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HomeMy WebLinkAboutTR-10833 t To— ha: :fir nex �� Qt SOU 54375 Rou_e 20 �!e�n p o !79 Box ! 19 '. :cnoias t , Eric Sepenosk, :63 ! 765 :39= L N 6.3 664- L:_ v 1�COUNV, .BOARD OF TOWNN TRUSTEES TOw� OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES RUST CON TACT THE OFFICE OF THE BOA DOFTOFFEES YOU ARE REQUIRED TO THE ACTIVITIES CHECKED 72 HOURS PRIOR TO COMMENCEMENT OF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 day of construct:01` Z constructed r When project complete. call for compliance inspection. r._ dy' ^•b°°yn rllSle (,t+ tSr y r rr♦tr � pAb rre drdie'' � ,• t,li "-Ya am 1!+' er i0 " s. y\i �y `�.4�9 Yf Al :: - '��°PP /1 jiee !!!q' itp,/ _^t. �,.'���! 6?0° .._rt 4�14PY+ 1 i�� � t•P G°� :; BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10833 DATE: AUGUST 13, 2025 ISSUED TO: MARDIK DONIKYAN ```{ ;ate t, PROPERTY ADDRESS: 54255 COUNTY ROUTE 48, GREENPORT SCTM# 1000-52-1-4 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ss l accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 13,2025, and in consideration of application fee in the sum of$1,250.00 paid by Mardik Donikyan and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the 4 c 4° following: Wetland Permit to demolish the existing one-story dwelling and masonpatio; .. ,. construct a two-story, 1,645sq.ft. single-family dwelling with attached 16s ft. 80sq.ft. and 435sq.ft. porches with associated steps, a second-story 15'x15' covered roof deck, a second story 101x20' roof deck, basement stairs and window wells for egress; construct a 10' 0' in-ground swimming pool with hot tub; install a pool drywell and pool x3 equipment area; install 1,160sq.ft. grade-level masonry pq>n1 patio; a 121x12' shed; a 4'x8' outdoor shower; install 4' to 6' high pool enclosure fencing with gates; install a/c units and a generator; remove existing septic system and install an UA OWTS sanitary ;• y ;' system landward of new dwelling; install a stormwater drainage system; fill an € _ approximately 520sq.ft. area of recessed driveway with on-site soil material to match vq surrounding grades; and to establish and perpetually maintain a 22' wide vegetated non-turf buffer along the landward edge of the retaining wall,with a 4' wide cleared path; and as depicted on the site plan prepared by Michael Macrina Architect, received s on August 13, 2025, and stamped approved on August 13,2025. f. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, .,1 , and these presents to be subscribed by a majority of the said Board as of tl?e day and year written above. :-f.. � .�♦ �� � Oda Sy. F % fFO(�. A PI a , �y • �� _— ,n tee. —� i% rTY�C.73°}YA`P'R'�'dri7✓, ;,riyy3x+"`Y.,,��'Y z Y,^.i3iY�tF?:J3../.%IGa rS3A�'i.!7iS2i��•a��s�,e'",.n�,k;.X!3i.1`�Ai�r�'L�i i�ram°^S "AXt'u;.:�i'°rF^9SA�3."�5'.fr:�'3�Z i��`13AJiU+t r9•C RYYS[��\ _ �G .•+♦.+ - T„ Js e TERMS AND CONDITIONS The Permittee Mardik Donikyan 54255 County Route 48 Greenport New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. WOVEN WIRE FENCE 36" MIN. FENCE POST STORM WATER ZONING CALCULATIONS : (14 1/2 GA. MIN., MAi--L� RUN-OFF deeded lot area (to tie line) = 20,985.9 sf (0.482 acres) WITH FILTER CLOTH O A. CALCULATIONS : landward to bulkhead = 16,902.4 sf (0.389 acres) HAY BALE landward to C.E.H.L. = 13,709.2 sf(0.315 acres) SEE HAYBA 20" MIN' Zone: R-40 (non conforming lot) section 280-124(B) FLOW UNDISTURBED PROPOSED ROOF RUN-OFF: GROUND • Run-off Factor= 1.0I i • Setbacks: ' C ha � ' • Rainfall = 2" (.17') Principal BuildingEMBED FILTER CLOTH • Proposed House, Porch & Garage Area = 2,400 sf front = 40 ft as per sect. 280-124(B) side min_ 15 ft Ma c r ii naMIN. 8" INTO GROUN 16" MIN. sr­� u • Volume Required = (min-) _ (rainfall) (area) (run-off factor) side (total) = 35 ft Y- .17' x 2,400 sf x 1.0 = 408 cu. ft. rear = 50 ft A rc h i tE) ct SECTION ISLANLONG � Drywall Required WOVEN WIRE FENCEa. = Ring =42.42 cu. ft. per foot of height Gross Floor Area: (landward to C-E.H.L.) 97LMainStreet Stony o0 Br k NY 11790 (MIN. 14 1/2 GA., MAX. 6" MESH SPACING) 5� 99 . 50 408 cu. ft. /42.42 cu. ft. per foot of height=9.7 ft. 2,100 sf plus 12.5% of lot area In excess of 10,000 sf 10' O.C. MAX. 36" MIN. FENCE POSTS, G 0 • Provide: a 18 � 2,100 sf plus (12.5/o x 3,709.2 sf) - 2,564 sf (max allowed) DRIVEN MIN. 16" INTO GROUND P�1 50 (2)8 ft dia. x 8 ft deep drywall rings (as noted below) (max. allowed total coverage) phone. 