, 2024, 3:07 pm " USPS in possession of item MATTITUCK, NY 11952 ®�( June 20, 2024, 1:15 pm p�N Hide Tracking History y 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 Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70222410000202238476%2C&tABt=false 2/2 File Edit View Toolbar Window Help 31 .. . .'% cYe, t, I �S1 ''School: 'Oysterpands.Sc73889 Southold:; •A4 ,: Beaury.Francis`P' ,Roll Year: 2024�Curr,Yf Seasonal'tes'Muft.. L'andAV:2;000:'' t. 35 Rabbit L'n:. a and Size Total A : 4�700 , 0.;54'acres k 5.:..:.,. ..,.. N Parcel 31.-17-8.1, Owner Tax BiII Mailing.Address . ' 3rd^Party Address Bank' History ,As'.sessmentype: , l Spea Dist(s). Mauteen=A'Beauiy,: _ Owne,r'T pe:`Additiorial s Desig:Status: ; •(i'Description 0wner(e�f Images' =Las6Nme:1''Company: First hlame: -tom Site(1'j'Res !_ .: . Sale0�1116112 r _ B I� �ttention7o In Care'Of: Address: Cot .Site(1JRes _ L7 `S;ale07101102. _ Street No:"~'Prefix Ciic"Street``l Rural l'oate: St Suffix:'=.Pock Dir lJnitlJame:;_Unit lwlo: ;8 .OodvaleAve 4_y` - t` Zi Code' Po B`ox"No CitylT'own: Skake: p Ding"s Park . _ NY 117754= I ICounkry:.enter if not"USA" Bar Cd O.wner'sMip:e.g.Life,b e: O'wner Type: ze P='Primary I• Owner's Primary`Residence p t • .i -=�,a•:' �i=ids- x c I t^ :d b + v ".: t[ , !V {5 r , er, - t Prints thes¢een---_-_ TOWN OF SOUTHOLD ZONING BOARD OF APPEALS �r} �� �'D SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of:, POSTING Steve and Fortune Mandaro (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK residing at 10200 Main Road, MattituCk ,_,New York, being duly sworn, depose and say that: E I am the ( ) Owner or(X )Agent for owner of the subject property On the 2 day of July , 2024, I personally placed the Town's - 3 Official Poster on subject property located at: i 2135 BAY AVE, EAST MARION the prapertT iivolve d:iri the:appli..cat.ioii'::racir;:p. t ihtign- facingeach public or private street whichThe oSr shabe.prQnrirthy dsPyarizfie_premises abuts, giving notice of the application or a petiton,;. tie mature;ofthee;approyal;soufit` heresy and the time and place of the public hearing thereon% Then gi rshall l?e sirt batik not more alias 10 feet from the property line_ The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of Thursday July 11, 2024 _ (Owner/Agee gnature) Swom to before me this Day of 10\y 20 2�I (Notary Public) DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIA00019644 Qualified in Suffolk County Commission Expires January 9,2028 SENDER: AMON ON DELIVERY ■ Complete Items 1,2,and 3. A. SI a r I ■ Print your name and address on the reverse X 0 Agent so that we can return the card to you. 1 ❑Addressee " I ■ Attach this card to the back of the mailplece, elves by ,,'H, d Name) C. Date of Delivery nn� I or on the front if space permits. II 1. Article Addressed to: b. Is delivery address different from item 1? ❑Yes { i a-t'n a� o If YES,enter delivery address below. p No {f 153oG 5 Route �5 } 90 Lox 117q I Il I IIIIII I'll I'I I II ll I Il ll I I l I II I I II I II II'I III 3. Service Type ❑Priority Mall Express® ❑Adult Signature ❑Registered Me11TA1 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 8728 3310 3678 73 o Cert n d MailRestricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation I. 2. Article Number(Transfer from service label) —❑Collect on Delivery Restricted Delivery Restricted Delivery <—ed Mail 7022 2 410 0 002 0223 8452 %JOoi°Restricted Delivery is PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt -_1�\'•l `a.�`� "'fir �'f Y -41 +�\ `sue, v all AC- JA a y x t a - qj+',-F r P ' �K.ram x.�Y� 1 4 '.".�y�i`_r�`i .�xy; �.,.. ��_��,���`.� ;*����. .�� ,Z'�"h.��;f�. ♦ c4h `;^lktn �''� '"'J :f - .'' � � � .1 � T 'K� t,irk �:`v�j t - /• \ •1'',� r 3.\ y �.�"''-� }� - '';�Y��t�w: !\ ht,�: v��� t''�;' fPjkV.r� r ',� �IR�'��'L?�y� �t d �i'.C�q�.� y�,�y � � L Y `\ i '..:•� , � b, ..r• ) x .,d,. III Yt' T ���1 i:. �"- -• � fit• .r: ?�. e t p �,`� l; '�., f,�.;+�•ay�i, ���-7��:�r1Y '' �kTf,'S' S.. �•� l:T'�IP'' y�{ �r[�.'_.Y��', �r''+Y� .� ,t � �( .SI,Lcfe.y� ,4 �•� X �"`t f'°',.t,;^v ? ?},,,,l'� .1i ;�i ;•'f�s��.. �i�� � q,t��,t. ''�..��.�\', s`t�,..�y.i,�'ti� f5� f�i1� / � f±►� �+- j��3p,� " 'yFr�',,+:`; �"I r-,.�✓fJ, r�4'tf, �`--�r1�;��h'` :.p;+'�"t,'_ `"'it,�,�, -ti���h�.,'J�„ �;,�`. �'ri� y�'�tA..... ��g � .t ,A � ti -\ �,.aw�Vp. ,..A"�1ae� B•t,.:;�: E�, Mp+ '+�, `5•�«+.�,y. 1. t �� c fE.-a ��'!� wr, ti�` t yi.3 a'.� C 's'jA yµ •r � �'��.�'� ,� � jtia,'� " 'X�1:1 ►+ � NOTICE OF HEARING 'r � The following application will be heard by the Southold Town Boan1 of Appeals at Town Hall,53095 Main Road,Southold _ Y., The applicatron will ALSO be available 111A ZOOM WEBI •�•: �:,, f ' t link httpa/southoldtownny.govlcalen r.aspx NAME: MANDARO, STEVE f7923 ,¢ SCTM#: 1000-31-17-4 A?� VARIANCE:YARD SETBACKS ' REpUEST: DEMOLISH(AS PER TOWN CODE "A SINGLE �y".' DEFINITION)AND RECONSTRUCT A +- y,f `- 1:• SINGLE FAMILY DWELLING R41 DATE: THURS.,JULY 11,2024 10:40 AM '+• t 1 You ma the lile(sl on the towns wobs le undo,Town RacortlslWeb�:rt y roviow ZBA Olhcs tolaphonc(631)185-1869 ZBA/Baa dA t s/pending, �p i t• + qi J r^ ; Am- + k. ° a `a '1't t1 tY ► 1 � Y a1•f r.. . � Ott TY11 I �a % ` �p'� ly' C ' ' ?' j J +'` a1• ' a. $:t t t�l, X 44* c'�' ' .,.trQ��•ttaF�1+��Q wY(y-tr.,, R` ti:jfi'4.o+'_ga ,r a+ ! ''4'yA '....�16 1�.;t'� •�,�� Yl°f ,J ( 1.s p aA^� 'IH'��,�t'.`�`y'�•�":Z ��1 'er�.1 $,�����v .1}�h� rµ;� �,"'� � 4`� �� i6�r s,,�� Yr �• � jY f�,.q.- _�+l' � 7f� �f R. \t-.i/. �1 `�� 1T"rF ,I fI l Q-�-. >•• J �,y �•3 1 - i�. �1 Jam,.•)f y;c � y,, ( / r• r }((} C t I S.l f.,1 4r fit.. ._ l•'� V+ r! .. Cl- A !, _5790e fd kimf4southoldtownny.gov -7 P-4 AFFIDAVIT OF PUBLICATION ifThe Suffolk Times State of New York, County of,Suffolk County, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates: 07/04/2024 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper'of record in this county, and as such,is eligible to publish such notices. Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 10 day of July 2024 Digitally signed DOUGLAS W REA by douglas w rea Notary Public•State of New York Date: 2024.07.10 NO.OIRE6398443 20:22:31 +00:00 Qualified in Albany County My Commission Expires Sep 30,2027 LEGAL NOTICE OUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,JULY 11,2024 at 10:00 AM y; 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 at the Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY.JULY 11,2024: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at httpJ/southoldtownny.gov/caiendar.aspx. 10:00 A.M.-LAURA LONDONO#7911 -Request for Variances from Article)0(111,Section 280-124;and the Building Inspector's January 26,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to existing single family dwelling and construct an accessory in-ground swimming pool;1)construction located less than the code required minimum side yard setback of 10 feet;2)more than the code permitted maximum lot coverage of 20%;located at:435 Inlet Drive,Mattituck,NY.SCTM No.1000-106-2-21. 10:10 A.M.-JONATHAN PRESSEAU#7920-Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207A(b);and the Building Inspector's February 14,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling and to legalize the"as built"addition and"as built"shed addition,at;1)located less than the code required minimum side yard setback of 10 feet;2)more than the code permitted maximum lot coverage of 20%;3)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;located at:2905 Stillwater Avenue(Adj.to East Creek),Cutchogue,NY.SCTM No.1000-136-2-4. 10:20 A.M.-2440 VILLAGE LANE.LLC.#7918:Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207;and Article XXXVI,Section 280-208;and the Building inspector's March 7,2024,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at;1)less than the code required minimum front yard setback of 35 feet; 2)less than the code required minimum rear yard setback of 35 feet;3)more than the code permitted maximum lot coverage of 20%;4)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area;5)the construction exceeds the permitted sky plane as defined in Article 1,Section 280-4 of the Town Code;located at:2440 Village Lane,(Adj.to Orient Harbor)Orient,NY. SCTM#1000-26-1-17.1. 10:30 A.M.-VINCENT PELLY#7921-Request for Variances from Article XXIII,Section 280-124;and the Building Inspector's January 30,2024 Notice of Disapproval based on an application for a permit to construct a breezeway and garage addition,deck alteration and on in-ground swimming pool with raised patio addition to an existing single family dwelling;1)construction located less than the code required minimum rear yard setback of 35 feet;2)more than the code permitted maximum lot coverage of 20%;located at:3275 North Bayview Road,Southold,NY. SCTM No.1000-71-1-39. 10:40 A.M.-STEVE AND FURTUNE MAN DARO 47'n_f--Request for Variances from Article XXIII,Section 280-124,and the Building Inspector's March 4,2024 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling;1)located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum side yard setback of 10 feet;located at:2135 Bay Avenue,(Adj.to Marion Lake)East Marion.SCTM No.1000-31-17-4. 10:50 A.M.-LAINE FILASKY ##7919-Request for a Variance from Article XI,Section 280-49;and the Building Inspector's February 5,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling,at;1)located less than the code required minimum front yard setback of 100 feet;located at:1345 Old Main Road,Mattituck,NY.SCTM No.1000-122-7-7.1. 11:00 A.M.-GEORGE DANGAS#7922-Request for Variances from Article IV,Section 280-18;Article XXII,Section 280-116A(1);and the Building Inspector's December 11,2023 Notice of Disapproval based on an application for a permit to construct a deck addition to an existing single family dwelling and an in-ground swimming pool;1)located less than the code required minimum combined side yard setback of 35 feet;2) located less than the code required 100 feet from the top of the bluff;located at 1900 Hyatt Road,(Adj.to Long Island Sound)Southold,NY. SCTM No.1000-50-1-3. 11:10 A.M.-STEPHANE SEGOUIN#7891-Request for Variances from Article XXIII,Section 280-124;Article XXII Sec 280-116(A)1,Article XXXVI, Section 280-208A;and the Building Inspector's November B,2023,Amended December 13,2023 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling,a new accessory in-ground swimming pool,and to legalize two as built accessory decks;at;1)more than the code permitted maximum lot coverage of 20%;2)dwelling located less than the code required minimum side yard setback of 7.5 feet;3)dwelling exceeds the permitted sky plane as defined in Article 1,Section 280-4 of the Town Code;4)dwelling located less than the code required 100 feet from the top of the bluff;5)swimming pool located less than the code required 100 feet from the top of the bluff;6)accessory deck located less than the code required 100 feet from the top of the bluff;7)accessory deck located seaward of the top of the bluff;located at 310 the Strand,(Adj.to Long Island Sound)East Marion,NY. SCTM No.1000-21-5-5. 1.00 P.M.-GRANDVIEW DRIVE REALTY.LLCMNCENT PANETTIERI#7924-Request for Variances from Article III,Section 280-15;Article XXII, Section 280-116A(1);and the Building Inspector's March 5,2024,Amended March 15,2024 Notice of Disapproval based on an application for a permit to legalize an as built accessory pavilion,at;1)located less than the code required minimum side yard setback of 15 feet;2)located less than the code required 100 feet from the top of the bluff;located at:2410 Grandview Drive,(Adj.to Long Island Sound),Orient,NY.SCTM No. 1000-14-2-3.9. 1:10 P.M.-JAMES HUETTENMOSER#7884-(Adjourned from March 7,2024 and April 4,2024)Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207;and the Building Inspector's November 8,2023 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new two-story single family dwelling;1)located less than the code required minimum side yard setback of 10 feet;2)more than the code permitted maximum lot coverage of 20%;3)gross floor area exceeding the permitted maximum square footage for a lot containing up to 20,000 square feet in area;located at 2235 Cedar Lane(Adj.to Spring Pond),East Marion,NY. SCTM No.1000-37-4-7. 1.20 P.M.-ROLAND GRANT PRESIDENT OF SQUEST INC #7847:(Adjourned from February 1,2024)Request for Variances from Article XV, Section 280-62C;Article XV,Section 280-64B and 280-64C;and the Building Inspector's August 4,2023,Amended October 17,2023 Notice of Disapproval based on an application for a permit to demolish existing buildings and construct two public self-storage buildings(A&8),with building"A"creating an accessory apartment on the second floor and to maintain the existing 26.8 fL by 37 ft.garage/storage building;at;1) buildings'A and B'less than the code required minimum variable front yard setback of 70 feet;2)buildings'A and B'less than the code required minimum rear yard setback of 70 feet;3)buildings'A and B',located in the HALO Zone,more than the permitted 60 linear of frontage on one street;4)building'A'proposing a non-permitted accessory apartment use;5)garage/storage less than the code required minimum front yard setback of 100 feet;6)garage/storage less than the code required minimum side yard setback of 20 feet;located at:800 Horton Lane,Southold, NY.SCTM#1000-63-1-9. 1:30 P.M.-JOSEPH A.GEBBIA AND TERESA M.DUNN#7902-(Adjourned from June 6,2024)Request for Variances from Article 11,Section 280- 9A(1);Article III,Section 281-14;and the Building Inspector's December 27,2023,Amended January 12,2024,Notice of Disapproval and requesting a reversal of the Building Inspector's Notice of Disapproval dated January 12,2024;based on an application for lot recognition and to legalize a lot created prior to June 30,1983 at;1)lot does not conform to Bulk Schedule AA;2)lot is less the code required minimum lot size of 80,000 square feet;3)lot is less than the required lot depth of 250 feet;4);located at 2146 Route 25 and 475 Condor Court,Laurel,NY. SCTM No. 1000-127-3-6.4 and 1000-127-3-6.5. 