631 686-6585 '�! - (1)8 ft dia. x 8 ft deep drywell ring (drywell#1)�o -_ __ __ =_ =__ = _ _ A 202A - 1 8 ft dia. x 8 ft deep drywell ring (drywell#2 Pro r email_ MMacrina@MMArchitectAIA.com - -- -- --- \� �pNUARy 4, O P rYw 9 ( rYw ) posed Gross Floor Area: web. MMArchitectAlA.com --=- ------_ - - - A8 TER AS OF First Floor = 1,643 sf __ _ _ __ - --_ _ _ ___ t8 1-41G0 WA (� - Second Floor = 913 sf These plans are an instrument of service and are -- PROPOSED PATIO RUN-OFF:--- --- --- --- - --- --- --------- --- -- -- ___-_- A the exclusive property of the arch' - - - --- - HEIGHT of RLTER 9� pppARE Total Area = 2,556 sf< 2,564 sf conforms P P y architect. -- -- -- --- --- --- -- --- --- -- -- -- --- --- - - 16" MIN. ( ) Infringements of the concepts and design ideas 6� • Run-off Factor= 1.0 presented on these drawings shall be prosecuted 6 • Rainfall = 2" (.1 T) • to the fullest extent of the law. Copyright 2024: -- -___ Total Lot Coverage: (landward to C.E.H.L.) Michael Macrina Architect, pc. All rights reserved, Yt - s MIN. • Proposed Patio= 1,160 sf no part of the plans may be reproduced without ♦ F� I O 20% max. lot coverage allowed the expressed written consent of the architect. T 8 � • Volume Required = 13,709.2 sf x 20% = 2,742 sf PERSPECTIVE VIEW T \� (rainfall) (area) (run-off factor)(� (max. allowed total coverage) 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS : STEEL EITHER T OR U l .17' X 1,160 sf x 1.0 = 197 cu. ft. Drawing Status TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD 6 2. FILTER CLOTH TO BE FASTENED SECURELY TO y�� 10 4 • Drywall Required = WOVEN WIRE FENCE WITH TIES SPACED EVERY FENCE : WOVEN WIRE, 14 1/2 GA. propos d 4ft wide path hj� AQ ZONE V E 13 O 8 ft. dia. Drywell Ring =42.42 cu. ft. per foot of height LOT COVERAGE CALCULATIONS 24" AT TOP AND MID SECTION. 6" MAX. MESH OPENING EX. 197 cu. ft. /42.42 cu. ft. per foot of height=4.7 ft. landward to C.E.H.L. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN 1 T WAD _ - �- EACWC ES THEY ND SHALL BE OVERLAPPED BY FILTER CLOTH FILTERSTABI X, MIT140N OR 66�y�� EXISTING 5TEp5 - - ZONE X • Provide: (area = 13,709.2 SF) 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED APPROVED EQUAL. j� S�6g�st W�17 gULKEA DWELLING (1)8 ft dia. x 6 ft deep drywell ring (drywell#3) Issued to AND MATERIAL REMOVED WHEN "BULGES" DEVELOP 7W17.36 USES PUBLIC WATER EXISTING PROPOSED IN THE SILT FENCE. PREFABRICATED UNIT : GEOFAB, j ENVIROFENCE, OR APPROVED EQUAL. ---o TW_V17-40 EX15TI - -- PROPOSED POOL BACKWASH TW17.36 BW_13.36 ►r4 top of bank TW��8 HOUSE 1,270 SF 1,645 SF t P. 4z Project Limiting Fence Detail j -= N BiN_t 5 N/0/F (1)8 ft dia. x 4 ft deep drywell ring (drywell#4) to be not to scale ( n I + to of bank - A` removed �/ • p 22'wide SUSAN GR UN ROGERS j_ Pr at d on-turf buffer > PROPOSED DRIVEWAY RUN-OFF: 313 SF O t-a I landwar etaining wall Q o0 n, 1� • Run-off Factor= 1.0 RAISED 0 SF Ali 1v 3 Pro c li tin Ce gat _ - ga e - PATIO to be L, L AUG 1 3 2025 O - • Rainfall = 2" (.17) removed 2 - 1 • Proposed Driveway= 1,500sf FRONT 5 , Town F E. 0.5 _ - - " HAZARD AR A/ �8 rn _-- - °I x q AL EROSIO �R �, EwsnNc BOUNDARY pro pose Oft tall _ COVERED �� Volume Required = 0 SF 80 SF ° o I.F. pool enclo ure fen PORCH - �I' RAISED - B >> (rainfall) (area) (run-off factor) Dates ° 2� 17' x 1,500 sf x 1.0 = 255 cu. ft. REAR - 5/27/25 Issued to Trustees 435 SF approximately 520 f recessed area of existing • Drywell Required = PORCH ° 3 ExisTiNc 8 ft. dia. Drywell Ring 42.42 cu.ft. per foot of height _ 3 I,F. HOUSE o 6, driveway to be fille with on-sites it material g = p g SIDE 8/11/25 Miscellaneous Revisions _PIER - - �- �° ° � ° � 12' 255 cu. ft. /42.42 cu. ft. per foot of height=6.0 ft. 0 SF 16 SF LINE C proposed PORCH FUSE el. 22.0 `� el 22.0 • Provide: EXISTING 1 STORY `J 12'x12'shed ( p rywell ring d ISTING H � 4 Lx,��,;�c, N 1)8 ft dia. x 8 ft deep d g ( rywell#5) IF OR SOT 52 01 02 DWELLING UHvctidav = 5'-6" EXISTING SHED 0 SF 144 SF TO BE REMOVED 12'-2 I t: -- proposed HOUSE F.FL23.44 osed s Itwater -=" " -- 8'dia.xU deep prop with h t tub G.FL.14.57 10 overall rearye11ne_ �� drywtio#3 POOL 0 SF 300 SF 30'x __ - 14.3' I (patio) - Proposed � 1,160 sf grade N } VACANT EXISTING ����'/VSe �� level pool patio proposedN gas fireplace TOTALS 1,583 SF 2,620 SF p os�p N 03 _...._. 6 2'6 e1:22-2 Screened I N/O/F 11.5 % 19.1 % 0 ��HOUSE / pP_ _f�-01-_ ro �, Porch Y GOYZA LLC r� P - 3�--- sed wi o ii �I FQR�-�� 8' diia. ' deep 11 19.3' 3 pro osed • Building Height/ Pyramid I pool d ell 33.4' 21 -2'- `0-p p dryw ll#4 gravel o I�' to house 6 8'dia.x8'deep The proposed house conforms to both building height & pyramid laws PR OP. HO USE I a' "' N drywell#2 4' 4'x6'outdoor a W ryw I o �� al arc Proposed shower piped ,0.6 (roof) 1� ex. cesspo I--1G,> `}gate N to d P P _ - I v VACANT ° arc Two-Story N ryyre►► to be remov�c 0,1 7' N ° as per SCDIHSw `� 5 Dwelling �5-2' N " SITE PLAN LEGEND : No. Date Description N/0/F I -L - at to house `° standards) of bank offset __- FFE=24.5 4 • Project COMB BEACH LLC i `° win ow 100'to -- AQ 39.5' O Indicates Property Line -- -- -- 15-82 N s> Porch6.5' "' Porch �Q Indicates Setback Line - - - - - - Proposed Indicates To Be Removed -------------- -- house w 14 �aII Before You ogZ Residence L Locator ColorsIndicates Fence o 0 0 0 Propose / proposed • z J, m r Drivew proposed 8'dia.x8'deep _ EXISTING Electric Purer Lines Indicates Proposed Structure [� or For x a w 33 I I \FIE/ el. 22. /�'d ia.xell eep d(ofll#1 I DRIVEWAY ] Gas., Ail,Gr Steam I TO BE REMOVED w o L�J o (driveway) I Communkartion Lines,CATV Proposed drywell o 3 In i solid cover belowgrade) �� ;� ■ I t ench dra Potable Water ( / P m l� X Reclaimed Water, Irrigation,Slurry �.-�\ Mardi k Proposed 2 Proposed drywell I/A OWTS LP 1 LP 2 Se�lwers and Drain Lines I O Septic \_/ \ / ' '9 (open grate to grade) Doni k a n designed b others 2� r1C X \2 KI7�'YIt�YF18t'S below. � Temporary Survey Markings 9 y `� �� X tall f x tes Call before you dig. m X relocated drweWay 9 AREA OF DISTURBANCE (Proposed Excavation Proposed pool backwash drywell ' >' X 2 W.m- 1 s' P P rY+N r Pool I + \o 0 (12,600 sf) (solid cover below grade) DW 54255 Route 48 1 � 4 4 4 • " ` O • i Project Limiting Fence & Silt Fence Southold, NY �o ° 59 �0 APPROVED B, sctm# 1000 - 52 - 1 - 4 S 47 WATER SERVICE NOTES: T.G. Top of Grate �' FE. 19.5 S,0.6 W I i Install piping on property, 4'-6"deep below finished grade, from the BOARD OF 'I RUSTEES l TW Top of Wall building to the existing vault(tie in at authority's copper tail) 'TOWN OF SOUTHOID Jurisdiction Type"K"soft copper 1-1/2"diameter pipe BW Bottom of Wa DATE A Town of Southold � eva '\ p EDGE OF �'(� Maintain 1 Oft separation to all other utilties&septic system. I.E. Invert Elti A 1 a PAVEMENT Suffolk County 20 `�01 L.D. Leader Drop - ?q T.D. Top of Drywell Drawn By TEST HOLE DATA: DA 0�S,A� 7d \� TEST HOLE DUG BY McDONALD GEOSCIENCE Indicates Electric Service -E-f E-E E- Checked B ON DEC. 12, 2023 Indicates Water Service -w w w w w w- M.A.M. Solid Cover (Traffic Bear'g) EL. 21.24' 0' dy/ *4 `31286,� 8" dia. drain inlet Grade N O DARK BROWN CLAYEY LOAM (OH) Indicates Direction of Grading Pitch Job No. -4 to drywell connection 12" min T H R 1.0' F 2373 -- SDR-35 sewer pipe BROWN CLAY (CH) p p I 24" max I Indicates Existing Spot Elevation +el 39.0 pitched at 1/8" per foot �-Traffic Bear'g Dome C - _ 4$ 4.0' Sheet Title minimum I YELLOWISH BROWN & BROWN Indicates Proposed Spot Elevation el 67 8" dia. drywell to I ® ® ® ter®� CLAYEY SAND (SC) p P Site Plan ® ® ® ® GROUND WATER drywell connection x �4 000 psi Reinforced EL. 2.24' 19.0'� I , rYw I ® ® � ® ® � � I I 09 ® ® � ® I Conc. Rings (typ) Proposed Site Plan Indicates Stacked Stone Retaining Wall 6" dia. roof leader ® ® ® ® ® ® ® x I x ® ® ® ® ® � ® _- Fb. I WATER IN BROWN CLAYEY SAND connection I ® ® ® � � ® �-3'-0" min. Collar •• = 20' - Zoning &SANDY CLAY(SC& CL) t I I Indicates Proposed Landscape Screening 0 Backfill w/ Clean 45.0' Wrap drywall with I x ® ® ® � ® � ® i Sand & Gravel (D landscape fabric I ® ® ® � ® � x I THIS IS AN ARCHITECTURAL SITE PLAN WATER IN BROWN CLAY(CH) Indicates Catch/Trench Drain fi or =� I ® ® ® � r� KA ® . I BASED ON INFORMATION FROM A If unsuitable / clayey soil is 1 I 52.0' TH uncovered at base of drywall 24" min. north SURVEY PREPARED BY : Indicates Test Hole/Boring WATER IN BROWN CLAYEY SAND (SC) Sheet Number Add a wick down to sand L-______________ ___� �-Ground Water Metes & Bounds Surveying 57 0' Limits of Clearing/Grading 43 Probst Drive, Shirley, NY 11967 Drywell Detail y , WATER IN BROWN FINE TO Non-Turf Buffers last dated: January 4 2024 MEDIUM SAND (SP) not to sca I a 63.0' Glenn Goldsmith, President ®F S®(/�� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®1® 5 P.O.. Route 25 Box 1179 Eric Sepenoski l Southold, New York 11971 Liz Gillooly @ Telephone(631) 765-1892 Elizabeth Peeples ®�� �® Fax(631) 765-6641 C®UNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 14, 2025 En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: MARDIK DONIKYAN 54255 COUNTY ROUTE 48, GREENPORT SCTM# 1000-52-1-4 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 13, 2025 regarding the above matter: WHEREAS, EN-Consultants on behalf of MARDIK DONIKYAN 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 June 13, 2025, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and,. WHEREAS, the Board of Trustees has furthered Policies 4 and 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: the dwelling has been moved further landward; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 13, 2025, 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, 2 WHEREAS, the project complies with the standards set forth in Chapter 275 of the Southold 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 for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of MARDIK DONIKYAN to demolish the existing one-story dwelling and masonry patio; construct a two-story, 1,645sq.ft. single-family dwelling with attached 16sq.ft., 80sq.ft. and 435sq.ft. porches with associated steps, a second-story 15'x15' covered roof deck, a second story 10'x20' roof deck, basement stairs and window wells for egress; construct a 10'x30' in-ground swimming pool with 'hot tub; install a pool drywell and pool equipment area; install 1,160sq.ft. grade-level masonry pool patio; a 12'x12' shed; a 4'x8' outdoor shower; install 4' to 6' high pool enclosure fencing with gates; install a/c units and a generator; remove existing septic system and install an I/A OWTS sanitary system landward,of new dwelling; install a stormwater drainage system; fill an approximately 520sq.ft. area of recessed driveway with on-site soil material to match surrounding grades; and to establish and perpetually maintain a 22' wide vegetated non-turf buffer along the landward edge of the retaining wall, with a 4' wide cleared path; and as depicted on the site plan prepared by Michael Macrina Architecht, received on August 13, 2025, and stamped approved on August 13, 2025. 