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: httpJ/24.3&28.228/W eb Lin k/B rowse.aspx?i d=935072&db i d=0&repo=Town0fSouthold If you have questions,please telephone our office at(631)765-1809,or by email:kimf@soufholdtownny.gov. Dated: June 20,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 b r 1 f Eta is(z �F J AMP Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build July 15, 2024 Re: Mandaro Residencelj� 2380 Bay Ave Received East Marion NY SCTM#1000-31-17-04 JUL;,, ZBA File#7923 Jr 2024 Zoning Board Dear Board Members, of AApeals Enclosed please find the following: -Copy of the proposed set of plans as approved by the Southold Town Trustees -Copy of the proposed Suffolk County Health Department plans Please contact our office if you have any questions or need further information. Thank you, Brooke Epperson Design Director Page 1 of 1 t 1 Y _ SITE PLAN HATCH KEY: ..-- _ - v\� - F'ROJEGT/ZONING DATA ® PROPOSED BUILDING ADDITION SITE LAYOUT NOTES_ •(�O� I. THIS IS AN ARCHITECTS SITE PLAN d IS TAX MAP 1000-31-17-04 ® MARION LAKE P� SUBJECT TO VERIFICATION BY A LICENSED PROPOSED ACCESSORY STRUCTURE _ I SURVEYOR. THE INFORMATION \ �' 1 REPRESENTED ON THIS SITE PLAN IS TO THE --ZONING DISTRICT R-40 NON-CONFORMING ® PROPOSED 2ND STORY I ARCHITECT'S BEST OF KNOWLEDGE. - T - - - - LOT AREA 0.1 ACRES 2.SURVEY INFORMATION WAS OBTAINED Nti�21 AE�/ FROM A SURVEY DATED SEP7EMBER 24, GofO-STORM DAMAGE REPAIR 2021 AND PREPARED Bl', TO EXISTIN6 SEASONAL tt37193;OGTOBER 2014 j m DWELLING PROPOSED 10,WIDE NATHAN TAFT GORWIN III C&O-ACCESSORY BUILDIN& �Z5296;NLY 1473 .m z 2 VE6ETATIVE BUFFER �¢\F\� 20 EDGE OF WETLANDS AS N.Y.STATE LAND SURVEYOR (METAL SHED) �� 0 �\ DELINEATED BY SHAM M.BARRON ,..\ LIG.F050467 2 x �nI ` M.S.SEPTEh1BER 21,2021 1556 MAIN ROAD VARIANCE APPROVAL PENDING �\ \�'•� JAMESPORT N.Y.11,141 O m«�9 ?� e:. 0 '\\\:.<:"y� ea ?\\��\;`�\\.\�:`.. PHONE+(63U 727-2090 FEMA FLOOD ZANE AE(EL.6J a O EXIST.SEPTIC SYSTEM •� _ ��.>:, ,�� \�\\:.,:\;:\„ ���', � �p•- _�' ��^��C= WETLANDS DISTRICT PERMIT PENDING TO BE ABANDONED PER \�\�\ � �\` �\\\ HAY BALES d SILT _ SGDHS STANDARDS �.,a.;.. �'w�Y\:. '�-\yRju�� � •_ ' �`��,.\\;\� s: \\ \�\\\„\ >�:. •���a\\\:;:. FENCING DURING _ NYS DEC APPROVAL I-4'13 8-0487 4/0 00 0 1; IL '\�:; '\:aY;<.:-�. _ \. .�•:�". "�'\\\\\�•.\\\ CONSTRUCTION -- - 10/27/22 L 511FFOLK COUNTY HD APPROVAL PENDING 3 zLL i\ \ ga\\\\"'1\www"\' 0 \\\\ ! " i \` I PROPOSED 5TORMWATERBEDROOMS � \ \e 'ir::.::T;:=�T '. Tom;\ •\\���\ \ j �I` I: \'-I\1 :� .:!.a�\\\ LOT COVERAGE >.�\�•\ ..•' ,:.... \;��6}� \ \, � � I:: •:F=- %LOT -N \�::..•�:i.<'<\\ \:�:.. .'..°s\ \ r\a I : I'\��\ Wl �j.i \ 15TING BRICK PATIO m DESCRIPTION(FOOTPRINT) AREA \\��•.....r .\ \ \\\\�""�` `�� - :• \ e --- �. GRADE TO BE Rt-MOVED ` -� EXISTING SHED TO \\�\\����� �\�;��l� �l� \� ;�. .�\�\ � REMAIN •\\\ \�j ., J U `\\ \ .... \\ � \1•>. 9.3'(10' F \ : �;i�:� \\ TOTAL LOT AREA bP00.0 S.P. ``� \\ > \�. PROPOSED REAR ENTRY _ ;MIN ���.�?N? \\\\ STAIR TOTAL LOT AREA LANDWARD OF L 5;600.0 S.F. 35'REAR YARD SETBACK !II \�\\li�:,.�'\_\�\��: \� .I{3\`.m:!:e ; WETLANDS Q . O � EX15TIN5 FIRST FLOOR ^ EX15TIN5 DWELLING 500.0 S.F. 14.5% li u I I I I I I I I I I I /� 7J� EXISTING METAL SHEEP 105.05.7. Ib% 5 PIER LINE;AREA OF BUILDING EXTENDED PROP05ID DWELLING ADDITION 1145.0 S.F. 2.1% lo'SIDE YARD SETBACK---' BEYOND PIER LINE 15 I -�� EX15TINO LOCATION , ✓ram 1\J e PROPOSED COVERED PORCH It55.0 S.F. 1.0% Fie t v STAIRWAY I I 11/ CC PROPOSED OUTDOOR PROPOSED MECHANICAL I.I% SHOWER OPEN TO ABOVE PLATFORM 63.9 5.F. PIER LINE \ / I 1 P. 11 O ITI SECOND J , b 2024 I-ROP05EV REAR ENTRY STAIR 54.0 S.F. 0.6% STOR EXI5TIN6 FIRST FLOOR TOTAL AREA OF ALL STRUCTURES I,t14A S.F. 21.0% \ IS'SIDE YARD SETBACK "MAXIMUM LOT COVERAGE ALLOWED-20% 15 - -rt > ST.' TQ1 ®ard ®f Appeals / \ PROPOSED MECHANICAL ®I�1r1 r REQUIRED SETBAGK5-DWELLING o o a AREA OF RAISED / \ I I ryl PLATFORM c a r, FFICan 375EPTIC / \ II MI REOUIRID EXIST. PROPOSED COMPLIES m SYSTEM;APFROX ---- uIl I o c HI3 S.F. PROP. !i - I I FIRST 7FLOOR� r FRONT YARD 55.0' 15.2' I52' 'NO PER W m e a E o MEABLE GRAVEL I I I! SIDE YARD 10.0, 6.0' 6.0' •NO o o !R c PARKIN& it II B n Lao E (3 432 S.FJ a= c 11 I I BOTH SIDE YARDS 25.0' 393' 515, ( YES o,=, iO3 c z zfooz z REAR YARD 35A' 445' 445' YES G�\O II I •EXISTING NON-CONFORMING;PROPOSED WORK DOES NOT EXTEND PAST EXIS71NO o zo r \ / PROPOSED 2 STORY -- I T I \OCJ .99 (i J� 5 n '.1 L-' Ir�f ; NOx�ONFORMIN6 SETBACK g m g a g ! \/ ADDITION W/ _L , I I / ` II a ao M. ' IO /\ COVERED DEGKd ' cIN I 1" r_..._.-______- ENTRY STAIRS: O O O , I I �I --1 / \ ADDITION TO BE �� tI JAII 3 1 2024 '% SOUTHOLD TOWN GODS 280-207(A)(I) o 5 EXIST.LP TANK)IL \ CANTILEVERED I I ��_ LOT SIZE 6,000 S.F. '4L1-6FF � (NEIGHBORS) / \ ' I (a)L075 GONTAININ5 UPTO 10,000 5F. 2,100 S.F. o J o , PROPOSED 6FA= 1,358b S.F. L `! ------ ' -J EXIST.WATERI(S EXIST.WATER , PROJECT: VALVE ------ --------------- --METER------ ---,---_____-- ------ DRAMAFE 5Y5Tf310ALQ CONS EXIST.WATER EXIST.OVERHEAD AREA of x2-FAIW ROOFc -r4-5E.-STO5F MANDARO ELECTRIC WIRES Ipw SF.x r RAl1�ALL Even v R43 GF-STORAGE REO.V METER �EXIST.SPLIT RAIL FENCE LONTAOTORO-41b5TOFIMl 62LHA1- FFOVWE2.ggCFANT5TMAV E RESIDENCE (6)CONTACTOR G-4!!D UNM FROFOrEO+IT9.94 OF-STORAEE PROVIDHJ p�j�7 }��(�i (� FE4RIA6=SYSTEM INSTALLATION NOTES 2135 BAY AVENUE HI"f R�-`e-L.V-i; r - EDGE of PAVEMENT exlsr. A KNIK44 OF KA�S�CZ UW UN SM W, MC EAST MARION,N.Y. AV6. COMPONEM5,LEAGflM FRIDf,SZHM C4FF*M NM AND TIE FLEE OF CRAVE BOARD OF IRUSTEES AMINRF[MOAFT �TION15REWRW BEIV STORMA DRAWINGT1TLE__ BAY AVENUE CNAr�e f RaFaztt LINES TOWN OF SOUTHOLD STaR•b., crvaS SHALL BE INSTALLM be MINIMM ASCVE THE PROPOSED SITE PLAN (PUBLIC WATER IN STREET) mstEsT FmFm eJ 6w=WDHI.TER M"ASOK DATE Feb�U f ? - C NWt IE x T ALL 6VTTIIi LEAVERS TO APMT STOIU44ATM CVAu- PROJECT DATA -J--o�a y--- EDGE OF PAVEMENT j IJ' _SM PLAN NOTES. OA' SM PAGE: 1. PROPOSED FOUNDATION LEVEL TO REMAIN AS STORAGE ONLY 4.1' S DA 2. A TRUSTEES INSPECTION SHALL B .6'E 4 SM WATER IN LOAMY COMPLETED PRIOR TO THE INSTALLATION SAND WTH 6RAva OF THE STORM WATER GHAM5ER5 by HATER 111806 -,B. ACCE55 FOR ALL WORK AT PROPERTY i oATE:OSJ29/24 1 OF 3 SHALL BE CONTAINED TO PROPERTY LIMI75 ONLY SP' WATER IN MIXe7 C'`�¢ED"'rTC EDGE 01= IAIETLANDS A5 LOCATED BY NATHAN sArm KITH GRAVEL ;? Y Ia.n�� ON JUNE 6, 2012 N G O� CAF1t�NT5+2ROLrIDWAT92 �"Lr:r'tiYd �''• SITE PLAN �4.1'13E30W ,F 1474135 SCALE: 1'= 10'-0' CF NC'� REAR 5 1BAGK REAR SETBACK 13 PROPOSED - FOOTINGS(IYP) W I N N O I PROPOSED BALCONY IN LINE W/ N m s" "' 11 1 I I i l l I u Q' p �-H'-4•�r3' .i In Y EXISTING,FIRST FLOOR WALLS N p ++ N O NEW .D D DN.' 20-6 ix1A}00 PROPOSED :}-'r______r 1 - _ pYp�-. {3'{• -- _ _�_- •-�Y� 965�. n 0% �N CO PORTION OF II I I I i 11 BA l- '` tf1 Q AL - m 0 ADDITION TO BE II 1 I I II �- EXIST. IS _ -- -- O o"$2 CANTILEVERED I I 1 I PI1- MUDR'X7M T'O°- �n �� I N O m PROP. o I I i I I j II PROF.OPEN -I ITK GHEN RO OUTDO OR fl1 PROP- FOUNDATION;FOUNDATION;IH'GONG. PROP.DEN p)q SHOP ER -- - PROP BEDROOM I - II PWALLSERS�BREAKAWAY _ _____ SA 13q Sr. ' ,p Qr ❑ iEl ;❑, I _ - `ry - I - NEW ,0 U EXIST. _ I i i 1 i I I I li m ID NNM I i m _� �2b S F I I i I' I I I 1 II L_{❑i I __i�Iii IIj❑III Ii❑I 6 K f � _ 2XF-). FROM SEB I •,-I - -2-IFRON SETBACK, NEW EXIST- DK B •U- REMAIN I I I PROP,FRONT O I I I� I i i I li I caP� m EXIST.2'XH•GJ. I p i I ^ •� I L J I 5 o Ib'REMO.CAIN _ I I l 1 r _a0 A T2 REMAIN NEW I I li I _ I Exlsr. I LINE OF FIRST EXIST- FLOOR -- O I EXTERIOR WALLS \\ I Q II I U I I I B EDROOM I ROOM Received 11 I I I i II -PROP-WOOD I \ll _ i MA PLATFORM I i JULIA 2024 L_______________ PROPOSED FOUNDATION PLAN SCALE: 1AD"= 1'-0° Zoning BAard Qf AppeWs o a � f PROPOSED FIRST FLOOR PROPOSED SECOND FLOOR _ 0 SCALE: I/b"= 1'-0" m W - _ Hip �h W � E Htl�l'i��7 ,��yOVEID r BY Ovr000R BOARD OF•IRUSIEES s -moE @Ho1�R TOWN OF SOUTHOLD 201-6' EXIST.; i w N'N4 a01 DATEFe.6-,,Aary 13, aGAy 0 AST EXIST UST. -- ^ �iB H. MUDROOM G� "` o MODIFIED a EXIST. ,\V EXIST. (3)BEDROOM o S - i€:a; PROP-Fr. e C/ EL.-10.0 24"0 LOCKING ACCESS COVERS w/' ADD PILL TO INCREASE GRADE '- "I 32 AT PSD. EXIST. V RICOV PROVIDE TH FIR ARY SAFETY 1M HEADER E TEES/S REQ , GRADE TO REMAIN LEVEL FOR 3'-0°IN ALL PROTECT: BEDROOM GONERS SI?1E/�TH PRIMARY COVER FOLLOWED BY REDUCERS AS REQ.b - (TYp:ALL RIS.RS) TO MATCH PSD LATERAL PIPE SIZING DIRECTIONS FROM PSD.3 MAX.SLOPE SUITE M- MANDARO OUTSIDE OF THIS PERIMETER.SEE ALSO SITE PLAN FOR PROP.GRADING,CONTOURS. RESIDENCE PROVIDE POLYLOK Pf 8 OR ZABF1. INN.EL:OH' 2'6 SDR 35 PJG OR EQ. -,y AI600 EFFLUENT FILTER(OR OTHER L.T.2'XH'F.,L APPROVED MODEL ri/LABEL DISTRIBUTION PIPE;MIN.PITCM i':I 0 16'OL. INDIGATINS COMPLIANCE r✓N5F Mlx 4'O SDR 35 SLOPING,BACK TOWARDS I/A OWTS 2135 BAY AVENUE STANDARD 46 OR EQUIVALENT) PVC OR EQ. EXIST. Hnx PITCH#•:I' EAST MARION,N.Y. N N, pRCP 6R b°MIN. AGE EL ®PSD=32' I _ DEN _ 2'-6'MHAX. EL._O-9 9 I•-O°MIN. H COVER] SURE BOTTOM ADDFILL of P50 2-0"KK ABOVE GIN. DRAWING TRLE: EXIST-2'X6°L.J- I EXIST,GRADE EL.2.B' 2'-6°MAX. G I6'OL. p CO' - 10' IO 6 _ y ! Y EXISTING FLOOR PLAN PROVIDE PVC VALVE 13OX HOUSING 90° PROPOSED FLOOR PLANS VIT- L _ LONG SWEEP ELBOW w/THREADED END GAP 1;;?::=. MIN.4'O SDR 35 PVG OR EQ. - �-- n Z LATERAL FOR MAINTENANCE C INSFDGT EACH PROP.SEPTIC SYS.SECTION EXIST. Mix PITCH j•:I' FLOW LINE �' -�` J _qq�. r HIGHEST WATER EL. I LIVING CONNECTION; - m 1 a - ! 1--I I,_--_/_-_ _ 4 GROUND WATER 13..=00' -.-__-1 - w.r-_ _- INV. Q 1_J _ __ "_---_----A- ---- _ -______- GE ROOM NEW HOUSE ',Y> EL.-I.1' a , 2 PA it rL5 + QI INFILTRATOR ONGK4 PLUS SLP EXIST.STUDY 1 Q I + v GHAM5EF S,AS PER DETAIL SD-2(MIND INV.EL.13' y, B •- i 1 PROVIDE CAST IRON PIPE EUILD, IN6 21-01 Mix FROM E7)ILDINO P.GONG. -mP�S.::._..::�': :.-`:' •:.:,_ -..�"-,?,b,.--.•,�.•�.`.: ?-:'" 'I'(W)x24YL)x2S(H)POURED CONCRETE PAD(4jDOO PSI MIN)`+/(2)ROWS DATE 10/30/23 2 OF 3 FOUNDATION WALLS - - - - (TOP BOTTOM)OF 45 REBAR®9.OZ.(BOTH DIRECTIONS);ANCHOR TANKS TO PAD.1 NYLON STRAP5 PER MAW.SPECS.EITHER INFILTRATOR __ Y CONTROL EXIST- ,.s,. •--'.- STRAPN G ASSEMBLSTRAPS Y trANKALL BEBGS-KIT),OR OTHER TOMI- GIALLY AVAILABLE �REDAf?o Dx I STRAP SYSTEMS MEETING MAW.SPEC-'S AS LISTED IN INFILTRATOR'IM-a GM:>02IE5 TANK BUOYANCY CONTROL GUIDANCE'BULLETIN. (O N5 O EXISTING FIRST FLOOR PROPOSED SEPTIC SYSTEM DETAIL SCALE: 1/8" = P-O" SCALE: NT5 G.7405 O� CoF Iy��y ll 'E YfD w CS o a f o PROP.ENTRY i- liT-11,11" L'STAIRSf L �I17 _J. 111JJJllIIIIJ��� I "III IL J liiA .�L `PROPERTY ---------— - __ I —_ - +'LINE -0 ED6E OF- _GANTIt_EVERED--- f U { AS DELINEATED BY -_ ADDITION- - - SHAM M..BARRON,M5. ____--_ --___ -__ (D �Y�1 SETEt5L-R 21,2021 --- I------- EXIST.AVERAGE GRADE - W NORTH r (STREET LEVEL) •- PROPERTYI LINE t ._..� ,.. „��.�,,,-• - - -"�_- dll-III-r-11=�':-r-III-in-III-11�_,�-III=uI-?ll_I1�=1-( Ju-,1=1L�11=111-- L-I�uI_I-uhll�_IL-n-11Ldu- -1f=u-T�n,�VEILn1-111�!1=11��1_ �u-n �2B' f1L!u-1!LJiu u-ln-lruHlu-u:-uLJal-)u-1f1-1lr-ul-llr II-11Lir-Ili-n !*ail=lu�llIL=I�!u-nl�u_-11=uili=i1lu�lll=1111u1-nl-:n U C EXISTING FROPOSFD OPENEAR ELEV.tOA' L NORTH ELEVATION (LEFT SIDE) "' 13REAA AKAKANY WALLS Q a SCALE: I/H"= 1'-0" PRGP.RIDGE HEIGHT(FROM EXIST.AVG.GRADE) +338' - u L r IJi' 11Lll�'lu t,1,} I _ 1 J PROP.BALCONY trr' U _ ®�' _ ,.I' It � f - - .. � � PROPOSED FINISFED SECOND FLOOR u �J IL, I o g t 1 Lill .� 13EV.rIHB' =PROP.MECHANICAL Q g� °d ❑ xl ,1 yJi. L I PLATFORM(WOOD) S FiEV.OSEDA FIHISFED FLOOR - LJ d I— 1 IiL �¢ n_ J (f,��1�J� �E O _ u '1! 'I;i; FEMA DE516N FLOOD ELEV. YI H i I- 1!1_'• ll JI �ll �7�-�j STAIRS PROP. SHO ER(OPEN TO R II .'.d (E f- -il__' fI {i_-_ _I ELEV.BHA' 4 1i& - ll "-'" _ �. a I NAM7AL OF m C U2, Q A90VE) GRADE $ Hui; u a � FLOOD ELEV. I - I �sw,- F A -_ _ PROPt32TY _g Z _ _ EXIST.AVERAGE GRADE 111 Il 111 f1_'II-III i:hn-tII-III-uI-I�-u�- iCl�!-!�1 ��1-!1 111 L�1�!-1� I�uHn lei ul lu 1 +2s -IIt IIL-III-II-111dIHll-III 1H11=11 n-Lr?li nlInJu 1n-11!-1J1 !uIIJ!I-u 1:1-ul�l�n_ LII III! III-Ii iI�IIll II 1I!�, .IiI-III_llI IIt-I1I_!i!-111_IIi: IFl(1=!! II-{I 1IICII- ILAll-!I-1I�I11-pI_-ilkd-lIhI1L=..l!I-1II ICI 1II-1II III�iiffi I11-1!I-!1NII II-1It=1n-1Ii-1II-Ii-1II FRCFERTY FROPMIY ELEV.+O.O' EXISTING b'-O• w LIKELlt.� NORTH PROPERN EARTH EXIST- c c EAST ELEVATION (REAR) WEST ELEVATION (FRONT) SCALE- 1/5"_ V-O" SCALE: 1/5"= V-O" PROJECT: -_ - - MANDARO - = - RESIDENCE APPROVED BY 213513AYAVENUE ��- ,, PROP BALCONY BOARD OF 1RUSTEES EAST MARION,N.Y. TOWN OF SOUTHO 'r�Y DRAWING TITLE ___ �?IL+1 J�1 L'� DATE Feb rumr� 13 'Zo'o y PROPOSED EXT.ELEVATIONS ( PRPROPERTY LIIL- i' /I,�[t�q larmy PROP. td L I 1 ,,1i1L' ,• I t_1 Il, :1i J, STARS MIOODI MECHANICAL FLATFOIU'! (1'IOOD7 LI n it_ )f II 1 ' l-LI s:IkERR(OPEN To /.VFE - I I -- -- -- ABOVE) , DATE:SO/30/23 3OF3 Y ELEV.iH-O' 4 EDGE 1"ETLAt$J� AS DELINCATFD BY SH AhTi M.BARRON, OF MS --- - _ ----- - - ---7-TEmem 2I,2021 BRED ARC EAS - -y- ---_ -_ I- 'I!- 1,_�^ - ; PERn LINE -119l-N�{I i11 Id] �III;_'i11 91 11 1 IIL�111 I1�IFI11-'II Ilf-111'I�, d-'I 11�II} 141 11 IJ�11141 111=11�IL II?_.11l! L-I11_+!I,_j11-!I,=,, ?i:__.. . I 111 111-7f=I'm',=1i1�!I_119 III=11LL-JILII.(II III 19-1I-Il I- -I 11 DTI_{II=dIHl1 11=I I 111=11-III-111-JI-!IIJII 11'-II-a1__I, p_ ti Mf- - PROPOSED OPEN BREAKAWAY MALLS SOUTH ELEVATION (RIGHT 51DE) N `''4� 9p 03 ' -1 Apt SCALE: 1/5"= V-O" ��Fli I \ _ 6�'NER4 FEGV RE*2nT5 1�4 0WF I-_ NK<NN5TALLATION STANDARy$_ S�.RIZ D=ii W ortA NF D N D.� N $ITS CATGUT NOTES • I.'lle Wtalb•mot In1a a clrrert Ll p d Wmtc Llwroe pursnIt to I.Iretall I/A DwT5 taws a xptk anti accadhg to mmulactimer. g CM1 battens-11-ra[allcd ro more Nan SO'-- � ': PROJECT f ZONING DATA..., '+" `" `'" ` I. TH 5 15 AN ARGH'�TELT'S SITE P-AN a 15 5uflalk Lttmty Lcge Llppte•563,Mtkle YII iScptk Industry ecamleMatias wfiile cgnlaming WIN[Mse etgrda'tl.All d M1avc b•mmlmm cover above[M IeacnNg ? � '�t Z � � ~ a JECT TO VERIFICATION BY A LICENSED 1 BusWssxs)tMwcf, SW+o1k Lcunty Department oP Lobo•, applicable recammerdalon prov'ticd 1'J Ne mawiacWer shall x trvcare.me ever Dose-,ttc PSDS L al sea still be m Ne • TAX MAP c 1000-31-1i-04 SURVEYOR. THE INFORMATION p• Lkensicg and Lo •AilaW,pwwrnt to Suffolk Lamty Lode LnplemcMed. a`g�rol mtive sell.T emh beet--It be.....Ile.