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: $ 50.00 Very truly yours, :1AW Y' Glenn Goldsmith President, Board of Trustees SOUTH, OLD TRUSTEES No. 10$33 Issued' To.: lArA ' �,�C Don" y"waA Date Addres s 5 y a55 cow.T�Ro�►-ce Ng, Gfee 11 �Of� ,THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11471 TEL: 765-1892 Cantrell; Elizabeth From: Robert Herrmann <rerrmann@enconsultants.com> Sent: Monday,August 11, 2025 5:27 PM To: Cantrell, Elizabeth Cc: Hobson,Thomas., Subject: Donikyan revised site plan Attachments: 54255 Route 48 - site plan - 8.11.25 - updated - Issued to Trustees.pdf Liz, Attached is an updated site plan prepared by Michael Macrina,last dated August 11,2025,which has been revised pursuant to discussions with the Board during field inspections last week,specifically the landward relocation of the patio drywell on the east side of the property and relocation of the most westerly point of the proposed buffer limit 5 feet farther landward,resulting in a now uniformly 22-foot wide,vegetated non-turf buffer landward of the upper retaining wall. I will deliver three(3)sealed hard copies to the hearing on Wednesday. Best, Rob Robert E.Herrmann,MEM Coastal Management Specialist En-Consultants 1319 North Sea Road Southampton,NY 11968 Phone:631-283-6360 Fax:631-283-6136 Email:rherrmann@enconsultants.com www.enconsultants.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Cantrell, Elizabeth From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Monday, August 11, 2025 5:27 PM To: Cantrell, Elizabeth Cc: Hobson, Thomas Subject: Donikyan revised site plan Attachments: 54255 Route 48 - site plan - 8.11.25 - updated - Issued to Trustees.pdf Liz, Attached is an updated site plan prepared by Michael Macrina,last dated August 11,2025,which has been revised pursuant to discussions with the Board during field inspections last week,specifically the landward relocation of the patio drywell on the east side of the property and relocation of the most westerly point of the proposed buffer limit 5 feet farther landward,resulting in a now uniformly 22-foot wide,vegetated non-turf buffer landward of the upper retaining wall. I will deliver three(3)sealed hard copies to the hearing on Wednesday. Best, Rob Robert E. Herrmann,MEM Coastal Management Specialist En-Consultants 1319 North Sea Road Southampton,NY 11968 Phone: 631-283-6360 Fax: 631-283-6136 Email: rherrmann@enconsultants.com www.enconsultants.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Glenn Goldsmith,President �0 COGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski N P.O.Box 1179 Liz Gillooly y • o�`r Southold,NY 11971 Elizabeth Peeples �Ol �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: ( Completed in field by: ()o k6' En-Consultants on behalf of MARDIK DONIKYAN requests a Wetland Permit to demolish the existing one-story dwelling and masonry patio; construct a two-story, 1,645sq.ft. single-family dwelling with attached 16sq.ft., 80sq.ft. and 435sq.ft. porches with associated steps, a second-story 15'x15' covered roof deck, a second story 10'x20' roof deck, basement stairs and window wells for egress; construct a 10'x30' in-ground swimming pool with hot tub; install a pool drywell and pool equipment area; install 1,160sq.ft. grade-level masonry pool patio; a 12'x12' shed; a 4'x8' outdoor shower; install 4' to 6' high pool enclosure fencing with gates; install a/c units and a generator; remove existing septic system and install an I/A OWTS sanitary system landward of new dwelling; install a stormwater drainage system; fill an approximately 520sq.ft. area of recessed driveway with on-site soil material to match surrounding grades; and to establish and perpetually maintain an 18' to 22' wide vegetated non-turf buffer along the landward edge of the retaining wall (minimum 15 feet landward of top of bank), with a 4' wide cleared path. Located: 54255 County Road 48, Greenport. SCTM# 1000-52-1-4 T��Typ of area to be impacted: Saltwater Wetland Freshwater WetlaAhapt. d Sound Bay Part of Town Code proposed ork falls under: 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre- bmission Violation Notice of Hearing card posted ,on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: k G o. J ✓ "c7vi e, PC (o C ct. ct Present Were: ✓ G. Gol ith /N. Kru ki ✓ E. Se enoski gs p . Gillooly E. Peeples STORM WATER ZONING CALCULATIONS : WOVEN WIRE FENCE 36" MIN. FENCE POST ; (14 1/2 GA. MIN., MAX. 6" MESH SPACING) RUN-OFF deeded lot area (to tie line) = 20,985.9 sf (0.482 acres) V WITH FILTER CLOTH OVER CALCULATIONS : landward to bulkhead = 16,902.4 sf(0.389 acres) HAY BALE landward to C.E.H.L. = 13,709.2 sf(0.315 acres) SEE HAYBALE DETAIL 20" MIN. Zone: R-40 (non conforming lot) section 280-124(B) FLow UNDISTURBED PROPOSED ROOF RUN-OFF: \ GROUND • Setbacks: i h � ' / \ • Rainfall Factor(r17,j.0 Principal Building i • Pro osed House, Porch &Gara a Area =2,400 sf front - 40 ft as