-1-I � ���. REPRESENTED ON THIS SITE PLAN IS TO THE §563 .The Deportment of Lobw,L<ere ro,ara Lorocmer Arrays hs Ilon of the PSD components. •�K �/• ZONING DISTRICT R-40 NON-CONFORMING ARGHITEGT5 BEST OF KNO-1- a maNtalns a ibt of I'I-—I/A ONT$MaMencrce Prwba•s. D.The I/A OW5 taM•scptk:oM,sYali ba In>tdlletl at level h all Q/ 2.All I/A OWiS rtwt be^c tcrctl wiN tM Deportment h tltrectlonI(.I,,g mgxmum lolerome Ir any dl•ectlon of•/oor ].Helte-.11M11 M asperxe!Hough o ECH 40 PVL a HDaE Y � • ®� �.'•'�� a�"+ - y" „ -�-� W 9.e qurntcr inch)a a mnhr,n 3Wn twck bed o1 properly leveled ad d'stru,vt or opt rcwcrk kkk' e f LOT COVER AGE„•.,,„__, 2.SURVEY INFORMATION h 5 OBTAl1Ep W admlce wT,l AM'ae 1-of the Suffolk.aunty-It"Laoe wmpgcted eaa!free from rocks)o•pep T-1. 1 < `dj FROM A SURVEY DATED 5EPTEMBER 24, J (E pr�lor to tM Department grrnt'rg certlficatla oP completes 9 Scboule aO PJL or equivalent sweep euxws eMi be'rstplled f \"e- '1, • i %LOT 2021 AND PREPARED BY: D) tructbn on'm wnt'plan 5 I/A OWTS Tape e 1 be prwldea wtn a e"It,a2bt.A I-[He de.,era oP each I O 1el-,to allow mc'n[enorce and rAY YJ r • DESCRIPTION(FOOTFRINT) AREA Q +' N dbtrlb'tbn box/manbb or dbt•Iwticn'caching>trveture may be N.pectlon.A.laeertl 90'elwu-1,t be,eed.Cl.->wecpe �' - COVERAFv- NATHAN TAFT CORWIN III a: O Lf) 3 An exccume Operation gntl MaNtenarce GOMrgct between the ra all> Noma wiN multbie bath Vueeure>vnicx a elbow Ord wIN elNer a ball valve er a rtalc Nreccee ompter rcquvcd ys ug s / ••a` ,f��-`/ N.Y.STATE LAUD S.4VEYCR 7 O MOWcragc Prwlcer ara Fropatyy a roust be eu4ritted to tro oltcrmtive desien 1s ooawes ty Ne Deportment. Nreadcd cap.Ne tnreaaed ero doll eccemmowte ottactment of r-.p. �.�,,•' TOTAL LOT AREA 6,000.0 S.F. LIC,•0504E"1 O O Ocpatmcnt pr'a to approval of.}a I/A OWTS rcgbtratla,b the a reeki.cl Mco namurnig wvkc A �� ��� 1586 MAIN ROAD - -O Dep rotor in ccrdame w1N Mticic i9 0l Ne S,If7 County 4.All cutlets Ircm the.code ta^k mot I:I provteed niN rn ie• /1 TOTAL LOT AREA LANDWARD OF y _ Somtwy-dc.ac drop'T'a ea IvaleM cpproved bofl.e cxtcmno FRo LM U9 0l 4 A minlmm epgcva between PSD row>/bercMs o1 2'shall tc +` OA S,bGGA S.F. JAMESPCRT N.Y.1194T LD�: oro�toNee.P5e t•cnch wiolhe ad Ie the eMll rot exceea 39•or 1'{'•fix•'m 2 WETLANDS PHGNE1(651)1.I-2G90 [M>c tic tale f d ee tn.Gm ticfoctlon bWlles ore r9 {s. •/✓ �s�y O C 4.All Wta11w I/A OWTS oro regvk-ca to Mvc an Wtlol 3-ucg^ reccmlpierded Ior�Nstgiletkn below cmh elllucnt oro R'. Ee'•esocctively. �(.> •\'✓ ,•`�i.•� Q. oro-rcMu ob gpaetkNma rtcnarcd scrvkc ea4act.Alec:tte p 5L'BJECT PRGPBRTY { �f>•,`t-L.c.<, f EXISTIN6 DWELLING e00.O 5 r. 14.3% T f0�p V h 3-yca opgrot'or atl ncNtcra,ce xrvice centrmt Ms 5.T,e tap of Ne 1/A OWTE tank a ecptG lank shod not be I-etco 5 PED'e elol be tloeea ra mere ttm C.,golloroSF/dose The me - X 7<V expo- ,property omcre or o coed to molMah rn ooeroe er greater Non 2E feet ale»than oro foot title.f.a1 grotle. ..croroc m>emdLy N[M dasl,g ern,s 11 be pr Ior wRM1 a p 9`� EXISTING METAL SHED 105 0 S.F. I.b% O O ant mghte-farce cor,NaGt h dmcc wiN Artick 19 0l Ne crock valve a me Mnlcal dbcomect Ircm LM o.+w to the \` / 5uf1o1k tarty 5aneay Lode, b.At a mNlmum all sanpling nomo es snarl M1ave 20-Inch cwereo d'scnorgc ove+bly,roacnable ultlun 11 •of Hnbled erode,and a PROPOSED DWELLING ADDITION 116 0 S.F. 2.1% O In s>opele to grade faceted we•M Inlet eM outlet. valve Lo M1ybgulkol'y xpaate tM Chamber Iron the PSD. • ✓` O m j 5.Worn rn I/A cWTS requres a vent,Ne unit eMil be vanlea tg Nc Lwcre eMll be either 20-loco oigmetc•waleMlgM rnd _ FROPOSD COVERED PORCH e Q a Q oor of Na res'darca being served.Vanttpplpae snail exeeM a (roe t roof lock) L Wr covcro a Ncrma b.p.ma>wVfcl Core t.PSD Pollow wn-tl,-doseo swtem "�, 58.0 5 F. O% c p n9 cos plastk coven e< Ng a �x ^� • y STAIRWAY I NLwm of b metes gbwe tM roc!Ice M top of LM vent fhal Bade.All cover.>MI'be deslgmd in accadarce MN xctbr shall be w'ree on Ne some elecNlcal eVeule o>Ne I/A ONTS PROM05ED MECHANICAL 'II,hwe a minlmun ror.zontal xparatbn of 13 KMs to the g-III of thb ataraad - 1 seopcd patbr of tM•col.it cmcs wtcre it b not prmdwl tc T P,mo xlcc:lon a Ie` shall be vcrlf lco a IhaI- by I/A OWS \ .`� PLATFORM 63 9 S.F. I.I% [the system to tro resiaercc root,a vent pipe may be p pod to T.Worn.amplNg momalm ore opprwcd to be irotalicd N a refer,dcsigl prmentetl utilizes tM.tonsard pump size speclficd ��r������ y. �T-tl- 5ED REAR ENTRY STAIR 34.0 5 F. O6% /1\ Ne exterior of tro re>Icerce eM termNpte a minlmnn of IB IPe. Glvew the maMole snail M deaf d to be gi,I/A OnTE maNactirer la typkgl cpplicctkns Pvrps snail ba �/ �/ �`ff11 `V oy a pakNg arcs gro .® 0 above arse oM at cast feet from prcperly Ilms.TMsc vent Ilelk beairg to meat+he requlrornMs of AASHTO H-20 a o ra awbe 2'01 pressure Mw at LM tlbwi ero of torn AREA OF ALL STRLGTURES T4.9 5F1 et fr0sruorocro, uoreanaresidualMw to wpb Icuo LOG?tTION MAPL way and mG>L LernNac wHM1 p Gabon Niter device.All vent nnsFo when ep-a pmeee 1-d.LIIqulds w1Nin dlevkvtlor aystem pees Duet Fora a minvrum d'amcxr el 2 rche.. B.Thc outlet Nvart cicvatlw ehal be a mh'mum of of foot below .M11 i ow o:minlmrm a xmsm vet Hes of 2 ILAecmd e 9 ••MAXIMLM LOT COVERAGE ALLOWED-20% nstaumlrn ara ux of the I/A OWiS must conform to tM b1O filet Invert elevaebn rt/secoM,respect'vcly a SCALE:NT5 1 l Do to apaoved 1/A OW'S (dance tlocwnont ebe di T 70 pain 7' preprnw N 9.SarplNa ma Hobs sro'I(lave or n sorter d 2 feet a m B PSD§regvtre ova'pumps to be in>talletl when system H rot DISTANCE TO WETLAND5 NOTE to Ne.tandads far Approval end thn t S,. cf Wide rnca d 2 loot b.2 foot. dc>bretl is flaw ty gravity F Ne event of o orro ra vre,a Men - ImovotNc crd A crnatve oreitc Waetcwoter Treatment System.. Ne PSD Borten'.1g 11,—g>part N rn I/q OWTE Oar cgnt•cct p DUNE E TO EDGE OF No ACTLANDS v O There sho11 be o maximim rccntbn dcpN tclaw Nc wtict Nvert n a cmcs,p°mps stem have a . level girnm(for a,e1-pi.mp (DELINEATED BY SHAw'N M.BARRGN ON SEPTEMBER 21,202U: a M1N1NUM DE515N RFD,4ErENTE elevatkn of six NcM>. >utcros.Nc mcM1 ever sha11 also trot tM>ccrnd pump)ara ce -FROM EX,ST.SEPTIC TANK:26110 3' , ,fit/•y DNELLIT6 W J I I/A Cw a e tk°srlke ero'(be eorotrvetea o1 t d�elgrea Icr I—,,pret-tlon.Fer wo1-pump systems,en -FROM PROP.I/A OW 5.-1-!2' \ '/' (�(� s c prccm II,All xuer ppe peretrctioro'r the scmplra mcnMle eho11 be elecvoric cortrel capmic el.eieeeNg Ne fete tore rail ce -FRGM EX ST.LEACHIN'6 POOL 4.T' `MARION LAKE P• FLELIG WATER +� I I 1 c a,f-el ss,palyethytere,pelyprepylem,thermop oseks,a wateMigM1t, provioca. ether matcrb s'r accawrcc nM Dcprntrrant starlwrm ant -FRGN NEAREST PROP.PS 23.1' EXIST. 1 ,�P�/• ' ILNYGRR,Appel—i5-A Tta v.e of steel Larks b prmibltcd. ELEo$ILAL�Giy4ET�N5_ 9 I Nenspat pipe requhes aainoge site,each pump evert,g ]EXIST./a'm Weep hoc eM11-placed N a locaticn w1thN tro dbctorg> DISTANCE TO EDGE OF SOUTHWE5TERN WETLANDS 2 Men a/A oWTE rcqure>a septic talk fa pretreatment:1c LANtROL PAI�LS� moL that al'prs for GahHaack.Spray from tM ueeo felt shall (DELINEATED BY NATHAN CORKIN ON JJNE 6,2012): 534°I2'40'E / ' _ bGDO' EL=0.9' .eptk tmk 1Mii be desbmo'r actadarcc wHF xctbro 5-Ic-1 1.The control ponei box m.e!be placed outsiee on o w;table •c tco oww,+rpm ecn>a>e c b II t ,spat pipe slopes -FROM EXIST.SEPTIC TANK IG3.4- yY U ant 5 I-01 IhIm>trndatl pIdeetal roar the.truc4ro toot It>crve>.AltematNely,tM pax wwcrde g PED having a lower elcvatbn Loan tM w>Irlg Nark'. -FROM PROP I/A OW•5.565' c box may be oro .d a a out?da wall of tM.trvctlre(preteroble mex nun wafer Icvc 1,a eMl-siphon wvlcc snovlg x in>egi'co w _FROM EX ST,LEACHING POOL.126A' O 1 O 9 Mlms otherwise>pec'I'ed.Ne IemM1Ng strvctire/.utem Nat a utlllty room,ant rut a I'vNg.peat),oNcr Igcg[lon>Ior mountNg :Ior oarp dbcnrngc axcmbly a at tM hgMee po M in Me pb'ro O NATIVE SHRUBS PLANED I...an I/A OWTE sMll be deelgned N occadace w N sectkn the aporol box will be ccnidercd b tM a -FROM NEAREST PROP.P5D:bbV O 1 / y0.4 b I O _ 5-ant 5-Ie of lnl..!mood -ee oro MN/q D 5 more acb"rer an r syeten O / �� O 5'-O.ON CENTER, Las-trj-cmc pproval PROVIDE NATIVE •� O.Loa hoar w tgxen to cn>ure all Nero at Ilroe Go1n P EDGE OF WETLANDS AS i-�TLAtD SEED MIX A.e a mNim m,oil eel OW5 treatment rats a sere tanks stol 2.The ncme of tM I/A CW5 per hwbcr nv>t be clealy pmi:Wely Transport Ilms above tM host depN>MI Gar a+te- VARIANCE NOTE: DELINEATED BY SHAWN M.BARRON Mvc 2O-Ncl covered access opcnNgs to adc lacatetl over tie bentilkd on eM ou:skc o1 Ne pone)and Mkde a pM1om r each Cox a be Nwlatcd(1I not possible b Gcin tranxat 1Ne,a DUE TO SITE CONDITIONS RINT OAN LIM LOT AREA, N5.SEPTEMBEft 21,2021 y et one outlet.Lovers sMl1 be ciNer 20- h dkmefer wasrtignl to contact N coat o'olonn. 2a'nhlm,m bi.rbl aw 2•mNlmum thkkmss x 24'nbe e+:pareed E%'ST NG BU',LDING FOOTPRINTS.AND HIGH GROUNDWATER,THIS 4 Q Oct-proof lcekicg coat Iron corers or Nermoplmuc coven •i90 palyslurem plmtic Wulatbn above Ne ppa is regwed. APRLICATION INCLUDES A REOVE5T 5EEKING VARIANCES FROM _ K Z at INe aTw Al cov sorb ctNreys/risen sM11 be dee'grcd h 3 E,+tcria panel piammant emolcs[M>ystcm[o be servlcca at THE FOLLOWING GGNSTRAINS TYPICALLY REQUIRED B'r DWELLING w/ accord a wYn section 5-ill of Nor et-. ay time,ellmNa[Ng tM rota to attest Ne Wide of Ne W,." 11 Coro eb ba Laken to hstall Nonpore IIm N a imda[rted e�ppg: I O J FUBLIC.HATER I TM sex must be w'tnm vbw of Nc ey>tem roc -w M o Namt wt[am a rot'a ever-ey.If trench wttom s oro•-d.g,a - K 5 Worn g)/A OWTS or eeptk tale b appreved Ig be tr>talled in a facihtalc aperanon axf maNtereme. 'aycr of I•mmr_cane4uction epovei or I•crushed sTem still be R the r,It sM11 M des aKVor peel prmeroe o I) 2=DI.CED MINIMUM SETBACK BETWEEN PSD L BUILDING ON G away or pakro o•eg Igr,ed olocee to br'ra Bench toe 1bd oradc.In tro f EXIST. WLo11ed to wele.M He--or.20 lowing m-,12-1.by 5 The ethers!F-I slel be alacee at a ca.,+ertYtie lelehe Ior rube^ other aU tacles,lM bma area mot be SLAB(EXISTIN6 SHED),W-F!A REDUGTIGN TO�g (1 - AA511TC rFEMa)lbw:ero rc;'U Fccera Emc•acrc - t Aac euwc „cow,roots,a J r ------- In ace y ramacmcn -ny tea m nexssorc a backi,llca niN o maxNur or 10'cI SEPARATION BEING THE GREATEST REQUESTED(IG.O'TYr'J. EXIST ShED b 6atme ar'raan s^a 1 not kz cermttted wren m 1/A OW-S b q rcncrts. ^ ASTM.0-93>aa!g Nc 0-cncl bottar.dcsla elevator,arc Hen :2)REDUCED MINIMUM SETBACK BETWEEN P5D 4 5TORMWATER (DRY BLDG) utiiaea ore mean.al eewoae orb i tack+111ca w1N move Boll moterlol. CHAMBERS,WITH A REDUCTION TO 03'SEPARATION BEING PROF.PRESSURIZED SFALLOW pass 6.Tm paro)stall meet Netkml E eetr'co1 ranulocG.rero THE GREATEST REQUESTED(IOA'TYP). DRAINFIELD LEACHING SYSTEM 1 ON CONC. 4 e' _ _ _ _ T,alter eortrne.s stab rot disclarge Into a 1/A eW'T5 we Ne Pesxbtlon(ISMA)ax spcurico[bns 3/REDUCED MINIMUM SETBACK BETWEEN POP A OVER W(2)RCWS OF(e)INFILTRATOR SLAB (10'MIN ---T T T T T Dcpaartmcnt rccomrero>water eoltemr bmkwmh w connected to T All bcbw ga wirly mst be run N e1ccN1ca1<aavit.Thc NOTE: OF DKEL_ING(CANTILEVERED ON OPEN FOUMJAT�OI, OUIGK4 PLUS STANDARD LOW TYP) I O I n I n I n I n I I EXIST.BRICK PATIO 6 a gmeptwlc to Torm a V111age bulbrig ormit mot hwe approprb[c stab to prevent gmm as mebture I.FLOOD MAP DATA: 5Y$TEM%,WITH A REpIKTION-O 2.0-SEPARATION BEING PROFILE CHAMBERS,MAINTAN 2' GRADE TO BE REMOVED Departments wall Ircm rcacnl.g tM ccnvo pares apmuen wxe.. MAP e,36103COITH THE 6REATcST REQUESTED(5A'TYP). MIN.BETWEEN ROWS /� ----�\ I V I O I O I U I O I I MIN. B I/q OwF rinks a.eo[1c tmb>M1a11 be watertlgM and 9 Eacn s stem s 11 ba eovl to a furctlon MAP DATE.09/25/20.J9 4)REDUCED MINIMUM 5ETBAGK BETWEEN POP a WILDING I EXISTIN6 STORY DI-.'ELLING cerotrveted of Bond crd duraole materlab trot are not xbfect to wh;ch w11i activate aaRle opv'em1 plans Nat Ga nwbe read fan STAIRS FLOOD ZONES AE6 6 A_E-I FOUNDATION(GONGRE'. GRADE BEAM)WITH A REDUCTION EXIST I I` 1 r�"-�--'•L- -J--t-1--J__1...{J I 8/SECPROPOSED ND STORV'BALCONY exce»Ne cormkn a decay seen and Mad by tM wcupems oI the bu,Idn xrved.Tie 1 TO bb'SEPARATION BEING THE GREATEST REOLES-BD 93(O' I 1 1 Depatmant re---o ta,emeVu dcvlec be Wtalled to 2.51TE PROTECTIOW5ILT FENCING TO BE (10.0'TYP:. 1.=26 I I I I I I Miry,TYaJ I z HOLSE LIFTED ONTO ppEN I 1 9,q11 talks mse be woeertbM.T�eme[Mm d erourNg rooks ore owkb umcdlate rrnate a am mi Ikat'or to tM OeM provider INSTALLED AS REGUIRED BY THE TOWN OF 1 W I I I n I I FOUNDATION PILINGS 1 waterugm.mn oe mtror�SGNm h5 ar water pre»we eeerrg ver Moor I Iti I I o z metMd>a>}clow>, cd by t ogccmcnt SORHOLD. 'i I w w 13B'TO D.H. F eROP GRADE CONTOUR LIKE; I I I I (5 MIN.TYF) EXIST.SEPTIC 515TEM TO BE to.Vacum,test'ro:Eeo1 LM cn tail-o1e 9,cSAaTx°'+a unld'me rot ores gree to I�ew o)gwlty ore 5,SURFACE WATERS OR NL=TLANDS ARE I I - ANOOKED BY REMOVA: pry Opp y a vmwm to ici.r race eo be eolIpp-wIN a control peel wiN mew di NEW GRADING SHALL NOT 66 TO r____ _ __ _ PER SCDHS STANDARDS (a)inchcs(IOOraN of me•cury.The talk b approved 1f 90%or cemect ortable LOCATED WITHIN 3C0'OF 1-IE FROPE¢T" EXCEED 1.3 SLOPE(TYP) I I N I I N I I IgpE I 1 vacuum Is eell fcr ova mNrte>, power ha'Sd L gene• �e system during a 4 ELEVATIONS REFERENCE NAVD Io88 PLBL G(WATER I I I I RCN RGULAAGK oho c r o p DKELL u,r.t.teseNg.Baal-enk rn tenk nor,water eo art et 1n 11 N I I I MIN.TYPJ ION PIKE, e evotbn,.et stand for 24 Min..Rellli ba trnk to Ne cl.t et rove•[ II TM cbc 1,herb.W+,ecru ra Nc to ant Iloate I I alter tM 24Jbw Dolor b ccmplcte.Let Ne tale stow for a -1 be ndtcrtbht aid motet cutsbe tM 1/A Chi=tale chamber THE FOLLOWING LOT_WITHIM1 150 GF PROPERTY' k NEr, I O I 1 wdtbral IO+au•cerbe The tank H_approved,I water lave'Ie ___ I I -- I I y, Mld far fl-e to-Mil perks.Mter pressure testing b 2 A-g blowere bootee g� 1-ci tM I/A.-S cord must-plceea UTILIZE FLBLIC WATER A5 PER SCWA p l Li t a PRQP.4a.X4 G-RANITT INLET PIPE rgcon.mrbeg to ba who arom arter Wtauotkn a oqw rcorcrem,pimpp pr rxrglme)as hwe g sormoproor a It: I FRO`rl HOME SGTM cIG00-31-IT-2 1 \ / I I I I w Q OI PROPOSED SEGGtvD I SHOWER 12.SepaUc lrnk Donator^xcn>MII erovitic a label of ran-corrmlve em1 tre Lever. SCTM e1000-31-M-3 1 w G KI /STORYjAQDITION TCi 4"x4"x1.5"TEE a promlront oca:tin at ach access epenNg K uo.r 3 AI pimps ad floor Aces must ce access.ale ant serviccd>Ie ECTM a1000-31-IT-5 J 4 d1 1/ D IN6 ebe en1i�,Ge It,mrG imy x rgeal•. rran 5OTM a000-31-IT-b \ / I I ❑r-d pi 1 PROVIDED BY opanNas. SCTM o1000-31-Il-e.l EXIST.STOCKADE FENCE \/ I I I I¢ 1 1 i SEPTITEGH 4,The It...-11 be..,heo to a Sdedule 40 PJL moat Nee SCTM a1000-31-I-i-9 /\ I I I I U I I i 1 1 TANK NSTRL•T Ri that can be 1-19 real Per scrvkc cr odj,,tm t.The P1oa[> SCTM ai000-31-IT-20 �I I 1 1 N M eM11 mt x enaGMe m[M Iorce mar / \ I I 11 �,,.,�i I I � I 1� I.Nan-controct prefee,I d xm tales shall ceMo,m w Ne 5.Thc Depottment sta11 observe the pump.ystem operate through I Asso(TaAnkMs• )la Nell omf Pl l.mbMnlg atln dfo M cPclmebol Oxlflee,e pGc ad i.rhotrsgmpe eNc!co ppeumrapa ttineegas tc oypcorolcec oewre.oceDam �ewemade V \ III III e -'- 1I EXIST.11 S�,ORY JA P AN51 ZDD SEPMEER 21,201 FR DWBLLINO, I I PROF.MECHANICAL PROP.'OFC LIFT PLA`FGRM Lis 1 2 Non-wnereee larks slab w+getoryy mxmbled a axewied LT OPEN FOUNDATION tM ftew/dbtrbrbn f 1.,9 by o ccrtiliw rcpresmntative of the n TEST HOLE DATA I I 115' f 11L*S ; 1 PROP.I/A OWT5 CONTROL took mgnufmtCrc^ PROP.(Z'a'X19' ' I SHAWN M.BARRON M 5. I I (MIN. (5 BEDROOMS) PANEL(INSTALLED ABOVE a+ PARKING SPACES 1 DFE,I.BLRIM ELEC.LINE 5.Each tmk>1c1,be eent'i'ea Eu Inc manufccWcr wiN tic 124 PLEASURE DRIVE I I I PROP 1'j F.jEL:100} o I gclurer rcme cr loop,caoaelly oro rLmber of openho.,as RIVERHEAD,N.Y.1190I IN. 1 I EELCW LIFTED VNELLING marCl ' 1 C-X15T II II 1 1 I date mawicc4rep,permaently mukee of tM imet Oro c�tr tcTk. (631)T86-66T2 1 I EL.s2 T' - - 1 1 _� 3 EXIST.IF.FUEL TANK PROJECT: a.All walls,Boon,•eels,end attest ewers stall real>t or oe (ABOVE � --� L----- ' Ierce of 5G0 pow:es pe•equrne fete fps!). pllee EL=2.T' [ABOVE 6ROI,+D) 5.Precast cacretc ccven rnd risen arc no[permitted a SM SANDY-M EXIST.HID-FENCE n \ / -•ie' f FRG O 1 I °V ' �xN� I MANDARO ran-cgrcrcte!ales,vrlcse othemise gpprwcd try the mowfmturc 11' - \ / /'-\ 1' W I N /� 6 Warovar pract w1,ran-ccrcro[e 1/A 1-5 s scptic Loma sw'i FRCP INPLTRATOR IM-IC(, SEPTIC \/ TESEXI THOL 2.T I I N/ \ y I,D' ' SEPTIC rot to locoed nit"crouronatcr.For katallatbro tMt ore p aces Sly LOAMf SAID TANK HOUSING SEPTITEGH STAAR 030 /\ O O O 1 1O IS•m PUMP-BACK TO RABBIT LN wNN grwrc4+gter,Port cola•Lae must M taken during hstalbdon w1TH GRAVEL '/A OATS;VENT'/A OWT5(SEPARATELY / \ t MIN'I RECIRCUL 4T'ON PIPE, (NEAREST I bewmg ara back111':rg to aevent tlamagc to trnk na11s and of FROM SEPTIC TANK)TO ROOF - CONNECTED TO GRAVITY CR055 tarY>sMvle be xlo a tM mmNaWrer cortplately gsxmbled.I!, 4.1' WATER IN LOAMY �- \ / I INLET PIPE FROM pWELLINS STREET) becaree or>i:e,[M edrK b aervered m tM erte N acts ors all 46' Ste" SAND KITH GRAVEL / \ - } I W 4"x4"X13"TEE 21$5 BAY AVENUE plots s 1 be scaled wtn watertight gaskets.All tars 1M 1 bg - � PROP.'k24'x25 DEEP P.CONC.PAD; / \ m T I PROVIDED BY SEPTITTECH � steel Ior water"el, x alter Wtai aeon using a method �,('t� WATER 1N BO6 AN BOTH TREATMENT TANKS TO PAD- _ _ _ _ �n1I spcuiietl b;Ne ma%wlactwer and opprwetl by Na Dep> -L 60 i/ Reces 2-COMPARTMENT,ILSGO 6 gEPTOG N34°I2'40"W _ ��-z 601C0 - V EAST MARION,N.Y. 1 T.In corm when tab ara Iretalled N • I�� O- ; FROP.RE-ROUTING Or WATER grouMwaeer,tM des'gr / v - ---- ` / -F I SUPPLY LINE;TO MAINTAIN 10 profm>bna snot.utxnit buoyarcy caicvlauore to pravc the wcloh: ------_ -__1-- MIN SEPARATION FROM SEPTIC of eM tank(wN er nlNeut orcMrtg a tM ovation or ba�ImU Nill TANK,VENT SEPTIC TANK(SEPARATELY EXIST.WATER EXIST SYSTEM 'DRAWING TITLE: i j be a!leas:13 t'vres rare Hai tle nclaM of Ne water ellep ocec. v WATER IN M'xED FROM I/A ONTS)TO ROOF VALVE 1 EL-2.9 Tie buouerey colcl.lot'or>.hell to dam uslm nigM>! expecteWeccraecattndwaterelevotirn ralth tM I-emaec.Sall i / BAND WITh SRAVEL JUL C ZO�/I -'---------------------------'Ay- -'------'-'--._._._ -----'- -'---- NOTES o to i the Lake)shall mt be ccniwrcd when - SV■ F` I P g - , SITE INFORMATION aetermtro-g tM arcunt or rncbr'vig or w11mt webht requNetl I EXIST.5PL-RAIL FENCE SITE PLAN SUFFOLK COUNTY HEALTH DEFARTMENT AFFROVAL Q OVERH TO H.5. REFERENCE NO.: R-22-0182 LO IN GRou m N ER C I MOP.MAST LOCATION Zoning Board of Appeals PAGE, ENLOUNiSIgD 4.1'BELOW EpGE OF PAVEMENT GRADE C D BAY AVENUE I SP-101.00 (PUBLIC WATER IN STREE-i EDGE OF PAVEMENT DATE:10/25/23 1 OF 2 DRA AREA CF IMPERVot.5xROOF COVERAGE s 1,046 S.F ! �' 1,046 S.F.x 2'R4INFALL EVENT=•1 45 G.F.STORAGE RED.D " TrRE Ci. CONTACTOR C-4HD STORMWATER CHAMBERS PROVIDE 29.o1 C FNNIT 5TORA6E Q pQ.�•l,T((t (6)CONTACTOR C-4HD UNITS PROP05=D:I-1994 F TORA--PROVOFD A� f -__-_ EDGE 0=NETLAVDS AS LOCATED BY NATHAN 11 0 DRAINAGE SYSTEM INSTALLATION NOTES A MINIMUM 4 10'SEPARATION'S REQUIRED OUNIV N STO LINES,R __--___G�RW N L5.ON_UNE(O_2012 -_-_ CHAMBERS s WATER SERVOS LINE,UNDERGROUND UTILITY LINES,SE O 0 5 10 20 3O 40 50 Jt CONFONENTS,LEAGHIN6 FIELDS,SEVER LAMPONENTS,AVD THE EDGE OF _ ALL FOUNDATION WALLS _ _ "-- - J '9 �d74U5 Q� • MINIML` F 5 SEERTY LINES IS REOU RED BETWEEN STORMWA-ER 5 TE FLAN A GRAPHIC SCALE --_-- FOF N ER • STORMWAT CHAMBERS SHALL BE INSTALLED 6'MIN'MJ ABOVE THE HIGHEST EXPECTED 6ROMDWATER ELEVAT Oh SCALE I•aG'-O' CONNECT ALL O=R LEADERS TO NEAREST STORMWATER CHAMBER. 5,wic-ionE, -of?,0­ F I F_ 3WX 12X I-11CSSn EYE HOOK IFI SSR.CABLE SECURED BY al 0141 tlYP OF 4) SSM CLEVICES cv) CLMCE ATTACHES TO NYLON UPLIFT RESTFIAtir STRAFFRUNG > > 1.1W 04 N (II(IIJ(Q',IS IS 1 O 0 N CL 1-1-5, \/(-3/LT \/EfR'S _7 0 CE31 382 C E -71 1 .- I.— i �11�'' I 1 0 0 '�I!FOR AREAS UIR'"NO EC-TO WM 0 M IN ALL JILUTWI-A'IS FOq RUQ&UTEMTE Y 6 FOP USE-�Tfl 3U)G (D 1 -5ox #1 --------T _j Frococ-Bina Tonk CLEAN-OUT DETAIL T EYE-HOCK CONNECTION DETAIL ,NITS kli­�- r52 Low_evel Float SCALE PIT5 5CA- i t ---------------6- ,51, NH7 r f F51 H,Sh I 7C- T NFILTRPTCR (D 0­PLUS I I i 1 1 I 4-J M NATIVE 5­ Figure 10.St,.p Positioning E5TABL- DiSnfiS ON LATERAL DRAIN I I I ^ 3 5 RED VEGETATIVE LAL 2 NHT PRESSURE-In SIZED< < U) T 55 I PII a. ((D 'T N K T (5­1; (BO, SF RED 2A^',K- N !15 V p-p Awl 11RN 0 - LEVEL NOES. 1. ALL PER--1­10. L J ®WARNING:Do Not Use Cable Tfe-Ciownm The use ofcables to C. LONTRAGTGR SHALL TAKE­.-NOTTO -1.1 7-E AVATION r-o'J,t PR Si­T LATERALATERALU­Pin ON­6-1-TIP-Pt­V-1- Connect anchor ballasts In lieu of.stmgimng is prolublited.Cables PIPE%_c­-OR E.) concentrate the lead exerted by the buoyancy Central System within A. END OF 01 LATERALS SH� -TERMINATE A A DISTAL POI-.PROVIDE A Ll L a small area on the tank surface,resulting in the potential to damage SOX A .'LONG SHEEP ELBOW I TN-END I NOTES; 5. LATERAL P'Fi Pin SIZINS AS FOLLOWS to the tank. P-51-1-1-ScH lo w Pr_ 1) Al ORIFICE —:1,B.- I INI;ririe to the tank snoLld be minimum ORIFICE­.4 AT I OIL-(Iol OF I)1 S -N N INFILTRATOR NYLON STRAP POSITIONING INA-1-ES­101ONIONT­OFPIFIN-RIF"OeOLEATaOL #4 A5 THHN or TFFN uiI otherwise notoo. DESBY. )0DI DFI IODeIaLBY6ISO E O HEXIIX vEFLEGT FLOW 115 VAG 1 5 VAC, SCALE:NTS 15 AT.p 20 Amp INSTALL �-TAA4q 1.0 VOL INFILTRATOR allICK4 FLUE) (SLF) FED DETAIL DATE. MON111 YEARi DWG.: 00000 SCALE NTS SCALE: X.X I SHEET. SHEET MODIFIED'3)BEDROOM 5EPTITEr.H 51NOLE LINE DIAGRAM DWELLING SCALE:PITS N..E.. WA91E0.CRUSH ONE HLAL' -0 TI 24-0 LOCKING�1!55 TO INCREASE GI EL,' 5L!AT nV. -1-TEC-ACTOR-i-D .-T- rSC_NEAi 7 FUFMAIN LEVEL FOR 5'-0'IN ALA O__SE"E'TH-.-coVI I-L o,Z______­ '7 STONE. (-4 ALL.1-) TO MATO.ME LATE-P"I-No OUYSIV OK9 FRO �E.5 MAX.SLOIFIE ALLO�n Ei­N­sDMGNPREFiF­E E 0 T�15 PERIMETER.SEE ALSO 5;TE PLAN SONI _DE,n"_-a ORZ�E_ INN.E-o --Er. a. BF­11-f-OTHER jI A-.MODE:-I LABEL -L A-.I PROJECT. �OVErtPROPOR,_10E EL 21-o'MIN. ADD 11-(AF-Io.61)AS NE.T,To E_ o MIN. BOTTOM oi� 2.-0.MIN.ABOVE MANDARO 11-- of(.) _cE__Box Ho_ IL. LON,E 5n 1`ELBOW /TMFI END LAP SEPTIC 1.­S_35 L­�. E-O (�BALL VALVES)8 D­ENO OF-H HIGHEST�n�7ED LATE--MAINTS-E.IN-T­ --MIN I co -------------------- HOI.SE ­UREU-1-CAI-CF SII-RADE SOUS HAS BEEN USTLONNELION s INFIL TRATOR f­SLP EL. =' !� 2135 BAY AVENUE PROVIDE LAST RON PIPE EAST MARION,N.Y. E-NOIN FROM Y-I BOTTOM)I FB FaI 0­DIRECTIONS),A-HOR TANKS TO PAD I NYLON STRAPS-MAW.5­. DRAWING TITLE: OULTEIC� GONTACTOR 0-4HD 570RMNATER CHAMBER E;'F_7�N� BUILDINGP.0­ ­'ETE—".Oco-1 Miw./W ROWS I—ATION STRAP (TANK--11.OR-­0-1-A-1-LE WIRING DIAGRAM SCALE: TS NYLON STRAPS SMALL 9E EITHER IMF LTRATCR TANK BWYANLY CONTROL SYSTEMS MECTI�­1Q.SnO.S�LISTED IN­11-7-TCR'IM-4 RICS TANK B­­TFOL�IOANCE'SJLLETIN SEPTIC SYSTEM DETAILS 5UFF0L< CI HEALTH DEPARTMENT APPROVAL Receive(l NNOVA-IVE A A1,TEINAT1111!114517E CASTEL- I STEM,/A c-51 5�1`71ECI 5TA�050 I/A OI,1TB BILL OF MATERIALSf`,`UE_ES,.IRIzED 51H�1_0N CRAINFIELD I LEACHINGSYSTQM H.S-. REFERENCE NO.; R-22-01812 1. IIA-SHALL HAVE ­A MUUM OF. 'PI ITEM O Y. DESCRIPTION I. GAILY1­ A I CoRool-B SSO-F- LE---1. PAGE: -I/A o­�0­BY NF1L­M­­O,2-OOW­NT,OCO 6�.Se-Tio TANK I &AL.NrILT-TOR 1-0&0 65 5'F.LE-NO AREA REO"FIED.EASED WON 2.OFc,Sr LOADING RATE 101 A-I-IN SANDY JUL-.15 2024 o--I-'oo---''-I- DISC GE PUMP�_E­Y. LOA",BE—BY A CATEGORY ONE;/A­(PER TABLE 15 01�­145 STANCAIiIVS FOR APPROVAL Or SE!"Ti-H­050 SHALL BE I-IN INFILTRATOR­oF,O TANK SP-102.00 2 INSTALL ALL­-AS PER-SPECS - a I AND­Z­10N FOR SEWAGE DISPOSAL SYSTEMS FOR51­1!-FA�ILY PIS51DENCES) I B. A o'MIN DISTANCE BETWEEN TIC�OINTS AND SJILDI�WITHOELL­E­E�5�ALL BE SPRAY_SFFO_5�TI AVIADISTANCE S MIN DISTANCE EUILDINS I%—A SLAB ­L­=ICK4-5­­-ON PROFILE t­)­5­PROVIDE L-HINS�EA Zoning Board of APPP 5 8K A -LY,--S LEFO' DS:�.BETWEEN THE,.A 15T.SOX(HMEN PRESENT))STALL BE-11TAINED. I.)P­OF(a)INFILTRATOR 011-1-US 5L1 I...SF.LE--1--PROVIDED I:DATE:10/25/23E20`2�y I .- (.1--OF.1 INFILTRATOR.1.---911'­EXTENSION5-OEE.FOR U EXPANSION - PEC-1.111--.T-1 Ic-1IS S - E­-SYSTEM TO Be-LED n.---YI-111I • PEfIBI OF HATER 015FLACEn BY(I)EMPTY INFILTRATOR IM-060 SEPTIC TANK=11,120 LES ­­R AND LID 4 ­0 STEM­BE MAINTA NED A5 PART Or AN IIA CHYS 04 V.­NTPi NH LN SHALL BE ESTABLISHED • PC-IISHT Or(1)EMF`1­INFILTRATOR IN-tO&O SC!"IC TANK-520 L55 I -In S­THE o�-q&SYSTEM NTA_L,, I ME—SAS�_(LA5I 5. A 2*MIN.D15 THE BETWEEN T HIGHEST RE- LEVC-I BOTTOM I THE�c SHALL BE 1 10, APPARENT YEOHT OF 1'-0'(NU.24'-0'(L)x]'-6"(H)CONCRETE SLAB=54,bq2 LES, MAINTAINED. 6. A 0'N.M.1215TANLE SI-5D AV 7w FOI SHALL BE MAIN­[I,ED,HAIR LINES.S­TLRAL OR 159 LANDSCAPE RETAINING­9,TREES A WOODY S­EX15TINO T­U­SHRUEIS IN TH15 VICINITY SHALL Q 0 BE REMOVED. iF LqM.ANCHORING REOV RENUSqTS D 51-,N=D�NSIE�ERI�THE FULL SUBMERGENCE�TANKS, I AN&MIN.DISTANCE Ei­nE AND VA 0­SHALL BE MAINTAINED I DUE -N`CN`T Or THE TRE-ATM:!N'T SYSTEM WITHIN THE ACE rLOo:)ZONE To Tr C PLAI-r e t. A"MIN.D15TAHLE FROM THE no TO AVY IMTRVIOUS MATEFUAL5 SHALL ef!MAINTAINED. • 037406 F A Z MIN.DISTANCE BETWEEN III OF nD CHAMBERS SHALL BE O'F'N PROPOSED SEPTIC SYSTEM DETAIL SCALE:NTS 1NGBOPXD�Ft�4�EP► PO Box 196 SON Nesconset, NY 11767 July 10, 2024 Town of Southold Zoning Board of Appeals PO Box 1179 Southold, NY 11971 Dear Board Members, This letter is in reply to the one I received from AMP Architecture regarding the proposed project at 2135 Bay ave. East Marion'owned by Steve and Fortune Mandaro. Unfortunately I am unable to attend the meeting. I am an RN and am scheduled to work the day shift on the 11 th. As I have stated in past letters regarding this proposed project I am in full support of residents improving their homes and yards. My concern however remains that their property does not have enough square footage to build this larger home with all of its accessories. Several years ago I had my property surveyed and staked out so that there would be no property line issues in the future if and when I would be ready to raise my home to avoid future storm damage. The fence that you show on the rendering as existing was placed on my property by the Mandaro's landscaper without my permission. The side of their home that is adjacent to mine cannot be included in its entirety for their proposed project because they do not own that entire piece. My property extends beyond the fenceline and under NO circumstances can be used by anyone for any purpose other than myself, the owner. In my past letters I have referenced this and expect that it and any and all plantings will be removed immediately. I will once again have to incur the expense to have my yard staked out by a surveyor and I expect to have the stakes remain in place this time. Neighbors should not have to be concerned that their property is trying to be used and or claimed by others as their own, be it a large or small parcel. I'm sure this will be a beautiful project when completed, however all consideration for the surrounding property owners interest and the preservation of Lake Marion itself should be at the forefront of all decisions rendered. Feel free to contact me by phone at 631-835-0520 or email at jim5856(aDhotmail.com. Thank you for your consideration. Juliane Laudato Fuentes, Kim From: Juliane Laudato Sent: Wednesday,July 10, 2024 6:50 PM To: Fuentes, Kim Subject: Re:ZBA Town of Southold 7-10-24-#7923 Mandaro Kim, The letter I received from the town board of appeals, said that they will hear all persons or their representatives desired to be heard at each hearing and or desiring to submit written statements before the conclusion of each hearing which means that my letter is well within the time to be heard. therefore, I expect that my letter will go to the zoning board of appeals prior to the meeting so they know how I feel about everything if you have any questions you could email me as any member of the board.Thank you so much and have a good day.. Julie Laudato On Wed,Jul 10, 2024 at 2:06 PM Fuentes, Kim<kim.fuentes town.southold.ny.us>wrote: Hi Juliane, i 1 We regret that the time for this office to receive and forward public comments has ended. Please present your comments tomorrow during the public hearing. i f i Kim E. Fuentes Board Assistant i 1 j Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kimfasoutholdtownny.gov BOARD MEMBERS ��0� SOUT Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O. Box 1179 .