per sect. 280-124(B)EMBEDFILTER CLOTH P g _MIN. 8" INTO GROUND Ma c rn a 16" MIN. • Volume Required = side (min.) = 15 ft (rainfall) (area) (run-off factor) side (total) = 35 ft AND .17' x 2,400 sf x 1.0 = 408 cu. ft. rear = 50 ft A rc h i tE:N, ct SECTION S � Drywell Required = Gross Floor Area:WOVEN WIRE FENCE G 8 ft. dia. Drywell Ring =42.42 cu.ft. per foot of height o ea: (landward to C.E.H.L_) 97 L Main Street Ston Brook NY 11790 (MIN. 14 1/2 GA., 0 » 408 cu. ft. /42.42 cu. ft. per foot of height=9.7 ft. ° Stony Brook 6" MESH SPACING) LON " � P 9 2,100 sf plus 12.5/° of lot area In excess of 10,000 sf 10' O.C. MAX. 36" MIN. FENCE POSTS, 0 3 0 • Provide: 2 100 sf plus 12.5% x 3 709.2 sf = 2 564 sf max alto 18 P ( ) ( wed) DRIVEN MIN. 16" INTO GROUNDrJ O (2) 8 ft dia. x 8 ft deep drywell rings (as noted below) max. allowed total covers 90 - (1)8 ft dia. x 8 ft deep drywell ring (drywell#1) ( ge) phone. 631 686-6585 - - -_ A9 Y q 2024 - (1) 8 ft dia. x 8 ft deep drywell ring (drywell#2) Proposed Gross Floor Area: email. MMacrina@MMArchitectAlA.com -_ _ -__ __ --_ _ __ - _ _ - ___ \' OF -1ANU AR First Floor = 1 643 sf web. MMArchitectAlA.com -_- _ = _ -_ _ = A88 WATER A5 - - -_ _ _- _ _- -- -_ -__ \ }-IIG� (� Second Floor = 913 sf These plans are an instrument of service and are _ N-I' PROPOSED PATIO RUN-OFF: the exclusive property of the architect. A - - -- - -- - P P Y --- --- --- --- __ ___ ___ ___ __ _ _ ___ - HEIGHT of FlLiER \� �,,PPA Total Area - 2,556 sf< 2,564 sf (Conforms) Infringements of the concepts and design ideas 16' MIN. 6+J • Run-off Factor= 1.0 presented on these drawings shall be prosecuted 6 0-4 • Rainfall = 2" (AT) to the fullest extent of the law. Copyright 2024: F� • Total Lot Coverage: (landward to C_E.H.L.) Michael Macrina Architect, pc. All rights reserved, $ MIN ° • Proposed Patio= 1,160 sf ° no part of the plans may be reproduced without ♦ F�� I 20/° max. lot coverage allowed the expressed written consent of the architect. III 8 • Volume Required = 13,709.2 sf x 20% = 2,742 sf PERSPECTIVE VIEW m � \� � (rainfall) (area) (run-off factor) N (max. allowed total coverage) 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS : STEEL EITHER T OR U T .17' X 1,160 sf x 1.0 = 197 cu. ft. Drawing Status TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD �y> 10 • Drywell Required = 2. FILTER CLOTH TO BE FASTENED SECURELY TO 3g LOT COVERAGE CALCULATIONS WOVEN WIRE FENCE WITH TIES SPACED EVERY FENCE : WOVEN WIRE, 14 1/2 GA. propos d 4ft wide path tij ' A ZONE vE 1S 8 ft. dia. Drywell Ring =42.42 cu. ft. per foot of height 24" AT TOP AND MID SECTION. 6" MAX. MESH OPENING EX' O 197 cu. ft. /42.42 cu. ft. per foot of height=4.7 ft. landward to C.E.H.L. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN j T W00� EACH OTHER THEY SHALL BE OVERLAPPED BY FILTER CLOTH : FILTER X, MIRAFI 100X, 6y S ZONE X • Provide: (area = 13,709.2 SF) SIX INCHES AND FOLDED. STABILINKA T14ON OR e6 �� EXISTING STEP �, ---- D WELLING 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED APPROVED EQUAL. j� ��6QAsr W0OD pULK►�EA m (1) 8 ft dia. x 6 ft deep drywell ring (drywell#3) Issued to AND MATERIAL REMOVED WHEN "BULGES" DEVELOP Tw- -- ~ ' 1 USES PUBLIC WATER EXISTING PROPOSED IN THE SILT FENCE. PREFABRICATED UNIT : GEOFAB, ENVIROFENCE, OR APPROVED �, Ig -- EQUAL. Tw�7 40 EXISTi PROPOSED POOL BACKWASH 0 7 Tw_,7 36 gw� WOO {Op of bank rW�=58 HOUSE 1,270 SF 1,645 SF Trustees Project Limiting Fence Detail gw_13 47 N BW-= N/0/F (1) 8 ft dia. x 4 ft deep drywell ring (drywell#4) reto be moved not to scale / n I + top of bank V �$'to 22'w' e 4' S USAN GR UN R 0 GERS proptat d on-turf buffer 3 PROPOSED DRIVEWAY RUN-OFF: 313 SF O Cy QD 1 �� landwar etaining wall Q ao RAISED to be 0 SF I I -1 Ix 2163 • Run-off Factor= 1.0 O of v 3 Pro' c li 'tin ce ate X X gate - • Rainfall = 2" (.1 T) PATIO removed FE. 0. HAZARD AR A • Proposed Driveway= 1,500sf FRONT .. c I_ C AS AL EROSI �8A w _ BOUNDAR �� ��_ �- COVERED 0 SF 80 SF propose Oft tall •Volume Required = EXISTING o I+ pool enclo ure fen / (rainfall) (area) (run-off factor) PORCH Dates / 1; RAISED a _ O ��-77 Ce N t PAr�o o. _ _ e .17' x 1,500 sf x 1.0 = 255 cu. ft. REAR 5/27/25 Issued to Trustees g 0 8' ' .x6'deep 0 SF 435 SF _ - - drywell#3 a roximatel 520 f recessed area of existing • Drywell Required = PORCH EXISTING -approximately g _ o 1, HOUSE o Na, (patio) driveway to be fille with on-sites it material 8 ft. dia. Drywell Ring =42.42 cu.ft. per foot of height SIDE _ 0 o a' o �' 12' 255 cu. ft. /42.42 cu. ft. per foot of height= 6.0 ft. 0 SF 16 SF PEER SINE _ � r- OC proposed PORCH pUSF I u m el. 22.0 s el. 22.0 r 12'x12'shed • Provide: TO E}C�S-f ING H EXISTING 1 STORY s EXISTING N a (1) 8 ft dia. x 8 ft deep drywell ring (drywell#5) FOR SOT 52-01-02 DWELLING - DRIVEWAY I 5'-6" EXISTING SHED 0 SF 144 SF TO BE REMOVED 112'-2 - ------- I proposed HOUSE F.FL23.44 proposed s Itwater • I --�- _N -- 8'dia.x8'deep G.FL.14. 4 with h ttuerall ears rd I'ne_ drywell#2 POOL 0 SF 300 SF 30'x 10 ° rear 14.3' C-71 roof _ - Proposed N ( ) TOTALS 1583 SF 2,620 SF , 10 sf grade N VACANT ' \'\j\�5� 2� level poo[;patio as fireplace I 11.5 /0 19.1 /o EXISTING P\��OS NO 3 i -- - 6 2, e1" Screened 9 P Porch / / o 0 HOUSE OPO ��-0 �`' s2 Y N 0 F �R - �32"-----proposed ��FOR\-�� 8' dia.x 'deep Wi °u N N 1s.3' 3 GOYZA LLC • Building Height/ Pyramid I pool d ell 33.4' 21'-2' o a The proposed drywell#4 gravel o �' to house ; p posed house conforms to both building height& pyramid laws PROP. HOUSE equi a, 4' 4'x6'outdoor "� -- ate s " a� arc �, Proposed shower piped _ 2 en N VACANT ex. cesspo�l g a�� Two-Story N to drylyett-,- - to be removed 7' N ° as per SCDHS°' Dwelling - �5-2 0 °' SITE PLAN LEGEND : No. Date Description N/0/F standards i245- at to house I win ow 100'top of bank offset ___ 4 x \ A Project COMB BEACH LLC elt - 39.5' g 0 Indicates Property Line -- -- -- 2� b +S> Porch in Porch - - - - - - Proposed �' 15 -8 Indicates Setback Line L-- 2 16.5' .. mtohouse I m Call Before You Di Indicates To Be Removed ------------------------ Residence W 14'Jz >i , , i Indicates Fence o 0 0 0 0 I33 �`� I Propose / proposed • ? m r �\ Drivew proposed 8'dia.x8'deep ,.-__.a _ ..-�EXISTING Electric Power Lfrees or Proposed Structure Z] or� For 3 FE/ 38'dia.x8'deep drywell#1 I DRIVEWAY Gad, Ail}Gr shear x N ? *el. 22. / drywell#5 (roof) TO BE REMOVED w o cu L`J g P (driveway) Communication Lines,CATV Proposed drywell N % tench dram Potable Water (solid cover below grade) DW ) ■ m i l� x Reclaimed Water, Irrigatk m,Slurry Mardik Proposed \ ( LIP \ �, Proposed drywell i X I/A opts LP , 2, Sew sm and Grain Lines 1 , Septic \ � � �9- (open grate to grade) � \� KrraNr witsft's�?@IOYY. _ Temporary SurYey Markings Donikyan- M designed by others �,� 4' tall f C1C X�- x tes I Cal�beFOre y0U l;ti�X X relocate driiNgl y i AREA OF DISTURBANCE F -� ProposedExcavaHon Proposed pool backwash drywell �/ool\,I } 2\0 16' I (solid cover below grade) �W 54255 Route 48 15444 , 621 s��� • 6 2 , 0 •Q� (12,600 sf) Southold, NY 11 Project Limiting Fence &Silt Fence �o ° 5 g �� sctm# 1000 - 52 - 1 - 4 47 WATER SERVICE NOTES: T.G. Top of Grate FE. Install piping on property, 4'-6"deep below finished grade,from the TW Top of Wall 2 1 20 building to the existing vault(tie in at authority's copper tail) ��I L�� Jurisdiction \� Type"K"soft copper 1-1/2"diameter pipe BW Bottom of Wall � 7 EDGE OF 5 Town of Southold �' Maintain 1Oft separation to all other utilties&septic system. JUN 1 3 2�2 V PAVEMENT I.E. Invert Elevation Suffolk County L.D. Leader Drop Southold Town 2p Board of Trustees .9 y • p p ��� 1 \ T.D. Top of Drywell Drawn B d 2 TEST HOLE DATA: M.A.M. ' 0 Indicates TEST HOLE DUG BY McDONALD GEOSCIENCE Indicates Electric Service -E-EE E-E E - Checked By: Q � ' ON DEC. 12, 2023 Indicates Water Service -w w w w w w- M.A.M. Solid Cover (Traffic Bear'g) EL. 21.24' 0' 1286� p 8" dia. drain inlet Grade `� N O DARK BROWN CLAYEY LOAM (OH) Indicates Direction of Grading Pitch 11�1n� Job No. y � to drywell connection 12" min v H R /� 1 0' Y 2373 SDR-35 sewer pipe I BROWN CLAY(CH) 'O NEB A P p 24 max I Indicates Existing Spot Elevation +el 39.0 I pitched at 1/8" per foot I __---[-Traffic Bear'g Dome - _ 4 $ l 4.0' Sheet Title minimum I / YELLOWISH BROWN & BROWN Indicates Proposed Spot Elevation el 67 8" dia. drywell to I ® E9 I CLAYEY SAND (SC) p P drywell connection GROUND WATER Site Plan f•yw I x ® ® � �� � � � � �4,000 psi Reinforced EL. 2.24' 19.0' ® ® a� � ®,� I Conc. Rings (typ) Proposed Site Plan Indicates Stacked Stone Retaining Wall 6" dia. roof leader ® ® ® ®� - x connection j ® ® ® 1 I I S-0" min. Collar 'I 20' WATER IN BROWN CLAYEY SAND " = & SANDY CLAY(SC&CL) Zoning I I Backfill w/ Clean Indicates Proposed Landscape Screening 00 Wrap ape f with I x ® ® EA nEQ � � © Sand & Gravel WATER IN BROWN CLAY CH landscape fabric = THIS IS AN ARCHITECTURAL SITE PLAN P I I ® ® ® � � � � I I ( ) Indicates Catch/Trench Drain or BASED ON INFORMATION FROM A If unsuitable / clayey soil is 1 1 52.0' �TH uncovered at base of drywell I 24" min. I north SURVEY PREPARED BY : Indicates Test Hole/Boring WATER IN BROWN CLAYEY SAND (SC) Sheet Number Add a wick down to sand L-------------- ---J Ground Water Metes & Bounds Surveying 57 0' Limits of Clearing /Grading 43 Probst Drive, Shirley, NY 11967 WATER IN BROWN FINE TO Non-Turf Buffers D rywe I I Detail last dated: January 4, 2024 MEDIUM SAND (SP) not to sca I a 63.0' Non-Disturbance Buffer I , ' I M i ch ae l Shed 0 i Macrina Data . 0 � Y\ rch itect I +' I w ' First Floor = 1 ,643 sf � I Second Floor = 913 sf outs o 97 L Main Street Stony Brook NY 11790 waterfall spouts Total Area Above Grade = 2,558 sf 0) 1 (Max. Allowed = 2,563 sf) C -o „ 6_Q" I phone. 631 686-6585 30' " Front Porch = 80 sf email. MMacrina@MMArchitectAIA.com 23-Q o I web. MMArchitectAIA.com o Patio on Grade Side Porch = 16 sf These plans are an instrument of service and are Rear Porch #1 = 474 sf the exclusive property of the architect. r I Infringements of the concepts and design ideas o planting bed Detached Garage = 240 sf presented on these drawings shall be prosecuted Q - S to the fullest extent of the law. Copyright 2024: a retra table screen o Pool _ ____ _ _ _ ____ Michael Macrina Architect, pc. All rights reserved, o� o r _______ no part of the plans may be reproduced without ' �m o to III Lower Level = 1 ,206 sf the expressed written consent of the architect. U I (a -, � Iil I,I U I 111 0I - Drawing Status i III Ln l i o � I fab U 1pa Ufir Issued to h Screned Porch a Trustees i, I , ' 13'-61" 2 I� i C Q Q 11 I N i ' a� 1 3-4 I I III°' III0 I - I,Ic.