� Southold,NY 11971-0959 Patricia Acampora CAOffice Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. � 54375 Main Road(at Youngs Avenue) Nicholas Planamento yCOUNVI 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, JULY 11, 2024 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 at the Town Hall, 53096 Main Road, Southold, New York 11971-0959, on THURSDAY, JULY 11, 2024: 10:40 A.M. -STEVE AND FURTUNE MANDARO#7923 - Request for Variances from Article XXIII, Section 280-124, and the Building Inspector's March 4, 2024 Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single family dwelling; 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum side yard setback of 10 feet; located at: 2135 Bay Avenue, (Adj. to Marion Lake) East Marion. SCTM No. 1000- 31-17-4. 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. Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631) 765-1809, or by email: kimf@southo/dtownny.gov. Dated: June 20, 2024 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 'guffat Town Hall Annex, 54375 NYS Route 25 ® P.O.Box 1179 y Southold,New York 11971-0959 2 Fax(631)765-9064 col � Sao ZONING BOARD OF APPEALS DATE: June 3, 2024 r '+ : IiNS ORI CRT000N,MUM Dear Applicant; The July 11, 2024 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. Low�SIE se see iristrueti"ons""re'�wired`t© re are"fortlie"ZB`A� ub'Ticheariri which-includes: EAEAD CAR+E�FULL�'. c ,F. 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 July 3, 2024. 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) I 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 July 3,2024,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 SPSCertif edlVIai1' ReturnRecei . 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. We Instructions for ZBA Public Hearing - Page 2 ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by June 19,2024. 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 kip2f@southoldtom=.gov or elizabeth.sakarello sktown.southold.ny.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://southoldtoLAM.pov/DocumentCenter/View/9694/TentativeRo112023 IMP.ORTANTINrSTRUCTIONS ; t ; <, Scan and emai'1't�he i�TS+PS mailingJ-receipts, greensignature cards��and affidavits to l imf(a�,south.oldtow�nny.gov; rind; PROMPTLY=:i7tSPS l�IAI+L tlie-MRIGINA3LS1 to e r �. �as.�. ;:— the Town of SOUR"No"d, ZBA;�P:O Box�1,1�7�9�So,uthold 'NY` 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. Kim E. Fuentes—Board Assistant Laserfiche Instructions for Zoning Board of Appeals Records TQWS OF Et w � SOUTHOLD ♦ry l_A'r 4 .� (ilIDCl3 I4{ 391i1t1 HQW UU t_ �> f- 3ri z, • :J:dti:: L. wiz.h�.` :�.y,,,;4. L'_, }} ,hi9M .:4":O^ %h '�r 1i; N;R�t, '' r.xq,�4�• -= -1 p,�. rlr��i,-� .+d,�'� �•r•s 2' ;+� .�.�,.'Y":�r: .,a��5''.i�6u: - .i. ?$,;, ••'¢: t: '� �.,.*•>3f#� .6+-r's, �� p�ysC',.f�"` oa71t°od'e�"_:�:Qn2iDe.` ts'�' �dTawn�a�a ref'1v' Fo�nmi��.• �'�•h•.�-Y"' ^.':'�`f�Wm,`icros%��•"�; ..:A...�'., �l�Sinutei":}.^.�. EuifyWYSro!c,�..s .�ut!i�ierFirl_.c �%� �,:F- v«:;�-;e.:J'. :.nnifri-nciniru..:.., - -- 5 - 4'.'-. _...�-,U......:..c �z....,:....,;rk.,%c,--vim„"'ir.:...-�.'ts.,...�'•." _ c+>rrY:�..::w•' ".�-..+.� aL..u,`d.«f_..a.r.imtsev::�:.r Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche WebLmk rv+en4rr - 9 —t Hcme Browse Search TownOfScuthold TownOfSouthold Page counc Te Ptate nama Tawn Oef s Entry Properties -. Town aiswran Path Trustees i:vmOC .,Id Zoning f3oarJ cf npce=6'(Zcn) Creation date _ _._2CT•:r.•.2.%i=elf Page 2 of_ Fast 2 29 E-t.^:es Last rn died ' t17:J2G^.:rt.zx:2-; ,s s Ne[adata ♦�'lie:e•9at:JSSI�i"IE•� 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. l Laserfiche Instructions ZBA Files Page 2 Laserfiche WebUnk My.•r+»L.r•.. -rp =cc�; ;+gn�+c Home Browse search to ric)6airncln>Zoning Board of Appeals RBA) Name Page count Telct�namat Zoning Board of Appeals .. _. � � - ' (ZBA) Alphabebcal Index Board Actions R Entry PMPe(t)C5 •_ e Laserficv Search Guides Path Meeting Schedules �ottrC:�.>o�itSnLflZc:ti:g Bc-sr: of AppeaS(ZF1M1) AbnucestAgendaSlLegal Notices+Hearings Creation date v1 Pending irpfMl:12:1 °6P:t ..'�Reppts Last modified -Steal Event Perm" Sr3r0171::a7::»AM Tral—l;Regmrements!BA OflKw;S S McWdatd 'YI ZBA POIIdes :•In:'IP!.`.;LJ!3.K�t,1^d Eiceobom❑m Code 296 IrC 3l ' U lurisoicbon Llsdrlg ' ZBA Bookof Mapped 1977 Umcng Lots :39 ordure&ResuM I o Agree,'nents.ConbaQs 8 teases ;onyneetllyPaps.nexsVses2J •`,oJ'Sutk Schedules ;d Entries Page I of 1 Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche WebUnk Home Browse Search snOsNldi^•�+' _. r`:,3o-e' =pc_aK;L�+.-Board Actions - vane Page coup[ template name Board Actions '957-1979 En[ry ProperNe', ' ' •9o0-I993 Path .000 + Creation date _200- t'Y1 ^,2003 Last modified ;; 200» ",2005 Metdddt2 _I ZCG6 2007 .,T[n..eCara a<4�nE1 -;Z008 w_0i9 _W10 &RcuW rRhJYp rnv-er�Urr..'! "-011 - - - -7 Z012 -,2013 2014 2015 2016 2017 Pending +,.•ei1lN.ne:oemlkt�'wv[.T.en a,}{p_ pa-e+..rf +. �.-.__ Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 2017 Na a 70-3 z —d xcona ..d 7(1 —d aceanv s..d sli Above: See listed File Numbers. Click on file you are searching. 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 WebLink Home Browse Search ,or-asot,*,' Relevance Records-Manaqe—r,t 3— 3 1%7016 3oar0 AOO�S 33 czg.ets: R.d—e 9eld Page count:83 Template name:Board Atzions Reset a,—3 C.I.-d.Kn—n C-1,0-RODERTY LOCATION:16-1--e,Shingle=ill 7i—r 19.20 7�7016.Cashe(SC-M NO.1000,9-1-26 minlmus a-1-1 to le— ...y 19.2017 97016XIS-1 5LTM NO.I OOC-9-1-26 GRANT.the --iis as ]age ; COUN&<RiSTFN CASHEL SECTION 009 BLOC ZO Tho—Ahlgren(Cashel).DO 9.a 342-hers is:and.W... Show more information... 7018 BOarO AcTior".- 55 ca2c 3; Page Count:56 Template name:Board ACZIOnS 9:30 A.M.-COON CASHEL AND Variances under Ankle Id.SetDon ANN CASHEL#701 5-R2Ouest pr000sed trellis—tea ,other Show more,n!ormaton 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--l-A. Laserfiche Instructions ZBA Files Page 4 Laserfiche Weblink 'r ff ?:yYl=1,1.n, '�^11: oncrn '•1 Home Browse Search --ofswu:o!d>Zonmg Board OfAnc gals iZBAI>Mmutet/Agendas/Legal Notices!Heanrtgs Minutes/Agendas/Legal Name Pagecount remptate_rne Notices/Hearings 1957-1979 Entry Properties `1930-1999 :1 2000-2009 Path M 20'0 . Ta DfS0uEhok^.ZOnlrw Boar, a,Appelris SrB.?!?M-!'tOteS!%NjE!1ddS:P.g3€ --1 2012 NoticeVi ILNaririp Creation date 2013 W,V2sM1 i_57:,0 Psi ;2o1a Last modified 2015 1 ^2016 Metddard ?2017 ilo metadata a=,c grried Page'of I t 1 Ent. Above: Also, Minutes,Agendas,and Hearing Transcripts can be viewed. Laserfiche WebLmk IN my.vro_i�t 10P —1 Nome Browse Search -ownOKournotd Zoning Board o`AnpeaL fZBA! Mlnutr'AgendasiLegal Noticevl+earngs>2017 2017 Name sage coma Template name 3A-01 05'2017 Entry Properties v ' Z3A-01.05/201'-agenda -1 Path Z3Aol o5:2017 aeanng 40 A pF.+lnetebe5eni.e;.�.rzn 23A-o1n?201; a ,orceYrleanngs ?'r „ZBA-071192017 Agenda - Creation date _ y72n i i_. �.- .. .�,Z9A-01.'02.'2017 ' Last modified ZBA-02;0272017 Agenda a �•t.)r1i:'•-'+K4';a�`-1 _ZBA-02;02.2017-leanng 45 2 Metadata _ZB.4-0?!022017_N 3 Z3A-02,'1612017 Agenda 3 '�n ntet•;daia r>:ir{nrL; ZBA-02:1612017-SPenai 3 _edure&Resells Z3A-03102:Z017 m/heahWpaP-sm��Uzes21 ZB.c-03;02R017 Agenda a -y ----- _,ZBA-0310112017-leanng 65 ZBA-03r02.2017_N 3 ZBA OV1612017 Agenda - ZBA-03!162017 Specal 3 ZBA-04/06!Z017 5 -y ZBA-oalO6!2017 Agenda 4 a,ZBA-Oe!0612017 yeanng -t5 Above: Agendas, Minutes and Transcripts are in chronological order. '14 T1 R1 I (a 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 - httpo.//southoldtownny.gov/calendar.aspx NAME : MANDARO , STEVE #7923 SCTM #.m 1 000-31 - 1 7-4 VARIANCE: YARD SETBACKS REQUEST: DEMOLISH (AS PER TOWN CODE DEFINITION ) AND RECONSTRUCT A SINGLE FAMILY DWELLING FATE : THURS . , JULY 11 , 2024 10040 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 r ` . i BOARD MEMBERS �*OE $®(/jy® Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road •P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora U11 Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert, Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento �COUNNI Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 March 21, 2024 Mark Terry, Assistant Town Planning Director RECEIVED LWRP Coordinator MAR 2 2 2024 Planning Board Office Town of Southold Sout of Town Town Hall Annex Planning Board Southold, NY 11971 Re: ZBA File Ref. No. # 7923 MANDARO, Steve Dear Mark: We have received an application to demolish (as per Town Code definition) and reconstruct a single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal,,as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson g' 1 By: 1, " ( + Encls Site Plan AMP Architecture/Anthony Portillo Date : 3/20/24 BOARD MEMBERS ��QF SO(/r�;O Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Office Location: Eric Dantes G apQ Town Annex/First Floor, Robert Lehnert,Jr. ���. 54375 Main Road(at Youngs Avenue) Nicholas Planamento C�� ,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS March 21, 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File : # 7923 MANDARO, Steve Action Requested : Demolish (as per Town Code definition) and reconstruct a single family dwelling. Within 500 feet of: ( ) State or County Road (X) 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 Chairperson � Site Plan AMP Architecture/Anthony Portillo Date : 3/20/24 � ., �� SITE PLAN HATCH KEY: PROJECT / ZONING DATA � PROPOSED BUILDING ADDITION \p SITE LAYOUT NOTES: - p( I. TH15 IS AN ARCHITEGT'5 51TE PLAN Q 15 TAX MAP # MARION LAKE P SUBJECT TO VERIFICATION BY A LICENSED 1000-31-17-04 ® PROPOSED ACCESSORY STRUCTURE pJ ' SURVEYOR. THE INFORMATION / REPRESENTED ON THIS SITE PLAN 15 TO THE ZONING DISTRICT L R-40 NON-CONFORMING PROPOSED 2ND STORY ARCHITECT'S BEST OF KNOWLEDGE. LOT AREA 0.1 ACRES 2. SURVEY INFORMATION WAS OBTAINED GofO - STORM DAMAGE REPAIR FROM A SURVEY DATED SEPTEMBER 24, 71a3; OCTOBER 2014 c � 2021 AND PREPARED BY: TO EXISTING SEASONAL #3 � DWELLING PROPOSED 10' WIDE /��6N p F� •/P� NATHAN TAFT GORWIN III CofO - ACCESSORY BUILDING � ,n VEGETATIVE BUFFER �F�� ZpN N.Y. STATE LAND SURVEYOR #Z521b; DULY 1173 EDGE OF WETLANDS AS , (METAL SHED) c � Z o \\ DELINEATED BY SHAWN M. BARRON LIG. #050461 @ Y \� \\ ? 1586 MAIN ROAD VARIANCE APPROVAL PENDING x c� eN M.S. SEPTEMBER 21, 2021 ` JAME5PORT N.Y. 11947 \: `: PHONE: (63U 727-2090 O �' \ \\.�- �;.,..��,:� FEMA FLOOD AE (EL. 6) N O m ZONE EXIST. SEPTIC SYSTEM o \ \\\� � a O � � � � WETLANDS DISTRICT APPROVED NOVEMBER 2025 �o \ ,\ o' HAY BALES d SILT TO BE ABANDONED PER ��\° �° �(AG\ SGDHS STANDARDS :° . \\\\ '\ ,.,. :\ \\ \. \' \ \\::..:\\..:\:;: \ \ �.\, \ " ' " \ \\ ` \ :. FENCING DURING \\\ \� ,\\ I-4738-04874/00001; :. \ \ \: �� \\\:\ :\\ ? ��\\IL CONSTRUCTION NYS DEC, APPROVAL SUFFOLK COUNTY HD APPROVAL PENDING 3 \\:.,, \ ` �\ \\ ,:;° �. ...� \ \\ BEDROOMS z IL I „ "\\ �� \ \�\ ... ...`,,,..:.z ';:; ::. ;.\\ \�� \\��\`I PROPOSED STORMWATER \�� T� T'-:T;\T: ° CHAMBERS :., \� \� \ \ \ti\t� \\\ gommix LOT 0O\/ERAGEU\ --- - ---- W LOT DESCRIPTION (FOOTPRINT) -FJ W \ `';\` MIN EXISTING BRICK PATIO ® FOOTPRINT AREA 90 \ GRADE TO BE RMEOVED COVERAGE EXISTING SHED TO REMAIN \ q.3' (10' \ "' \` , °�\ TOTAL LOT AREA L 6 000.0 S.F. "'A ..�,`: \\\`\` PROPOSED REAR ENTRY U TYP. \\\\ 10 Z_\ °: STAIR TOTAL LOT AREA LANDWARD OF L 5,600.0 S.F. 35' REAR YARD SETBACK \I.`: I :: \\\\ �� \0 :113', m WET ANDS FIRST FLOOR m I I I I I " '�✓ �; EXISTING DWELLING 000.0 S.F. 14.5% EXISTING METAL SHED 105.0 S.F. 1.8510 LINE; AREA OF BUILDING EXTENDED PROPOSED DWELLING ADDITION 116.0 S.F. 2.1% BEYOND PIER LINE IS 10' 51DE YARD SETBACK III _ L EXISTING LOCATION PROPOSED COVERED PORCH 4 58.0 S.F. 1.0% 1 1 j STAIRWAY I I PROPOSED OUTDOOR TOTAL AREA OF ALL STRUCTURES 1,077.0 S.F. 19.29b 5HOWER OPEN TO ABOVE PIER LINEJrl PROP. PROPOSED SECOND [ "MAXIMUM LOT COVERAGE ALLOWED - 20% \ STORY ADDITION OVER EXISTING FIRST FLOOR 15' SIDE YARD SETBACK EXIST. / \ PROPOSED MECHANICAL REQUIRED SETBACKS - DWELLING AREA OF RAISED / \ _ PLATFORM - --- - -- _ GRADE FOR if PROPOSED SEPTIC \ 1 REQUIRED EXIST. PROPOSED COMPLIES SYSTEM; APPROX. FL S.F. PROP I EXISTING i- FRONT YARD 35.0' 15.2' 15.2' * NO PERMEABLE I I I FIRST FLOOR � GRAVEL PARKING SIDE YARD 10.0' 6.0' 6.0' * NO U -(t 432 S.F.) o BOTH SIDE YARDS 25.0' 39.3' 51.5' YES �� I , � REAR YARD 55.0' 44.5' 44.5' YES m \ O N �qJ�V EXISTING NON-CONFORMING; PROPOSED WORK DOES NOT EXTEND PAST EXISTING o \ / PROPOSED 2 STORY r I �p0���p NON-CONFORMING SETBACK 5 ADDITION W/ o 10 I' COVERED DECK $ F I W ENTRY STAIRS; O O O 6 N I SOUTHOLD TOWN (ODE 280-207 (A)(1) o �-� / \ ADDITION TO BE I � X EXIST. LP TANK� / \ CANTILEVERED 1 (NEIGHBORS) / \ I I I LOT SIZE 6,000 S.F. ALLOWABLE FA (a) LOTS CONTAINING UP TO 10,000 S.F. 2,100 S.F. Q 0 0 PROPOSED OFA = 1,358.6 S.F. ------ 1---� --� EXIST. WATERI-5 EXIST. WATER VALVE METER I PROJECT: - - - - - - - - - - - - - - - - - L - - - - - DRAINAGE SYSTEM CALCULATIONS: EXIST. OVERHEAD AREA OF IMPERVIOUS ROOF COVERAGE = 1,046 S.F MANDARO EXIST. WATER ELECTRIC WIRES I,046 S.F.x 2"RAINFALL EVENT = 114.5 G.F.STORAGE REQ.V METER EXIST. SPLIT RAIL FENCE CONTACTOR 6-4HD STORMWATER CHAMBERS PROVIDE 2gAq C.F.ANIT STORAGE RESIDENCE (6)CONTACTOR 6-4HD UNITS PROPOSED: I'19.94 G.F.STORAGE PROVIDED DRAINAGE SYSTEM INSTALLATION NOTES: 2135 BAY AVENUE EDGE OF PAVEMENT EXIST. • A MINIMUM OF 10'SEPARATION 15 REQUIRED BETWEEN 5TORMWATER EAST MARION, N.Y. AVG. CHAMBERS d WATER SERVICE LINE,UNDERGROUND UTILITY LINE5,5EPTIG COMPONENTS,LEACHING FIELDS,SEWER COMPONENTS,AND THE EDGE OF GRADE ALL FOUNDATION WALLS B A '' A V E N U E EL=2.8' . A MINIMUM OF s'SEPARATION 15 REQUIRED BETWEEN STORMWATER DRAWING TITLE: CHAMBERS t PROPERTY LINES - (PUBLIC WATER IN STREET) 5TORMWATER CHAMBERS SHALL BE INSTALLED 6"MINIMUM ABOVE THE PROPOSED SITE PLAN _ry HIGHEST EXPECTED GROUNDWATER ELEVATION. • CONNECT ALL GUTTER LEADERS TO NEAREST STORMWATER CHAMBER. PROJECT DATA EDGE OF PAVEMENT � SM 0.0' PLAN NOTES: SM PAGE: I. PROPOSED FOUNDATION LEVEL TO REMAIN AS STORAGE ONLY 4.1' 4.&' D�� 2. A TRUSTEES INSPECTION SHALL BE SM WATER IN LOAMY SAND WITH GRAVEL COMPLETED PRIOR TO THE INSTALLATION ,PT OF THE STORM WATER CHAMBERS 6 p i WATER IN BOG 3. ACCESS FOR ALL WORK AT PROPERTY �� i DATE:03/20/24 Et OF 4 SHALL BE CONTAINED TO PROPERTY LIMITS ONLY WATER IN MIXED a J` EpOE OF WETLANDS AS LOOATEID BY NATHAN / SAND WITH GRAVEL ON DUNE 6. 