> IIIco step i I i I U I Dates step 96"x36" ' a table shown O I U I 5/27/25 Issued to Trustees I - - - - - - - - - -+retractable screen- - - --- - ----ili o B � I Outdoor Kitchen (1 egress Covered Porch !I!window 10 Sun Room III I IYI I i _y 14'-0"x 14'-0" I I ref. sink ' U �I� � I N , I I Walk C � � - °' shelves d.w. pull-out ! -- >, 1 ool built-in 16'wide sliding door ', +� (� ' Cn heater 1;T1 trash Great Room W 26'-4"x 17'-6" i N I 01 C I 10'-0"ceiling height 1 Kitchen i BathrPoolm. I 0 - I m pool filter �, 12'-0"x 17'-6" --- U A/C 14-42 12'-0 Xst4o e ! O I I No. Date Description I oven , � I spot — o A/C 4'-0" S-10" filler I Project II Ic o gas i 11I O fireplace -- I Proposed 0 1 I C Outdoor I i I A/C a i Shower IResidence Q -_ seat(C 36"x120" 36 For LJtable shown ref. to ails ---5 --- freezer ,1, 30" wall I Mardik Bathrm. #1 o Walk-In oven 6'-0"x 9'-2" Closet M.W. ' 6'-4"x 9'-0" --- ------ 1 Donikyan built-in -- - --- ------- - -- __ 250 galNfsh tank 80" ide Powder ` bro m stacked Cal36" Room \ cl set clos t w,m./ I 54255 Route 48 o door fish room dryer door sink T-o"x 3'-2" Foyer drm. I I Southold, NY 7'-0"x 7'-0" 5'-6"x T-0" L i I sctm# 1000 - 52 - 1 - 4 egress I Walk-In window I I \� Porch I well I door Hall rE � Pantry Side s a 44"wide 6'-9"x T-0" %' 4'A' 1 Jurisdiction � I I I 1 -0 1 L I Wa Ik i - --- Town of Southold II Suffolk County i twin size Front Porch ; i bed shown 16-0"x 5-0" J Drawn By : �_..... _ - -- - M.A_M. -- --- --- ---- ---- -- -- i ; step _ Checked By : � 1 Bedrm. #1 - — step _-- M.A.M. */ 13'-0"x 14'-0" Job No / . it d n 9 _ I � 2373 _ Sheet Title First Floor Plan i --- p Driveway 00 r Proposed First Floor Plan ! 25 I JUN 1 3 20� 1/4" = 1 '-O" i Sheet Number ' Southold Town Board of Trustees plan north Am 1 " Michael M .-a c; r n .-a Arch itect 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2024: ________________ Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without j I the expressed written consent of the architect. I I I I I I I I I I I I I I I I Drawing Status : I r----� I I II II � II ii iI I I I I I Issued to I i I I I I J I Ir--- I Trustees 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 Roof Deck ' � I 10'-0"x 20'-0" I I I I Dates ' I ' 5/27/25 Issued to Trustees -- -- -� i ------ ------------ I ` --------------- Covered II II Roof Deck french casement I I I I \ 15'-0"x 15'-0" I I I I Bedrm. #2 14'-0°x 15'-6° Bedrm. #3Ba thrm ' 9'-0"ceilinghei ht 12'-2"x 13'-6" I 9 5'-0"x 10'-0" � I 9'-0" ceiling height II II I king—size Walk-In king—size bed shown Closet =____= bed shown i I I ' No. Date Description a o 0 4'-8"x 6'-2" L I I p � II fireas a) I I place N ------- i Project OO Proposed — 171rpf. _0 _ Residence -------------------- ---- - --- ---- I morning --- --- - -- ----I---- kiteh'en Bathrm. #3 I I I � 10'-0"x 5'-0" silk For I — — II ' Walk-In Hall Closet Mardik _r_ T-0"x T-6" ------, I Donik an linen closet I I Attic N > 54255 Route 48 Access o Attic I i Attic 0 U) Office Nook desk Southold, NY i I 8'-0"x 4'-6" -- ----- window seat Attic -- -----7-� sctm# 1000 - 52 - 1 - 4 I I � I I i twin size bed shown Jurisdiction II II 11 i � ------------------------------------ ------------------- -- -- --- Town of Southold II -----------------------------------, Bedrm. #4 I r---------------- -- --J----------� 11'-0"x 11'-0" Suffolk County I I I I I I I I 9'-0"ceiling height l I I I I I I l i i Drawn By: �— ----------------- _J i M.A.M. II II c Checked By : —A l i I I M.A.M. jl II 1 Job No. 286 �p 2373 F N E\ Ii—---------------------------------- � I L------- ------------------I-- ------J \ i i \ � Sheet Titl------------ e . Second Floor Plan Proposed Second Floor Plan r` E 0 Ewa.. __, J U N 1 3 2025 Sheet Number Southold Town plan north Board of Trustees A= 2 f Michael M .-acrinava Arch itect 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrinapa MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2024: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. Drawing Status Issued to 12-'0n Trustees CD N Unfinished Dates : Storage 5/27/25 Issued to Trustees under porch o Gym egress 3 12'-6"x 10'-6" window well a) a� 9�ass� fre ch door landing I up co No. Date Description i I A/C Project Rec. Room o 1 �� - Proposed m F- new dryer I hot water r-- i I indirect ----� i I storage tank Residence A/C I I slrhk i new I I M. I regulator W I I For � ATS0 -------- 1 Laundry Rm. EP 9'-0"x 10'-0" i n Utility Rm. ---- - - -�-- I HVAC E Mardik closet i s nk first floor Q EP -wider-- ref. I zone -Stairs--- I ____ _-- _-- I * �_ Iwo I Don-ikvan- I HVAC natural =1 gas 54255 Route 48 gathrm. lower level boiler E-D Hall 10'-0"x 5'-8" zone Southold, NY gas o linen SCtm# 1000 - 52 - 1 - 4 egress 3 closet o 0 Utility Rm. window well En seat Bedroom pumpr Jurisdiction 11'x 1 T-6" Town of Southold plumbing chase Suffolk County Porch Drawn By: electric queen-size M.A.M. bed shown 4 Checked By : M.A.M. Job No. r 31286 2373 F N W a Sheet Title - y o. 14, water Lower Level Plan septic {� �t�j LIP U Proposed Lower Level Floor Plan , r JUN 1 3 sheet Number . i Southold Town plan north Board of Trustees __ A= 3 , , , Ll M i hTJ 1 M -a c; r n -a Arch itect \p� Tit- - - 97 L Main Street Stony Brook NY 11790 __71�- [' - _ \ '_T'T, _+Q I '1 - ,x. ,-�.