2012 c�®�� - -- ------------------ -------OORWIN L.S. - -- ----- -- ---- SITE PLAN COMMENTS: GROUNDWATER � �+•"i �'' ''��'r� �'�� ENCOUNTERED 4.1' BELOW GRADE SCALE: 1" = 10'-0" REAR SETBACK _ REAR SETBACK Y < F PROP05ED STAIRWAY m Wro Q tu FOOTINGS (TYP) N ILu PROPOSED BALCONY IN LINE W/ N m �— 'C nl Y EXISTING FIRST FLOOR WALLS cy) W W a-+ N IIITIITIIT � 11 V 0 - 1l l l l l l l l l p ® 0 NE �p m N O E Lo DN. -�' F-- 8'-O" 20'-b" PROPOSED P-------� �------��I ll - _ p PROP. 0 3'-b" _�-- E - Z O O E i PORTION OF I BATH. BALCONY , _ - @ �[ ADDITION TO BE I II ---� IST. ' 96 S.F. N -_- x cu CANTILEVERED 11 I PIER LINE EXIST. `� - ---- O O i I II MUDROOM 4'-0" _ �'�" 0 m } to co I I I I I I _4 EXIST. PROP. �0 I I I I I I II PROP. OPEN = KITCHEN OUTDOOR m r PROP. -_ I I I I I I II FOUNDATION; IV' GONG. PROP. DEN I ® SHOWER BEDROOM ^1 I I I I I I II PIERS W/BREAKAWAY , PRO I _ W 139 S.F. I I I I I I WALL5 �' BAT I I I I I - NEW = - _ ❑ ❑ I �I `t J UP - V "I8 S.F. TO I I I I I I❑I NEW � '�."� v w m EXIST. O DN. _ U _ I I I I I I DINING in 4:22 G. i (D ROOM .F v FRONT SETBACK= }J w FRONT SETBACK L ❑L--J ❑I �❑l - - _ m DN. BEDROOM EXIST. 2"Xa" F.J. 1'-6" --12--I" 'i.-O'A NEK `1- _ r U I it i li TO(REMAIN ❑ L 28'-b" 1 PROP. FRONT I I 11 I I 11 I COVERED I EXIST. 2"Xa" G.J. �p I �I I I I I I PORCH ® Ib" O.G. NEW I I I ❑I �1r,—.Ji1I TO REMAIN DN. I I a L r� I EXIST. I LINE OF FIRST FLOOR I�n EXIST. IVING — I I EXTERIOR WALLS I ROOM -4 I I BEDROOM I I I I I I I I� � PROP. WOOD � I L------- ----- J MECH. I ❑ lI PLATFORM I I 1�1 L -- - ---- i ROFOSED FOUNDATION PLAN PROPOSED FIRST FLOOR FROPOSED SECOND FLOOR SCALE: 1/a" = 1'-0" SCALE: I/a" = 1'-0" SCALE: 1/8" z 0 in in U) z 0 a U a a NN O O �•ECEIVE® � �0 MAR z o 2024 ZONING 130ARD MODIFIED OF APPEALS N (5) BEDROOM o 0 DWELLING PROP. F.F. EL.=10.0' 24 ",m LOCKING ACCESS GONERS w/ Rljj1 ,-E SOVIDE SECONDARY SAF-:TY- 2"4) HEADER 4 TEES/ELBOWS, ADD FILL TO INCREASE GRADE '- " I 3.2 AT PSD. PROJECT: BENEATH PRIMARY CO`/.E� FOLLOWED BY REDUCERS AS REG.'D GRADE TO REMAIN LEVEL FOR 3'-O" IN ALL (TYP.;ALL RISERS) TO MATCH PSD LATERAL PIPE SIZING DIRECTIONS FROM PSD. 3 MAX. SLOPE ALLOWED MANDARO OUTSIDE OF THIS PERIMETER. SEE ALSO SITE PLAN FOR PROP. GRADING CONTOURS. RESIDENCE PROVIDE POLYLOK P-ba OR ZABEL INV. EL.=O.5' 2110 5DR 35 PVC OR EG. AI800 EFFLUENT FILTER (OR OTHER DISTRIBUTION PIPE;MIN. PITCH ":I' APPROVED MODEL w/LABEL MIN. 4"m SDR 35 SLOPING BACK TOWARDS I/A OWTS 2135 BAY AVENUE INDICATING COMPLIANCE w/NSF PVC OR EG. STANDARD 46 OR EQUIVALENT) MIN. PITCH j":I' EAST MARION, N.Y. 1'-0" MIN. INV. b b" MIN. PROP. GRADE EL. a P5D=3.2' EL.=0.9' COVER ADD FILL (APPROX 5") AS REG.'D TO ENSURE ;•; 2'-b" MAX. a I'-o" MIN. BOTTOM OF PSD 2'-0" MIN. ABOVE G.W. DRAWING TITLE: EXIST. GRADE EL.=2.a' 2'-b" MAX. --- - - Io b - EXISTING FLOOR PLAN PROVIDE PVG VALVE BOX HOUSING 90° PROPOSED FLOOR PLANS TIL. _ _ O z LONG SWEEP ELBOW w/ THREADED END GAP PROP.SEPTIC SYS.SECTION (OR BALL VALVES) d DISTAL END OF EACH MIN. 4"� SDR 35 PVC OR EG. �j 1NE — J — HIGHEST EXPECTED cV f LATERAL FOR MAINTENANCE d INSPECTION —MIN. PITCH ":I Q - 4 - - GROUND WATER EL.=O.O' — �- — — INV. - W - PAGE: USE CONNECTTIION; EL.=1.1' `�, ILL C 3 INFILTRATOR GUIGK4 PLU5 SLP m -- CHAMBERS, A5 PER DETAIL _ (MIN) INV. EL. 1.3' Q I C D 2 ,�- � 5 V PROVIDE CAST IRON PIPE EXTENDING 2'-O" MIN. FROM : ••..:. ;�,.,...',. .- : .:,;..>.:•.; ,,: ;'.;. '• • : BUILDING P. CONC. '" ---"'-"`"'"-'"' 'i'(W)x24'(L)x2.5'(H) POURED CONCRETE PAD (4 00 P51 MIN. w/ 2 ROWS FOUNDATION WALLS `•+- A ) O ��E-03/20/24 2 OF 4 (TOP 3 BOT TOM) OF #5 RE BAR ® Q" O.G. (BOTH D IREGTIONS N A GHOR 't="-_- •, , --_�`-== =i,=}�_��� TANKS TO PAD w/ NYLON STRAPS PER MANU. SPEG.S. ` NYLON STRAPS SHALL BE EITHER INFILTRATOR TANK BUOYANCY CONTROL STRAP ASSEMBLY (TANK-BCS-KIT), OR OTHER COMMERCIALLY AVAILABLE D 3'-2" 3'-5y2" V-2° STRAP SYSTEMS MEETING MANU. 5PEG.'S AS LISTED IN INFILTRATOR "IM- 4r;`' < z` o`•..,ah GM-SERIES TANK BUOYANCY CONTROL GUIDANCE" BULLETIN. i�i�Oi�OS D SEP71 G SYSTEM DETAIL SCALE: NTS cy) I,., CU 1_1 J -E w M -6 >:7 o (o c � z E3 Z6 x L=1 Fu 0 0 4� 71' m Ll t ---- --- 0 4.1 C\j co 0 PROP. ENTRY d-11 Ll 11 ttLL 11 L I I iLLLL STAIRS (HOOD) IH 1 -1 1 _11 11 I:; 111 11 A I- I- I LL] L11 I 1111 111 11 1 fl t I t a) 'to A- - L_ Id 11 1111 1 PROPERTY jj_ j lu LINE 4-J EDGE OF WETLANDS —r-ANTILEVERF-Di 0 /AS DELINEATED BY ADDITION ( 5HAHN M. BARRON, M.S. D SEPTEMBER 21,2021 NORTH EXIST. AVERAGE GRADE 4-J M PROPERTY (STREET LEV*EL),&, LINE ELEV. +2.b' + I l­::::IF1 mlffln-Fi Mrri'' ifl-ri i" -FW-rii' m' 'm i ''m III m, 'm "m ..ML - - - i-III- - - 1_1 11-111-11 1_1 11-111-11 _1 11-11 1_1 I _1 1 1 1��I I— I—I I 1��l li�ji INI T—_I I T—c-'l 11-111-111-1191 r-,::j 11-111-11 uj;a�Ew FI I 1_1 I 1_1 I 1_1 i 1_1 I 1_III—III—III—III—- _ _ _1 I 1_1 I 1_1 I I QAE)ELINEot 0 c 17" _i_ 77T 777 7-T-, 7-T7 _i_ T-7T _F_ 7F7 77 11 1 T-1 I—I :X__ 77_� 77T jt_, T77 — — — N`EXISTING \-PROPOSED OPEN ELEV. +0.0' %F EARTH FOUNDATION K/ BREAKA14AY HALLS NORTH ELEVATION (LEFT SIDE) •W (a) SCALE: 115" = 1'-0" n 64PROP. RIDGE HEIGHT (FROM EXIST. AV0. GRADE) IVELEV. +55.&' Lu flu fl-u-Nu fl PROP. BALCONY u j" APROP05ED FINISHED SECOND FLOOR L 1 FRIII IV ELEV. +I&.,b' L L I ILI I U PROF. MECHANICAL A PLATFORM (HOOD) z u u I PROPOSED FINISHED FLOOR 0 =1 K71. ELEV. +10.0' Ll :3 I ILH /-STAIRS PROP. 9L PROP. OUTDOOR ELEV. I (L FEMA DESIGN FLOOD a LEVEL OF SHOWER(OPEN TO ELEV. +&.0' NATURAL ABOVE) GRADE AFEMA BASE FLOOD ELEV. ELEV. +(5.0' SOUTH 0 PROPERTY 0 z in LINE w _j AEXIST. AVERAGE GRADE —7 i I -_ — - - - - 5ELINE ELEV. +0.0' cm -----Flf;zoflr=RTY PROPERTY EXISTING LINE LINE NORTH PROPERTYJ EARTH '—EXIST. EAST ELEVATION (REAR) LINE NEST ELEVATION (FRONT) SCALE: 115" = 1'-0" SCALE: 1/&" = 1'-0" PROJECT: MANDARO 1 ,R3 RESIDENCE MCEIVED 2135 BAY AVENUE /mAR 0 2024 EAST MARION, N.Y. 1�j S 1 PROP. BALCONY Lh ZONlw, DRAWING TITLE: LH IIA U L11 PROPOSED EXT.ELEVATIONS HEST PROPERTY LINE fl] PP,':)F' ENTRY PROP. J I ii STAIRS (HOOD) PAGE: MECHANICAL JI PLATFORM ILW 11 _11 11 flul I" I SD-3(HOOD) t L Ll LLL lid PROP. OUTDOOR SHOHER.(OPEN TO ---------------- ABOVE) EDGE OF WETLANDS [DATE-0:3/2:0:/:. 4 AS DELINEATED BY 5HAHN M. BARRON, M.S. 1/51EPTEMBER 21,2021 EAST Un, lm a l I i PROPERTY LINE ll L III 1 F`7III-III' -- I T_ 1 r=1 1 1_1 I El I 1_1 I 1;;tI III I I ..ill—III III III III-III— _-AT I_II_—.III 117 ITT \-PROPOSED OPEN FOUNDATION H/ BREAKAWAY HALLS SOUTH ELEVATION (RIOHT SIDE) SCALE: I/a" = 1'-0" DEMOLITION NOTE: EXISTING FOUNDATION LOCUS- POSTS TO BE REMOVED;HOUSE TO BE LIFTED;REAR PORTION OF EXISTING ROOF TO BE REMOVED EXIST. OUTDOOR SHOWER ca EXI5T. RIDGE HEIGHT _ c'') MIST. ELEV. +1&.&' r — N exnrms eroa- !_ Lo Roomro eef - - to >: CD JLL JL J� Z O EXIST. EXIST. LT. I� cu -Y�r BATH. MUD ROOM ------- c� FEMA DESIGN FLOOD ELEV. - _ x p 0 � ELEV. +10.7 (DFE) Cu p Lu EXIST. III � a � 0 E?;IST. FEMA BASE FL. ELV. �� KITSHEN �® ELEV. +6.0' (BFE) u I r Ji EXIST. FINISHED FIRST FLOOR 1 "I:'IL_qV I n1 ELEV. +4.&' W EXIST. AVERAGE GRADEIL BEDROOM EXIST. ELEV. +2.&' BASEj_1NE _ +� -0 ELEV. +O.O' U _ EXIST. 2":C5" F.J. m` SOUTH ELEVATION (FRONT) (D M M OFEN GONG. F I ER FOUNDATION DETAIL EXIST. TO REMAIN SCALE: Vb = I -O � + SCALE: 5/4" = 1'-0" DEN I U c: EXIST. 2'X5" G.J. ® 16, O.G. PIER $ TIE BEAM SCHEDULE X15T. 11 EX15T. TO REMAIN p .� G1- a ITEM NUMBER DESCRIPTION PIER TYPE EXIST. LIVING A PIER SIZE 18"X0" ROOM B PIER REBAR W #(p \/ERT. REBAR EXIST. STUDY I G TIE BEAM SIZE " I PROOF 24 x I8 DEEP _ D TIE BEAM REBAR # i \°�,�"�°` - - _- - - - __- -- roa (4) 5 HORZ. REBAR - �� �� �_- II PROVIDE STRAFFIN6 6 NAILING EXIST. ll WI u SIMILAR TO CONNECTION 'C2' IN - "TYPICALDN. NAILING/STRAPPING ll ll rI�pIII�II�IIIIIpAIII I;�i GUIREMENTS FOR UPLIFT, SHEAR, 4 III 3 OC Z LATERAL WIND RESISTANCE" ON PAGE It, U 1-_l�. �LJ II II II II II II II N II II II II II II„I G-003 ® EA. STUD - STRAP TO WRAP _ U1 Q AROUND BEAM w wM EXIST. F.J., U.O.N. (SEE ION NOTES FOR INSUL.) EXIST 1 NO FIRST FLOOR j z SECT I I I I ' V�lSTL \IATI ON (LEFT SIDE) O ---EXIST. RIM JOIST, U.O.N. 1 SCALE: I/8" = I -O" 0 IL Z w Z , [aI I I I SCALE: 1/8" = 1'-0" BEAM AS PER PLAN I I I I N � F Nz w Q 3 L1 F - 3/4" IP H.D. GALV. CARRIAGE I I ; I I O , 0. m Luf 0 m a BOLTS w/ END NUT AND (2) 1 1 I 1 1 _ry m a Q O La X OVERSIZED WASHERS - COUNTER 0 I I D c� � a. II_- M w SINK HEADS IN BM AS REG'D - SEE PLAN DETAILS (TO RIGHT) J( c re° •I' FOR GUANTITIES e 1 1 E�ECEIVE® o EXTEND PLYWD d I n. 5 II -" - ' r ` " SIDING 3" LOWER II• TYP. UNDERSIDE ASSEMBLY: {Ia II II ' THAN T.O. PIER !1)e `- . °_ itla SEE TYPICAL UNDERSIDE DETAIL - r— - -- )`l- ul LIAR 2 0 II II 11X II'. II II o FIRE RATESEALAD ° II -II GALV. STL. ANGLE - SEE _II •f -° �h 1 °il PLAN DETAILS (TO RIGHT) �I it �~ 3/4" NON SHRINK a II---- 1�-a- IJ- FOR SIZING II --J{- -ip _ ~pp ' -\,� ZONING BOARD OFgPp S GROUT AS REG'D 11. ° I Ema Roo"ro EAL N II 11 ° II Ib"xlb"xI/2" THK GALV. y, c (3) #3 STIRRUPS u II II° STL. BASE PL. - SEE 1 ° �y-'---------------------------------'-"y. a M ® 4" O.G. ® TOP 91 °��--a-II PLAN DETAILS (TO RIGHT) it --.tl 11-, FOR BOLTING eli`,-o-a��-"-t1- 11 l Ir LL11 I 1 I #3 STIRRUPS `dl ° i1 11• y II • II \Ilu � P. GONG. PIER - ll SEE SCHEDULE TOP STIRRUP �\ Ill 1 1 PROJECT: ABOVE FOR II . ° I I SHALL #4 REBAR I I° SIMPSON' STHDI4RJ II , 11. MAN DARO SIZING - ITEM A 11' 11 IJ I 11 WHERE INDICATED ON ° ,° I RESIDENCE VERT. REBAR - SEE PLAN (HOLDOWN 'D') SCHEDULE ITEM I� II I 11 IP ° NORTH ELEVATION (REAR) FOR SIZING - ITEM B .II ° 11 •� 2" GRAVEL BASE �i a, °11 ° II 11 11 2135 BAY AVENUE -ti-. -eta -fl" (4) #5 BENT REBAR ® _h-_ I�.-_Ip- SCALE: I/8" = 1'-O" EAST MARION, N.Y. PITCH GRADE Il' II II A. PIER TO PILE GAP CONNECTION I I"1t 11 I I . ii • • n•ii° Pig �`�` ,.�, ,, °' � ,c' �' ii71. 11. � II ,,_ �ti �,��;�d '��;� (3) 3 1 I e P. GONG. SUBGRADE TIE \ \ \ DRAWING TITLE: lll � Ill `STIRRUPS PROPOSED EXT. ELEVATIONS II----I- --1 _ BEAMS - SEE SCHEDULE _ / /® ®"BOT. "l i J a t�l � ABOVE FOR SIZING - ITEM G \\ .I1T , II_ It II \\\ I II II 1 11 II° -iitl-:- 11 ---ttH- -r1II---71 -11{I V)�r J I I I I °j 1 HORZ. REBAR - 1 I I°" I 111 I I° 11 11 • O Z z V IIII-:4� -•tr11 11- SEE SCHEDULE - u II J' II u R. ABOVE FO SIZING Li II ° PAGE: • J . II m 11 II - ITEM D I IIg° ------------------------------- II. II I BOT. REBAR SHALL CLEAR - w �_ ______ = TOP OF PILE BY MIN. 1-1/2" _ - - -_--- -- ew9r"1�rolenoH _�_____ -_�__ --_�`_- Wit_.=== �„��„�.. amw — —— — , woor ewz+e ro x _ - --- - ---.-- -- _ _-- \ �'� \ DATE:03/20/24 4 O=F4 ° _..._ FtEmovm #3 STIRRUPS ® - ________________ _ --_- .1`—ITEM G 12" O.G. (® ALL I I -- - -- ------- a_=--- TIE BEAMS,) w z I I 1t I 11 ao b"xb"xl/2" THK. GAP PLATE;w/ - 1) 3/4" H.D. GALV. THRU BOLTS ; it o it ii ii ii ii ii ii ii N ii li llJll- ewsn"e . C: `,� :F, -' ,h �. �' •-� III III II II II II II II II II„II II I I i !TQ'M lu (BOLT SPEC. AS PER MANU.) I illyu�u �� iiii III Hill _ NEW STL. HELICAL PILE - SEE NSTALLND NOTES. AS PER MANU. SPEG.'s EAST ELEVATION (RI OH7 SIDE) SCALE: 1/&" = 1'-0" Fuentes, Kim From: Brooke Epperson <bepperson@amparchitect.com> Sent: Wednesday,July 10, 2024 12:04 PM To: Fuentes, Kim; Sakarellos, Elizabeth;Westermann, Donna Subject: 2135 Bay Avenue ZBA File#7923 - Mandaro Attachments: Mandaro 2135_Filing Set_070924.pdf Hi Kim, Please see the attached updated set of plans for this hearing tomorrow.Amanda brought you an updated NOD she revised yesterday. The proposed work is not deemed a demolition therefore we do not need relief for the existing 15.2' front yard setback. I edited our zoning setbacks chart to reflect what is existing and what will be proposed for clarification. We will bring you the updated stamped/signed copies at the hearing tomorrow. Thank you Brooke Epperson Design Director A M P Architecture Design + Build Office: 631-603-9092 www.amparchitect.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. '1 BOARD MEMBERS �tJ.OF S0UP Southold Town Hall Leslie Kanes Weisman, Chairperson �O �� 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora = Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento yCO� +� Southold,NY 11971 http://soutlioldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 July 31, 2024 Anthony Portillo AMP Architecture P.O. Box 152 Mattituck,NY 11952 RE: ZBA Appeal #7923, Mandaro 2135 Bay Avenue, East Marion SCTM No. 1000-31-17-4 Dear Mr. Portillo; Transmitted for your records are copies of the Board's July 25, 2024 Findings,Deliberations and Determination, the originals of which were filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. 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 the office. Sincerely Ki E. 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"� � � fly.. `'.�•'•' ..` Y O . NIVIN `�i ^�...+ N � 4r y i� J 9i•` r• /' '.•'' S, q 1 E r,Z FS. L'L �.�,{0)tlL'L'\ bS'Z � L :� 9'LG \°� .ry\ " tl`8 OloHlnoSdo WAOl 9 )4iojdnsao ul+no3nax `\ �5j Z'L '7o'�csY ,� r�L !r I —I�✓ ^n n I up �,• rcc 19 tlZ9 O'ON'03533S 'ON,39sn ON IOd HOi j• - 1.•- �� SITE PLAN HATCH KEY: --. ��� PRQJEGT Y'-ZONING:I7AT?.;..'�'': ® PROPOSED BUILDING ADDITION _ �p�V +. .,-,;:a'.s,::•�,:- :'.� "c::rr.' -. •s SITE LAYOUT NOTES: '-'=�'=R'�'.;..✓j'�: .- p'C I. THIS 15 AN ARCHITECTS SITE PLAN d IS ^TAX MAP t! 1000-31-IR-04 P SUBJECT TO VERIFICATION BY A LICENSED ® PROPOSED ACCESSORY STRUCTURE MARION LAKE F` SURVEYOR THE INFORMATION I v� ZONING DISTRICT R-40 NON-CONFORMING REPRESENTED ON THIS SITE PLAN I5 TO THE � ® PROPOSED 2ND STORY �� ARCHITECTS BEST OF KNOWLEDGE. LOT AREA 0.1 ACRES � 7� 2.SURVEY INFORMATION WAS OBTAINED fO-STORM DAMAGE REPAIR m r N FROM A SURVEY DATED SEPTEMBER 24, Go O 2021 AND PREPARED BY: TO DWELL INS 6 SEASONAL xi3T193;OGTOHER 2014 ? m O PROPOSED 10,WIDE /�� F� �A� NATHAN TAFT CORKIN III GofO-ACCESSORY BUILDING im N>,cR VEGETATIVE BUFFER H\��g0 ZpN N.Y.STATE LAND SURVEYOR (METAL SHED) aZ52Q6;DULY 19T3 c O;Z O �F EDGE OF NETLANDS A5 LIG.><OSo461 m --NE a \ DELINEATED BY SHAMM. 152,6 MAIN ROAD VARIANCE APPROVAL PENDING f X cu M.S.SEPTEMBER 21,2021 021 0 JAMESPORT N.Y.11947 M:L(O .•-r..%` �- �- PHONE.(631)'ITI-2090 FEMA FLOOD ZONE AE(EL.6) a O a O EXIST.SEPTIC SYSTEM \ - r'. ,\ AETLAND5 DISTRICT APPROVED NOVEMBER 2023 TO BE ABANDONED PER HAY BALES d SILT SGDHS STANDARDSIMEMNW r �\ FENCING DURING I-4-138-04814/00001; \\` GONSTRUGTION NYS DEC APPROVAL Q 10/2"1/22 Z w SUFFOLK COUNTY HD APPROVAL PENDING BEDROOMS �� \ PROPOSED STORMWATER 4- tL Z 0 CHAMBERS 5L'OT-GOVERP:GE:• �°'z" 4a.t.,,,. g' e A U ON W %LOT 4-J m EXISTING BRICK PATIO® DESCRIPTION(FOOTPRINT) AREA GpVERAGE � EXISTING SHED TO 3 \ GRADE TO BE RMEOVED + \�\ REMAIN TOTAL LOT AREA 6,000.0 S.F. l PROPOSED REAR ENTRY MIN. IYP ZC �\ \� �l\\ \ STAIR L- 0 1 \ i m \\ �p l TOTAL LOT AREA LANDWARD OF b �II.3'\ \ \' 5 00.0 S.F. iml 35'REAR YARD SETBACK I O� � m\� ��� NIETLANDS EXISTING FIRST FLOOR A m l l I I 1 I I`` I Y EXISTING DNELLIN6 800.0 S.F. 14.3% Ii EXISTING METAL SHED 105.0 S.F. 1.5% I I I I I - - PIER LINE;AREA OF I _ --�- BUILDING EXTENDED PROPOSED DWELLING ADDITION 116.0 S.F. 2.1% BEYOND PIER LINE 15 III �L PROPOSED COVERED PORCH d 10'SIDE YARD SETBACK _ - EXISTING LOCATION Sb.O S.F. 1.0% STAIRWAY PROPOSED OUTDOOR TOTAL AREA OF ALL STRUCTURES I,OTT.O S.F. 19.2% \ 255' /I . I 5HOWER OPEN TO ABOVE PIER LINE I�\FRO III PROPOSED SECOND �L (JUL AOq • MAXIMUM LOT COVERAGE ALLOWED-20% STORY ADDITION OVER L EXISTING FIRST FLOOR IS'SIDE YARD 5ET5AGK EXIST. / \ q PROPOSED MECHANICAL AREA OF RAISED / \ I -11 PE FOR ROPO ED 5EPTIC \ 11 „I \ II� 444 REQUIRED EXIST. PROPOSED COMPLIES SYSTEM;APPROX. -- \\` _ 813 S.F. PROP EXISTING FRONT YARD 55.0' 15.2' 15.2, -NO PERMEAB I FIRST FLOOR £ 6RAVEL I I SIDE YARD 10.0' 6.0' 6.0' *NO PARKING (3 432 S.Fj 11 1 BOTH SIDE YARDS 25.0' 393' 51.5' YES / REAR YARD 55.0' 445' 445' YES . EXISTING NON-CONFORMING;PROPOSED NORK DOES NOT EXTEND PAST EXISTING 9 \ / PROPOSED 2 STORY ' 1 �p�P-�yO - NON-CONFORMING SETBACK j \/ ADDITION N/ O COVERED DE X CK d h -.-.k.a;h' ^<:w,R:.>:x-�.is3> i-• ,y,>-�•.•:..:.- - �y /\ ENTRY STAIRS; v i O O O L- / \ ADDITION TO BE I - EXIST.LP TANK) / \ CANTILEVERED I I ALLOWABLE (NEIGHBORS) \\ i - - LOT SIZE bp00 S.F. SPA I (a)LOTS CONTAINING UP TO 10,000 S.F. 2,100 S.F. u c PROPOSED GFA= 1,358.E S.F. � ----___-_-I I J/_- a EXIST.WATER 1 PROJECT• EXIST.WATER VALVE __________ ___________ _METER____________L_________ ______ yRAINABE sysTEM cucuLl,nONS: EXIST.OVERHEAD AREA OF IMPEW"OU5 ROOF LOVERA6E•1446 SF MANDARO EXIST.WATER FI FGTRIG WIRES IP46 SP..2'RAINFALL EVENT-R45 CF.STORISE RED V METER EXIST.SPLIT RAIL FENCE CONTACTOR G-4HD STORMNATER CHAMBERS PROVIDE 29.99 CFARUT STORAGE RESIDENCE (6)COHTACTOR C-41;D UNITS PROPOSED:R494 GF.STOR—_PROVI292 DRAINAGE SYSTEM INSTALLATION NOTES, 2135 BAY AVENUE • A MNIMIM OF 10'SEPARATION IS REQUIRED BETI,f STORHMTER EAST MARION,N.Y. EDGE OF PAVEMENT EXIST. ot4mSa2o 4 WATER SERVICE LINE,ur47ERfROUND VnLITY LINES,SEPTIC AVG. COMPONENTS,LEACHINS FIELDS,SEINER COM40NENT5,AND THE EDGE OF GRADE ALL FOUNDATION WALLS B A Y A V E N U E EL=2,5' A MINIMUM OF S'SEPARATION IS REQUIRED BETHEEN STORM ATER DRAWING TITLE: (PUBLIC WATER IN STREET) STORKLAT�PROPERTY LINES • HI O EST EX R CHAMBERS SHALL BE INSTALLED b'MINIMIM ABOVE THE PROPOSED SITE PLAN HICNEST EXPECTED 6RLEAVER T ELEVATION • CONVECT ALL 6VTTER LEADERS TO NEAREST STORM-DATER GNATSER. PROJECT DATA cl EDGE OF PAVEMENT ,I ISM_ l-O PLAN NOTES: —.O' SM - PAGE: - I. PROPOSED FOUNDATION LEVEL TO REMAIN AS STORAGE ONLY 4'1' SD-1 2. A TRUSTEES INSPECTION SHALL BE 4.6' SM WATER IN LOAMY COMPLETED PRIOR TO THE INSTALLATION ' Pr SAND WITH GRAVEL OF THE STORM WATER CHAMBERS 6A ' WATER IN HOG DATE 07/09/24 10F 4 3. ACCESS FOR ALL NORK AT PROPERTY i SHALL BE CONTAINED TO PROPERTY • LIMITS ONLY ' WATER IN MIXED EDGE OF WETLANDS A5 LOCATED BY NATHAN ,5P SAND WITH GRAVEL ON DUNE 6. 2012 SITE FLANCOMMENT5:GROUNDWATER ENCOUNTERED 4Y BELOW SCALE: I" = 10'-0" GRADE _ REAR SETBACK _ REAR SETBACK Y Y Y Q • PROPOSED STAIRWAY � d FOOTINGS frYPJ PROPOSED BALCONY IN LINE W/ O rl T rl T rl T i O �8-4° 9 •� m EXISTING FIRST FLOOR WALLS N O c N �•" a III II II III N I 171 DN. .t' 8'-O° 20t-6° V m O PROF.,°Y0 'Cm am'Zy++p OP ATH. IST. 96 S.F. x XIST. D 0 DROOM inADO OL II I 11 aNcIo0c, PROP.OPEN FF� �° KITCHEN OUTDOOR t� PROP. I I I i j II FOUNDATION;IS'CONC. 66 SHOWER BEDROOM �1` - I I 1 I i I� PIERSKSW/BREAKAWAY PROP.DEN ®® PRO. I59 5F. m L I 1 I II 7 _ NEW 7 9�IB�S..F. `� I❑I loll ;a; ;d� i - n NEW II \ -1-- -0 I I I I 1 II z EXIST Q DN. O /IV I I I I j m ID NING I I I II ROOM I °1 +J F FRONT SETBALK• FRONT SETBACK I ILL--JI--.� ❑I ICI '0 1�W EXIST. L_ 'il`-�1 LI �I L m ON. BEDROOM EXIST.2•xe°FJ. l'-8' 12'-I' '1'-0'� V c r ---11 I 1---8'-0. 0 16'O.O. 1 II I II TO REMAIN ❑ I I PROP.FRONT _ �I j I �I COVERED FoRrH T EXIST.2'X8"C, II I T- ®16"O.G. NE I❑ I❑I -� TO REMAIN LT rJ EXIST. I LINE IIIIII 1II II II II 'IY�I�I•_ �' � � � FIRST FLOOR PLAN NOTE, LIVING EXTERIOR WALLS EXISTING EXTERIOR SHEATHING TO EXIST. ROOM REMAIN BEDROOM STING I FIRST FLOOR CEILING t PROP.WODD - ry FLOOR JOISTS TO REMAIN I� �I - EXISTING ROOF STRUCTURE TO REMAIN PLATFORM I A51DE FROM AREA OF PROPOSED SECOND FLOOR ADDITION EXISTING FIRST FLOOR WILL NOT BE SUBSTANTIALLY IMPROVED PROPOSED FOUNDATION PLAN PROPOSED F I RST FLOOR PROPOSED SECOND FLOOR 5GALE: 1/5" = P-O" 50ALE: I/5" = 1'-0" 5GALE: I/5" = 1'-0" fit f �f MODIFIED (5)BEDROOM. DWELLING L PROP.F.F. ELAO.O 24°41 LOCKING ACCESS COVERS W ADD FILL TO INCREASE GRADE EL.TO 52 AT P5D. R15ER;PROVIDE SECONDARY SAFETY 2"m HEADER t TEES/ELBOWS, PROJECT: COVERS BENEATH PRIMARY COVER FOLLOWED BY REDUCERS AS REQ.b GRADE TO REMAIN LEVEL FOR 3'-0"IN ALL (IYPJ ALL RISERS) TO MATCH PSD LATERAL PIPE SIZING DIRECTIONS FROM P50.5 MAX.SLOPE ALLOWED MANDARO OUTSIDE OF THIS PERIMETER.SEE ALSO 517E PLAN FOR PROP.6RADIN6 CONTOURS. RESIDENCE PROVIDE POLYLAK P-68 OR ZABEL INV.F1.-Ob' 2'm 5DR 55 PVC OR EQ. AI800 EFFLUENT FILTER(OR OTHER DISTRIBUTION PIPE;MIN.PITCH k:1' � APPROVED MODEL w/LABEL MIN.4°O 5DR 85 SLOPING BACK TOWARDS I/A OWTS INDICATING COMPLIANCE w/NSF Pvc OR EG. 2135 BAY AVENUE STANDARD 46 OR EQUIVALENT) MIN.PITCH EAST NIARION,N.Y. 6"MIN. PROP.GRADE EL.®P50=5.2' INV. 8 2'-6'MAX.] EL=0.9' y I'-0'MIN. COVER ADD FILL(APPROX 5')AS REG.b TO ENSURE EXIST.GRADE EL.=2b' 2'-6'MAX. BOTTOM OF PSD 2'-O°MIN.ABOVE G1N. nDRAWINGTLE OOR PLAN IO 6PROVIDE PVC,VALVE BOX HOUSING 40°IL. _ LONG 5VEEP ELBOW w/THREADED END GAP FLOOR PLANS MIN. °m 5DR 55 PVG OR EG. Q= (OR BALL VALVES)t DISTAL END OF EACH IC SYS.SECTION -FL L —1` HIGHEST EXPECTED n I LATERAL FOR MAINTENANCE t INSPECTION _MIN.PITCH#',1' _ _ GROUND HATER FJ..=O.O' __ ___ __ INV. — y — — — 2 PAGE: NEW `SE ^+}' EL:I.I' �i 1 S INFILTRATOR GUICK4 PLUS 5LP S�-2 CONNECTION; ; nl CHAMBERS,AS PER DETAIL (MINJ INV.EL.15, W 5 I PROVIDE CAST IRON PIPE EXTENDING 2'-0'MIN.FROM BUILDING P.GONG. - - _ T''W)x24'(LJx25'(H)POURED CONCRETE PAD(4,000 PSI MINJ W(2)ROWS -.i:= L: DATE 07 09 24 2 OF 4 i\ '•r:FOUNDATION 'WALLS O OF 5 REBAR [BOTH DIRECTIONS);ANCHOR - OP t BOTTOM) ®9°O.C.OL.M) ANU ) .•4., : `:•�• TANKS O PAD NYLON STRAPS PER MANI.SPECS. STRAPS SHALL BE EITHER INFILTRATOR TANK BUOYANCY CONTROL STRAP ASSEMBLY(TANK-BGS-KIT),OR OTHER COMMERCIALLY AVAILABLE 5'-2• 5'-5y� 5'-2' STRAP SYSTEMS MEETING HAM.SPEG.5 AS LISTED IN INFILTRATOR'IM-t GM-SERIES TANK BUOYANCY CONTROL GUIDANCE'BULLETIN. PROPOSED SEPTIC SYSTEM DETAIL 5GALE: NT5 --- m N N EDK N}w o I Ex �nI oOY'5 N PROP. - STAIRS(WOOD) `PROPERn I LINE � EDGE OF WETLANDS CANTILEVERED AS DELINEATED BY ADDITION /U i SHAi-N M.BARRON,M5. W � SEPfEMBER 21,2021 EXIST.AVERAGE CRAVE +7 m NORTH FRO (STREET LEVEL) •— PERn LITE - ,-. - - ELEV.a2.8' 1 L-11 I-1 I-1I H I—JJ L—I L—I H L—I I I�i I- 1=L-I-1 -1I IJ1LI H I�1-1C—III-1 L—I I IJ I�I C—III-1 O EXISTING FOUNPAIO OPEN ELEV.+O.O' L_ EAR NORTH ELEVATION (LEFT SIDE) "' BRREEAKAWAY WALLS a SCALE: 1/5" = 1'-0" 0 _ Q PROP.. RIDGE HEIGHT(FROM EXIST.AVIS.CRAVE) ELEV *33.8' H ry O PROP.BALCONY I III IIIIIIII , IIgI �I I - _ _ I I� PROPOSED FINISHED SECOND FLOOR n N ELEV.+18.8' ❑ I I I I I I PROP.MECHANICAL 1. PROPOSED FINISHED FLOOR rr PLATFORM(WOOD) ELEV.+10.0' III _ 19 PROP. OUTDOOR FEMA DESIGN FLOOD ELEV. I' STAIRS PROP. SHOWER(OPEN TO N LEVEL OF a ELEV.•8.0' NATURAL ABOVE) I AFEMA BASE GRADE FLOOD ELEV 9 ELEV.+6.0' SOUTH FROfMRIY - LIKE .--u_ - - — r— - - - - - - - - - - - - - - - - - - _ _ - - - - _ f E I I-1 -11 H H�I I I-1 H L—III-11-1 IJ I L—III-1 I I_III-1 -1 I-1 H -1I-1�I I-1 -1 I I_I I I—III—III-1 I-1 I-1 L—I ELEv*2.8' $ —1 I-11I i h IL1, 11 I-1 I I-III-1 -1 -1111 1=1I-I i-1 11-1-1 -1 1-1 L -1 i 1-I i-1 I-1 I-ll=i i-III I I I-1I PRIME I-1 a —11I I_ —1 -- I-1 -1 I-11-1I_I-1 —11-1I—11I—I 1-111-1 I-11=11 PROPERn PROFERn EXISTING LINE LINE NORTH PROPERn EARTH EXISTLINE EAST ELEVATION (REAR) WEST ELEVATION (FRONT) SCALE: I/8"= I'-O" SCALE: I/8" = I'-O" PROJECT: _ - - MANDARO _ - -- RESIDENCE 2135 BAY AVENUE fT Z EAST MARION,N.Y. III PROP.BALCONY ——-- - PROPOSED EXT.ELEVATIONS WEST �PROPERTY LINE µ1�� PROP.ENTRY PROP Will IIIII STAIRS(MOOD) PAGE MECHANICAL PLATFORM SD-3 (WOOD) I L FRCP.OUTDOOR _ �p II I�RIIII SHOWER(OPEN TO ABOVE) DATE:07/09/24 3 OF 4 V ELEV.+8.0' AEFTEMDER DGE OF YETL AS VELINEATW BY HAM M.BARRON,M.S. - 1-f. - I, 021 PROPER 2 EAST n LINE I l l E111=11 a 11-1 1=11 La 11-1 1-n L`-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 LI 1-1 I f= I`I 1-1 C—i1- 1-1LJ l=l CIi1-1TI_I rI I-1TI-1 1-1 1 1 =1 1-1 I-u -1 —1I i-I I L—t I I-1 L=1I L—ITI_I I�I H L—III-1I—1 I I-111-1 I-1 Ei n_1-1 n—1 I-1 i�L—III-TI=I n�1I�1 L-1I�I -n L—I11_I1 I—u FId k /I I-1 n—n r 11— PROPOSED OPEN � J FOUNDATION W 9 4;t BREAKAWAY WALLS SOUTH ELEVATION (RIGHT SIDE) ^ SCALE: 1/8" = I'-0" DEMOLITION NOTE EXISTING FOUNDATION LOCUST ' POSTS TO BE REMOVED;HOUSE TO BE LIFTED;REAR PORTION OF EXISTING ROOF TO BE REMOVED EXIST, OUTDOOR m _ SHOf"E� i►EXIST.RIDGE HEIGHT m., EXIST. cm O n>( C m Z 0 0 EXIST. EXIST IST. __ m ro Y a f xc� B MUDROOM OFEMA DE516N FLOOD ELEV. ELY EV,+10.-f'(DFE) i � N 0 v� �• EXIST. FEMA BASE FL.ELV. ® ri^ it II a E O KITCHEN ®® ELEV.+6.0'(BF2) ®® EXIST.FINISHED IRST FLOOR EXIST.AVE RAGE GRADE ----'� L DR BEOOM' ELEV.+2.8' 6BASELINE 4- 70 V EXIST.2"XH"FJ. Miry` SOUTH ELEVATION (FRONT) ag MM� ®16,O.G. +j L.I.J OPEN GONG. PIER FOUNDATION DETAIL XE IST. To REMAIN g SCALE: /b" = 1'-0" 5CALE: 5/4" = 1'-0" DEN U c: EXIST.2"X8"G.J. V,L/ 0) TO(REMAIN ` •U� mPIER 8 TIE BEAM SGFiEDULE a � G . Q ITEM NUMBER DE50RIPTION PIER TYPE EXIST. LIVING A PIER SIZE 18"xlb" ROOM EXIST.5TUDY Q B PIER REBAR (8)#6 VERT.REBAR / -- -- - ---- G TIE BEAM 51ZE 24"xl8"DEEP D TIE BEAM REBAR (4)#5 HORZ.REBAR - -- PROVIDE 5TRAPPIN6 4 NAILING EXIST. SIMILAR TO CONNECTION'G2'IN DN. "TYPICAL NAILING/5TRAPPIN6 f�j QUIREMENTS FOR UPLIFT,SHEAR,4 -rtan, a, I1� nmu.nn ; K? LATERAL WIND RESISTANCE"ON PAGE F: 6-003®EA.STUD-STRAP TO - 0 U)Ul f AROUND BEAM LLWWm EXIST.F.NOTE.N.(SE E EXISTING FIRST FLOOR WEST ELEVATION (LEFT SIDE) O j Z LL SECTION NOTES FOR INSIILJ I I 1 I XIST.RIM JOIST,U.O.N. I I I I I I I SCALE: I/8" = I'-O" o Nzi j O m AM AS PER PLAN I I I I i II --L-a-_ 5/4"A H.D.SAW.CARRIAGE �- d m Z OIL m BOLTS W END NUT AND(2) Q O p OVERSIZED WASHERS-COUNTER SINK HEADS IN BM AS REO'D- 1 I I I O SEE PLAN DETAILS(TO RIGHT) o FOR QUANTITIES EXTEND PLYWD 4 \p_% -�__i•y' 'I�'_ •IJLI `h•• 5 SIDING 3"LOWER 4 II• :II UNDERSIDE ASSEMBLY: jj� II T•'ll - $ THAN T.O.PIER .N •_H_y, 5EE TYPICAL UNDERSIDE DETAIL II ll .II II; FIRE RATED .11 II 6ALV.STL.ANGLE-SEE _ll___ - SEALANT -_;i __ ;i U_. 5/4"NON SHRINK II II 11 PLAN DETAILS(TO RIGHT) II.. If y IC y_ FOR SIZING .•y__•__!p____y� GROUT AS REG1'D II' II II• !%'� ,eom dl II II I6°xlb"xl/2°THK 6ALV. _______________~:_ n ) N (5)#5 STIRRUPS v II' � •• STL.BASE PL.-SEE U p• .II :'- ________________________________ o ®4'O.G.®TOP ••"JL i_ FLAN DETAILS(TO RIGHT) II IP C_"""""" -] o n --y1 n FOR BOLTING .X..__-I'a___n_ #3 STIRRUPS •dl ,I U• II � I It. _ �a �� � - ®8"O.G. 1. P.GONG.PIER- PROJECT: SEE SCHEDULE TOP STIRRUP MANDARO SHALL a4 REBAR ABOVE FOR „ .• .•II•. -11` _' -.II. RESIDENCE SIZING-ITEM A •fl' .I� II 'SIMPSON'STHDI4RJ •II Ij . IL 11= I `II '.II •I (III fl II II INDICATED ON VERT.SCHEDULE ABOVE -U It.' -SEE ' a---y SCHEDULE PLAN(HOEDOWN'D') II• ••U NORTH ELE�/ATI ON (REAR) I I If FOR SIZING-ITEM IS jl IIt 2°GRAVEL BASE It i) ' It. 2135 BAY AVENUE 71'. IL• 16 Il II lY -n----tL--'-n- (4)#s BENT REBAR® -tt--'-il---rn-. SCALE: I/8" = I'-O" EAST MARION,N.Y. PITCH GRADE II' II• II A.PIER TO PILE GAP 11• II .1 II II'. •II CONNECTION II' "II .II �l. •li. n II° f1� I II DRAWINGTITLE: II.II_ II I•__JI_-ltn_ STIRRUPS •-n II.•11 II U` �\ BP.EAMS SEESEEDS HEDULE II jj \��\ PROPOSED EXT.ELEVATIONS II IIJI '_II II \ IJ II .JI.'UI ®4°O.G. °ptl• Ir- ABOVE FOR SIZING,-ITEM - 0 SOT. II II ° II °1 II II, II- •II II' -7 a- n- m may 'll II II 'll IH• HORZ.REBAR- �� . ABOVE FOR SEE SCHEDULE � •-u ll•-•-�f-•j1 U`- PAGE:Ilu in I II II n -ITEM DIi it — --_-- —____ It 11 II..• II I - a- SOT.REBAR SHALL CLEAR a cc •' TOP OF PILE BY MIN. _ ----------- I—`_ __ I— ------- __ -- 'mom DATE:07/09/24 40F4 ^ ce IT :mm TE1.,f 12°O.G.(6 ALL F TIE BEAMS) J p_p 6'96"xl/2°THK.GAP PLATE;W ' 1)3/4°H.D.SALV.THRU BOLTS ±N: I `r (BOLT SPEC.AS PER MANUJ 'I HELICAL PILE-SEE TLA AN N AND NOTES. EAST ELEVATION (RIGHT SIDE) LA INSTALL AS PER MANU.SPEG.'s SCALE: I/8" = I'-O" SITE PLAN HATCH KEY: PROJECT / ZONING DATA PROP05ED BUILDING ADDITION SITE LAYOUT NOTES: ��'n"� �e U� I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS TAX MAP # PROPOSED ACCESSORY STRUCTURE \,-MARION LAKE �� / SUBJECT TO VERIFICATION BY A LICENSED 1000-31-1'1-04 / VIP/ SURVEYOR. THE INFORMATION ZONING DISTRICT R-40 NON-CONFORMING REPRESENTED ON THIS SITE PLAN 15 TO THE PROPOSED 2ND STORY ARCHITECT'S BEST OF KNOWLEDGE. LOT AREA 0.1 ACRES ?- 2. SURVEY INFORMATION WAS OBTAINED CofO - STORM DAMAGE REPAIR cv FROM A SURVEY DATED SEPTEMBER 24, c) 2021 AND PREPARED BY: TO �I N�G SEASONAL #3�Ig3; OGTOBER 2014 c V '.\ ZoN I D . PROPOSED 10' WIDE /�\���p�� �0/A� NATHAN TAFT GORWIN III GofO - ACCESSORY BUILDING #Z52g6 JULY Ig73 U VEGETATIVE BUFFER Z EDGE OF WETLAND5 AS N.Y. STATE LAND SURVEYOR } o\\ \\ (METAL SHED) DELINEATED BY SHAWN M. BARRON \\ LIC. MAIN ROAD VARIANCE APPROVAL PENDING m X Y N �_\ `\\�., \. o�\ M.S. 5EPTEMBER 21, 2021 \\ JAMESPORT N.Y. Ila4-f o m o �\ ygI tg g�'� \\ , ;�\, \�� \\\. �\ 26 PHONE: (631) 727-2090 FEMA FLOOD ZONE AE (EL. 6) o Oco EXIST. SEPTIC SYSTEM ,\\ \ `\\�� ` ��\����`>� WETLANDS DISTRICT APPROVED NOVEMBER 2025 TO BE ABANDONED PER � `�\ \\ \ � �g'�` �`g��� �g a' 0 �`�, �\\�\\\F��' ��••,. O�\ �� HAY BALES 4 SILT SGDH5 STANDARDS \ \\\\\\\\\\ \ ` �,\ \ \ \ \. \\ :.\\; \, \ \.': \\ \ \ �\\ FENCING DURING \. .\. � \\\ \ \ti:�\ \�;-\ \\\\\\ -4738-04874/00001; \\\.. \ :\ ,\\\,\ ,•\\ j \ ` \\\�: ` _ \>>>. \. \ CONSTRUCTION \ NYS DECDEG APPROVAL 10/27/22 ^^,, SUFFOLK COUNTY HD APPROVAL PENDING 3 L \' \\\': \ BEDROOMS :,, . ), . � � PROPOSED 5TORMWATER z �\ \\ \\ \ . \ \. \T\ ,\.�IL CHAMBERS .}� _ m \`,\, \ :\�.::`;, `',\�, p \\� \ `�\\ \ >.:. _ LOT COVERAGE ,\�r M EXISTING BRICK PATIO � 90 LOT W � \ ;,`, \ \ �.\•:,;>\\: I c�ua�( \\\ INK011j \I• ; DESCRIPTION (FOOTPRINT) AREA ..�.-+ \ \ ` \ GRADE TO BE RMEOVED '\ \\ \'� � COVERAGE .� EXISTING SHED TO ���� '` ` REMAIN I � \\ \, a ` \ \ \ ( ~ I: \: TOTAL\�\ \ 3 O' \ \� T L LOT AREA 6,000.0 S.F. ``�\� 9 I \ \` \ . \ \` PROPOSED REAR ENTRY V TYP. �': .\ \ `\ : ;, ` STAIR \I" - \`��� TOTAL LOT AREA LANDWARD OF \ \ \ ;\.; O zc ,.,,,..\} ,m\ �>° WETLANDS 5 600.o S.F. _ 35 REAR YARD SETBACK _ � \ \.:��.�,�.: .�. � �� ... , .I 1.3 \� � \\ .•:, \\ \ \`\ , EXISTING DWELLING 800.0 S.F. 14.3% ^ O I I I I I \4 EXISTING FIRST FLOOR LL I W EXISTING METAL SHED 105.0 S.F. 1.5% PIER LINE; AREA OF BUILDING EXTENDED PROPOSED DWELLING ADDITION 116.0 S.F. 2.1% BEYOND PIER LINE 15 10' SIDE YARD SETBACK �I _- --� EXISTING LOCATION PROPOSED F FFSTAIRWAY COVERED PORCH 58.0 S.F. 1.0% I I PROPOSED OUTDOOR TOTAL AREA OF ALL STRUCTURES 1,077.0 S.F. Iq.2% SHOWER OPEN TO ABOVE PIER LINEF PROP. I I I I PROPOSED SECOND "MAXIMUM LOT COVERAGE ALLOWED - 20% STORY ADDITION OVER EXISTING FIRST FLOOR I .5' 6.0' 15' SIDE YARD SETBACK / \ EXIST. / \ PROPOSED MECHANICAL REQUIRED SETBACKS - DWELLING AREA OF RAISED / \ I I PLATFORM --- - -- - - - -- ---- - GRADE FOR I ❑ PROPOSED SEPTIC \ �� REQUIRED EXIST. PROP05ED COMPLIES SYSTEM; APPROX. 515 S.F. II II PROP. EXISTING � � FRONT YARD -- - �- 35.0'- 15.2' 15.2' * NO PERMEABLE I FIRST FLOOR GRAVEL I 1 SIDE YARD 10.0' 6.0' (0.0' * NO PARKING II (t 452 5.F.) I BOTH 51DE YARDS 25.0' 3q.3' 51.5' YES 1 REAR YARD 35.0' 44.5' 44.5' YES 0 EXISTING NON-CONFORMING; PROPOSED WORK DOES NOT EXTEND PAST EXISTING !'-` \ / PROPOSED 2 STORY i I \00¢��� NON-CONFORMING SETBACK ! \/ ADDITION W/ 10 /\ COVERED DECK I ENTRY STAIRS; 0O O O 1 SOUTHOLD TOWN CODE 250-20-1 (A)(I) NN L ' / \ ADDITION TO BE I n x EXIST. LP TANK / \ CANTILEVERED 1 - (NEIGHBORS) / \ I I LOT SIZE 6,000 S.F. ALLGWAABLE (a) LOTS CONTAINING UP TO 10,000 S.F. 2,100 S.F. a 0 - - i /J PROPOSED GFA = 1,358.6 S.F. - - ------------ Ir T --� EXIST. WATER EXIST. WATER VALVE METER PROJECT: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ _ L - - - - - - - - - - - - - - - - DRAINA&E 5Y5TEM CALCULATIONS: EXIST. OVERHEAD AREA OF IMPERVIOUS ROOF COVERASE = 1,046 S.F MANDARO EXIST. WATER ELECTRIC WIRES -o 1,046 S.F.x 2"RAINFALL EVENT = 174.5 G.F.STORAGE REQ.'D METER EXIST. SPLIT RAIL FENCE CONTACTOR C-4140 STORMWATER CHAMBERS PROVIDE 2q.4111f C.F.NNIT STORAGE RESIDENCE W CONTACTOR C-4HD UNITS PROPOSED: 1'7q.g4 G.F.STORAGE PROVIDED DRAINAGE SYSTEM INSTALLATION NOTES: 2135 BAY AVENUE EDGE OF PAVEMENT EXIST. A MINIMUM OF 10'SEPARATION 15 REQUIRED BETWEEN STOR 4KATER EAST MARION, N.Y. AVG. CHAMBERS 4 WATER SERVICE LINE,UNDERGROUND UTILITY LINES,SEPTIC GRADE COMPONENTS,LEAGHINS FIELDS,SEWER COMPONENTS,AND THE EDGE OF ALL FOUNDATION WALLS B Y AVENUE EL=2.8' A MINIMUM OF 5'SEPARATION 15 REQUIRED BETWEEN STORMKATER _DRAWING TITLE: CHAMBERS 4 PROPERTY LINES (PUBLIC, WATER IN STREET) _ STORMWATER CHAMBERS SHALL BE INSTALLED 6"MINIMUM ABOVE THE PROPOSED SITE PLAN 'N HIGHEST EXPECTED GROUNDWATER ELEVATION. CONNECT ALL CUTTER LEADERS TO NEAREST STORMWATER CHAMBER. PROJECT DATA �EDGE OF PAVEMENT SM_ - 0.0' SM PLAN NOTES: PAGE: I. PROPOSED FOUNDATION LEVEL TO REMAIN AS STORAGE ONLY 4.1' D�� 2. A TRUSTEES INSPECTION SHALL BE 4.6 SM WATER IN LOAMY COMPLETED PRIOR TO THE INSTALLATION i PT / SAND WITH GRAVEL OF THE STORM WATER CHAMBERS 6 O i WATER IN BOO 3. ACCESS FOR ALL WORK AT PROPERTY �� i DATE:02/26/24 1 OF 4 SHALL BE CONTAINED TO PROPERTY ' i LIMITS ONLY WATER IN MIXED EDO E OF WETLAND5 A5 LOGATEID 51' NATHAN ,sP SAND WITH GRAVEL WIN L.S. ON JUNE 6. 2012 --------------------- ---- -----GOR - ---- ------------------- SITE PLAN COMMENTS: GROUNDWATER (p ENCOUNTERED 4.1' BELOW SCALE: 1" = 10'-0" GRADEI� �-°��� ` REAR SETBACK REAR SETBACK v � �w Q PROPOSED STAIRWAY < p UI tu FOOTINGS(TYP) N 0 co I - N O PROPOSED BALCONY IN LINE W/ w8 m Y I EXISTING FIRST FLOOR WALLS m UJ T . TnIn I TI I=o _0I 0 N N NE Q : m VN --_-- rr u l 70 II I �I O N Mtn } CD PROPOSED I}—'r------- r-------� I _ - - Q PROP. = 3'-b"— - -- G _ z I PORTION OF II I I I I II BATH - - �n OBALCONY ADDITION TO BE I I I I I -_ 1 j I I ST. CANTILEVERED PIER LINE ab S.F. xEXIST. 0 0 I MUDR00 - I _ o m ,� r ❑ I o (j � �n I I I I I I 1 i _4■ E.KIS F'RO�'• `fl _ I I I I I I �1'11FROF. OPEN = KI-OHEN ®® OUTDOOR to i- I I I I I I I 11 FOUNDATION; 15" CONC. SHOWER ' BEDROOM I I I I I I I II PIER5 W/BREAKAWAY u. PROP. DEN I �® PRO - W I I I I I I I I - _ 139 S.F. WALLS t' BAT . I I I I I I II ' F NEW . .I❑1 I I UP = ❑ I� I NEW ' -0 I I I * ry +� I I I I I 1 DN. U " I I I I I I I I lu n D NI NG O I I II I I i I i ROOM rye J M I I I I FRONT SETBACK FRONT SETBACK I❑I INEK EXIST. L _ 1 =-_ �I II I - - 4 m DN. BEDROOM EXIST.2"X5" F.J. -bI' � II ® 16" O.G. U I j 1 j I I I PROP COVERED. FRONT­/ TO REMAIN I II I I I I I II EXIST. 2 XS G.J.I PORCH 1 (n I II L ® I6" O.G. NEW I I I❑I _Q G TO REMAIN DN. I r J Q II I I I I I{ - - - - EXIST. I LINE OF FIRST FLOOR I li I I I LIVING Q I 1 1 1 I EXIST. I EXTERIOR WALLS I I I I I I ROOM BEDROOM I I 1 I I I II PROP. kqOOD I I MECH. L-----J I I I� �❑ _ I PLATFORM I L---- -----J ROFOSEI7 FOUN1�)AT1 ON PLAN PROPOSED FIRST FLOOR FROPOSEl7 SEGONE7,) FLOOR SCALE: 1/5" = I'-a" SCALE: 1/5" = P-O" SCALE: 1/5" = 1'-0" Z ui 0 U MODIFIED W (5) BEDROOM o DWELLING PROP. F.F. EL.=10.0' 24"(P LOCKING ACCESS COVERS w/ RISER;PROVIDE SECONDARY SAFETY 2"4) HEADER $ TEES/ELBOW5, ADD FILL TO INCREASE GRADE EL. TO 3.2 AT PSD. GRADE TO REMAIN LEVEL FOR 5'-0" IN ALL PROJECT: GONERS BENEATHTPIMALL RISERS) TO MATY COVER CH PSD LATERAL PIPE DUCERS AS 5 ZOINO DIRECTIONS FROM PSD. 5 MAX. SLOPE ALLOWED OUTSIDE OF THIS PERIMETER. SEE ALSO SITE PLAN MANDARO •b.` FOR PROP. GRADING CONTOURS. RESIDENCE PROVIDE POLYLOK P-68 OR ZABEL INN. EL.=0.8' 2"� SDR 55 PVC OR EQ. AI800 EFFLUENT FILTER (OR OTHER DISTRIBUTION PIPE;MIN. PITCH ":I' APPROVED MODEL w/LABEL MIN. 4"(P SDR 55 SLOPING BACK TOWARDS I/A OWTS INDICATING COMPLIANCE W NSF PVC OR Ea 2135 BAY AVENUE CAP STANDARD 46 OR EQUIVALENT) MIN. PITCH :I EAST MARION, N.Y. _ 1'-0" MIN. IN`�• 8 6" MIN. PROP. GRADE EL. ® PSD=5.2' 2'-b" MAX. EL.=O.a' q 1'-0" MIN. COVER BOTTOMILL OF PSRD 2-0')MIN. ABOVE G W AS REWD TO NSURE DRAWING TITLE: EXIST. GRADE EL.=2.&' 2'-b" MAX. C.o. 10" 10 6 - EXISTING FLOOR PLAN PROVIDE PVC VALVE BOX HOUSING 40°LONO PROPOSED FLOOR PLANS TIL. 0 z (OR BALL VALVES 4 V15TAL END OREADED F EACH PROP.SEPTIC SYS.SECTION MIN. 4 0 SD74":1' �O — — HIGHEST EXPECTED cV LATERAL FOR MAINTENANCE d INSPECTION—MIN. — — — - - T. — 4 '- — -I 4 GROUND WATER EL.=0.0' — — - NEW HOUSE m: PAGE: CONNECTION; (h IL T 5 I CHAMBERS,ASINFILTRATOR UPER DETAIL ICK4 PLUS LP D_� (MIN) INV. EL. 1.5' r Q J- m J PROVIDE CAST IRON PIPE EXTENDING 2'-0" MIN. FROM BUILDING P. GONG. :<.. :.. : r - - - H L - 'I'(W)x24'(L)x2.5'( ) POURED CONCRETE PAD (4p00 PSI MIND w/(2) ROWS 02 26 24 2 OF 4 FOUNDATION WALL 5 DATE: / TOP # BOTTOM OF 5 REBAR® 9( O.G. BOTH DIRE GTIONS N �O ( ANCHOR ---- - TANKS TO PAD w/NYLON STRAPS PER MANU. SPEG.S. — _ ,.....;.'.:•.; ;.':::::. -.. ... r.,,.: ,: :,'•;.:.. : .' ON STRAPS SHALL BE EITHER INFILTRATOR TANK BUOYANCY CONTROL tr STRAP ASSEMBLY (TANK-Br-5-KIT), OR OTHER COMMERCIALLY AVAILABLE STRAP SYSTEMS MEETING MANU. SPEC.'S AS LISTED IN INFILTRATOR "IM- 4 ® „ CM-SERIES TANK BUOYANCY CONTROL GUIDANCE" BULLETIN. �r"�' i06 YSTEM 17E7A I L SCALE: NTS c) 04 ca Z) cy) 0 1 LI I LI I FH1 L U.) (D af CD c Z (o X -V 04 0 0 COc) D 0 C5 Lo C) a: LLLLI PROP. ENTRY LI I I jw Ii I I "Ld STAIRS (11400p) I I I I LAU it to 't U I AU I I PROPERTY 11 LL-[I LINE I�AS ED&E OF WETLANDS —r-ANTILEVERED-J—DELINEATED BY ADDITION SHAPqN M. BARRON, M.S. NORTH SEPTEMBER 21, 2021 EXIST. AVERAGE GRADE (STREET LEVEL) 4_4 MI ELEV. :2.&' + 1-1 BASELINE,&, c- \\-EXISTIN6 \-PROPOSED OPEN ELEV. +0.0"-F EARTH FOUNDATION KI NORTH ELEVATION (LEFT SIDE) BREAKAWAY WALLS (3) SCALE: 115" = 1'-0" 0 ekFROF. RIDGE HEIGHT (FROM EXIST. AVG. GRADE) ELE\/. +55.&' _t1A -7- ll it I I It __1 -=-z 11 -1 11 11 lull 11 1 11 [1 111 11 H u 1 lll -1 Ll u iLJ ul Jl PROP. BALCONY "Lml F=1 I APROPOSEP FINIE)HQ�> SECQNr�� FLOOR Ut It ffil 11 u A ELEV. +1&.&' U-1 11 ILIA 1 ll Lj I LI LLLtI I PROF. MECHANICAL UL PLATFORM (HOOD) [-[tw[ LILI PROPOSED FINISHED FLOOR�tL 1111 11' " H I j 11 1 L[Lt I -OELEV. +10.0' STAIRS PROF. PROF. OuTrl>OOR-\ H Ll 11 Ll 11 1- a LEVEL OF FEMA DESION FLOOD E T79 NATURAL SHOWER(Of=T-!N TO ELEV. +&.0' ABOVE) GRADE e6FEMA BASE FLOOD ELEV. V ELEV. +6.0' SOUTH PROPERTY LINE z uj uj d4EXIST. AVERAGE GRADE V ELEV. +2.8 BASELINE FROPERTY PROPERTY-Z IV ELEV. +0.0' \'EXISTINO 0.. LINE LINE NORTH ".OPERTYJ EARTH EXIST. EAST ELEVATION (REAR) LINE! NEST ELEVATION (FRONT) SCALE: Va" = 1'-0" SCALE: 115" = P-0" PROJECT: r-7-7-7-7-7 MANDARO RESIDENCE 2135 BAY AVENUE EAST MARION, N.Y. PROF. BALCONY L . . . DRAWING TITLE: I.1L I J 11-j1 It it Hit fl-d 11 PROPOSED EXT. ELEVATIONS WEST PROPERTY LINE 11 111 Lji' I ID I PROF ENTRY PROP.-_� ILU IL11 I 1' 1111 1 L STAIR'S (WOOD) PAGE: -MECHANICAL PLATFORM 1J 1111 11 1 (WOOD) PROP. OUTDOOR SD-3 SHOWER(OPEN TO DFEELEV. ABOVE)---------------------- DATE:02/26/ +8.0, - EDGE OF WETLANDS AS DELINEATED BY SHANN M. BARRON, M.S. I/sEPTEMBEF;z 21,2021 EAST PROPERTY LINE L m m I-I IF mm I-- I-I 11-11 I-gH 11177=1 _T - -1 _F_ 7-17 7—,, T F1 TT TT7 TT ... \�-PROFOSED OPEN FOUNDATION W BREAKAWAY WALLS SOUTH ELEVATION (RIOHT SCE) (P SCALE: 1/95" = I'-o" DEMOLITION NOTE: EXISTING FOUNDATION LOCUST POSTS TO BE REMOVED;HOUSE TO BE LIFTED;REAR PORTION OF EXISTING ROOF TO BE REMOVED EXIST. OUTDOOR SHOWER SEXIST. RIDGE HEIGHT cy) — - — t N 1 N EXIST. ELEV. +1&.8' 20-6 Y u) DN. 11C�ovC TO G IIA?AO�® JLL JL J r Vn Z O EXIST0 . EXIST. IST. M Y a______-_-____� 2 x N BATH.. MUDROOM FEMA DESIGN FLOOD ELEV. I F9�P 9 O m � ELEV. +10.7' (DFE) Fi-�� ; N O c F EXIST. EXIST BASE FL. ELV. ' ' 0 EXIST. � �� �I� —G KITCHEN ®� ELEV. +6.0' (BPE-1� r,llr,l 1 ®® EXIST. FINISHED FIRST FLOOR ELEV. +4.8' �n'�II'=�J� EXIST. AVERAGE GRADE EXIST V ELEV. +2.&' BEDROOM bBA,SELINE_ �LEV. +0.0' U EXIST. 2"X&"F.J. m SOUTH ELEVATION (FRONT) a� m OPEN GONG. F I ER FOUN7AT1 ON DETAIL EXIST. TO16REMAN � 50ALE: 1/8" = I'-O" SCALE: 5/4" = 1'-0" DEN I U c EXIST. 2"X8" G.J. No TO(REMAIN •Cn PIER $ TIE BEAM SCHEDULE xrST. G Q ITEM NUMBER DE50RIPTION PIER TYPE EXIST. A PIER SIZE LIVING 18"x18" ROOM B PIER REBAR EXIST. STUDY Q (8) #6 VERT. REBAR - -- G TIE BEAM SIZE � 24"x18" DEEP I ,R71[„OIA .e..�,...�.;,._...ej� _�.'--± _�.._.__�.�.._ 1h46711b 37A7N7r• Poor ROOF D TIE BEAM REBAR (4) #5 HORZ. REBAR -- ���� !!!\ ptevm Me -- ---------- - ---- —...ems—... II PROVIDE STRAPPING d NAILING EXIST. SIMILAR TO CONNECTION '02' IN DN. r lnirnrnTr J "TYPICAL NAILING/STRAPPING I Bill INIIIIININ IpI ieiiiiieeeie q OUIREMENT5 FOR UPLIFT, SHEAR, 8 Z LATERAL WIND RESISTANCE" ON PAGE " 1 AAI IIAIIIIIX I'4111 Ll 6-005 ® EA. STUD - STRAP TO WRAP p_=___ F_y �JI � Ul Ul I AROUND BEAM IIL x w tu Lu EXIST. F.J., U.O.N. (SEE EX I STI NO F I R57" FLOOR z m - SECTION NOTES FOR INSULa I I I I WEST ELEVATION (LEFT SCE) I E) ry 0 —EXIST. RIM JOIST, U.O.N. I I I I 50ALE: I/8" = 1'-0" I- - ~ �2 SCALE: I/a" = 1'-0" Q z i CO * BEAM AS PER PLAN I I I I Z W Q 5/4" 0 H.D. GALV. CARRIAGE BOLTS w/ END NUT AND (2) i i N 4 0 0 Q o __- OVERSIZED WASHERS - COUNTER I I ' j j l I-- m to SINK HEADS IN BM AS REO'D - 1 SEE PLAN DETAILS (TO RIGHT) FOR GUANTITIE5 EXTEND PLYWD 6 Y�_ _''� U_° I �'I • �_. SIDING 3" LOWER II• < TYP. UNDERSIDE ASSEMBLY: yli II THAN T.O. PIER SEE TYPICAL UNDERSIDE DETAIL - r- I--�"--�11- IIk ll � .II II°• �I • II � FIRE RATED ° 11 II GALV. 5TL. ANGLE - SEE SEALANT II °"-11 ---II= PLAN DETAILS (TO RIGHT) II 11 IC ap \N ----p-, ` 5/4" NON SHRINK IL_ FOR SIZING d / GROUT AS REO'D p -- �I 1! `p---- If --{h e."TIto OMTo-,, be IREMOVIV d1 II •II I6"xlb"xl/2" THK GALV. II .II• p H~ (5) #5 STIRRUPS N Ir II° 5TL. BASE PL. - SEE II ° ' 11< • II a - ----- ------------------------- - __________________________________ 9J .•, II` II PLAN DETAILS (TO RIGHT) 11 II IP _______--- _ _ ® 4" O.G. ® TOP ry-e--�L--'-p-. --�aLe---p- 11 FOR BOLTING Ir a a dl Il• II Ip• #3 STIRRUPS ° VI - P. LL GONG. PIER - SEE SCHEDULE TOP STIRRUP PROJECT: ABOVE FOR-"-,, �fI l 1I1I . alIlI • SHALL #4 REBAR 5IZING - ITEM A 11' '51MPSON' 5THD14R J °'-°III III-°-- •II1 .II II, MANDARO HERE INDICATED ON RESIDENCE VEe REBAR - SEE PLAN (HOEDOWN 'D') 'p- --IL: --�- L �I T(ON (REAR) .:SHEDULE ABOVE— FOR 5IZING - ITEM B ;II II II 2" G NORTH RAVEL BASE I °II a II II ° II n u Ir n• 2135 BAY AVENUE I�° 16 (4) #5 BENT REBAR ® I� • II -la SCALE: I/8" = I'-O" EAST MARION N.Y. PITCH GRADE _s-p~ -p----� p-• , Il' I II A. PIER TO PILE GAP II II II CONNECTION 11' II n DRAWING TITLE: n�1 _II,I. '�I II�II II�I• �I •II,II_ Iltr<-.Ir III ` Iltr--fir -rrll \ P. GONG. 5UBGRADE TIE \ \\ •II 11 1, II 11 \\\�\\ PROPOSED EXT. ELEVATIONS STIRRUPS II II II II BEAMS - SEE SCHEDULE ® 4" O.G. e Utl• Ir It11- \ ABOVE FOR SIZING - ITEM G ® BOT. (I II II ° 1 II 11 , II •(I II° ---fop-. HORZ. REBAR - "JI II lr "II II•° �II II ` 11' II II ;a�I FLU_ SEE SCHEDULE _u Ir �rI -_-L u II • N1 II u ABOVE FOR 5IZING u II • Il .- 11 PAGE: m II II - ITEM ID ° II• II °11• 5. °° I, ,Ib° •• - ----------------- �' - E_--=- = BOT. REBAR SHALL CLEAR ----- -----{ - - '� e C ---:�— °• T M I T 11 —_�-- n G— • • . a a i - _ _ _ _ _ OF ROOF 1 • C� •--- _--- — �u ° - --______ _ OP OF PILE BY MIN. I-I/2 = _ -_- -___ _ a -- -= a t= -b , ,gy m =DATE-02/2E 4 W 4 #3 STIRRUPS ® ° . _s__-- ------- _--- -_ -- --a===_____________------ - _____, - p� �11 12 O.G. (® ALL F TIE BEAMS) I 'of-D Ap uj pU1 6"xb"A/2" THK. GAP PLATE; w/ rnrn rn, I IIAI IIIAIIIIIAII ILL I 1 1111 Illpl A1M1111Atl1 -5 I) 3/4" H.D. GALV. THRU BOLTS 11 II I R 11111 A w h p to (BOLT SPED. AS PER MANU) i- I --------Lkl i _�_7111vW ali` e. NEW 5TL. HELICAL PILE - SEE AND NOTES. EAST ELEVATION (R I O SIT SIDE) � INSTALL AS PER MANU. SPEG.'s A •"�� r SCALE: 1/8" = 1'-0" F[ - °��`