- r phone 631 686 6585 1 ' email. MMacrina�a MMArchitectAlA.com , , � i�---r web MMArchltectAIA com :1E_ j� ! r'i' - r These plans are an instrument of service and are _ - r , '� �1`1.: I- �, JUL J11L the exclusive property of the architect. H ;` Infringements of the concepts and design ideas \ presented on these drawings shall be prosecuted JIF --- - - - __ _- to the fullest extent of the law. Copyright 2024: :1E Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. O - - ;' Drawing Status r L , T , - I r � 4 second floor TI TT ' Issued to Trustees i 1 i ILLIJ I - - f: ' IL :�IEE 11 _ - - 1 ' :1E IL t ( - _. r I r � - T o I ,i.-,!_Tl_ J 41111 - U. _ i U Dates E i l ' i , , __� _ . _ - - - _ -- - o 5/27/25 Issued to Trustees 1 - = _ first floor a - �- � - - — } - , i ( than existing house) el 24 5 = 18"taller 'n h e el. 22 Proposed Front Elevation I e1. 20 I ( No. Date Description Project Proposed U L U L LH Residence - For I I Mardik -411 Doni 1��, - an T �.� � � �-��. rl 1 LF 54255 Route 48 - Southold NY r I� I� ( - - -- - - III� L s - sctm# 1000 - 52 - 1 - 4 T Jurisdiction ` - T T� Town of Southold i fil ' i I Suffolk County -_- _ - 1 _ '._'_. - - - , / _ _ - Drawn By : - I second floor c. r - M.A.M. qR Checked By : -�1'1�-I = r t- .lam I 1 T7 .1_ i_1-i 1- — 1_ .. T � T - - � - - -- - # _ _ _ 1 Job No. 1286���/ } T 1 - r r - _ - - 2373 _ - - i T - I! _ - - - � - Sheet Title : a r' � Front Lfirst floor = s-. - - - _ - - Right (18"taller than existing house) � �,.., r1 E I �-�-�L 1 Sheet Number L Proposed- Right Elevation 1 /4•• — 1 •-o•• Jl1N 1 3 20?5 Am Southold Town Ronul p �n 1 I I sr i s --a Elk _ , - �tT i 1 I i 4 - I I r � _ I Macro na R _ r l i lr k- I I s� Architect k y + 97 L Main Street S k NY 11790 Stony Brook 1 1 r, I phone. 631 686-6585 j email. MMacrina@MMArchitectAIA.com -- web. MMArchitectAlA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas / presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2024: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without I the expressed written consent of the architect. _ I ' I Drawing Status : r// — second floor — _ Issuedto - -- Trust , ees I O -- i - j ! Dates first floor - _ Issued to Trustees (1 8��taller than existing house) 7 -- Proposed Rear Elevation 1 /4" _ '1 '-O" No. Date Description Project Proposed Residence I -- -_ - For Mardik 11 Donikyan- 54255 Route 48 Southold, NY sctm# 1000 - 52 - 1 - 4 rF h i ,=tlJ l ski d ;- }I Jurisdiction Town of Southold -r -- - _ --r k,--Fr # -L rjr#--�j f i - : - -FT1 r x r T Suffolk Count _ y T11 Drawn By : r R .. 1 � S 4 k _ I second floorIT M.A.M. ,y ------ ---- - -- : - - .. - I - Checked By : -- -- - - - - -- — T - -- ---- - _ _ — , n _ Job No. 1286 �O�E" I NEW/ 2373 Sheet Title Elevations -- Rear first floorf el. 24.5 1 (18"taller than existing house) j7ki Sheet Number : JUN 1 3 9n2, � C Proposed Left Elevation I soutrrola rows, /4" = 1 '-O'• Board of Trustees Am LEGEND: �� SURVEY Off' 4 -� SIGN `" ' F- 06 °' PROPERTY 0 -$- TEST HOLE � ° ° �� . � JUN 1 3 2025 V SITUATE LAMP POST , O Pa°A�y° 6,14 6 1o' A1�sH11l�OML� UE UTILITY POLE F a ° Southold Town °�° ,� f Board of Trustees TOWN 0 F S 0 U T H 0 L D WV WATER VALVE v '� Py � �° �� - � WATER METER °�� \o��A� r �.a � ' � _8B� SUFFOLK COUNTY, NEW YORK FOUND CONIC. MON. QP��a� °°5 ��6 S.C. TAX No. 1000-52-01 —04 0 ELECTRIC METER PQ �y��e 'A SCALE 1 "=40' 4.93 A °QS °� TW,7.95 JANUARY 4, 2024 W 17 I DWELLING TBH13.44 ° ° e y�o �%�F,P USES PUBLIC WATER TEST HOLE DATA BH7.64 �P! P 2 G `?P PRE N/0/F DEEDED LOT AREA = 20,985.9 sq. ft. TEST HOLE DUG BY McDONALD GEOSCIENCE t ��y'a % AlA� 1a51 VACANT SUSAN GRUN ROGERS 0.482 ac. (DECEMBER 12, 2023) 1-° t La �` %/ o�ot X DARK BROWN LOAM (OL) �p t t / SQ"erg °�, 19.36 GOYZA LLC _ LANDWARD TO BULKHEAD = 16,902.4 sq. ft. 01, 2 / y9•�A sa T 0.389 ac. OA , WB 17.16 BROWN CLAY (CH) / °�A� ��O j /,iP°O ,SjpfE °JyF'� Aan�`' �� LANDWARD TO C.E.H.L = 13,709.2 sq. ft. G ° � � �o• ` �FOA�\6�h \ °°Q > 0.315 (3c. YELLOWISH BROWN AND O� V. �o'p� AA A 21.5 S 9u, M a �2 e �O• a O BROWN CLAYEY SAND (SC) 0'0. 205 22.07 19.0' 21.2 21.54 �$ 0 1N2 \ X -$- \ X WATER IN BROWN CLAYEY 'LO2�iX' 18 \ \\ 21.40 SAND AND SANDY CLAY \\ \ (SC & CL) DWELLING 21.7 \ \\ USES PUBLIC WATER `\\ 225\i�s 45.0' 'o \ 1.9 X \ WATER IN BROWN CLAY(CH) N/0/F csT \\ 52.0' GOMB BEACH LLC WATER IN BROWN CLAYEY SAND (SC) �9� \\ \ 21 9999 \ \ 57.0' \\21.91 NOTES: WATER IN BROWN FINE TO MEDIUM SAND (SP) \ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM s3.o' .0 EXISTING ELEVATIONS ARE SHOWN THUS: Xoo.00 211 2. FLOOD ZONE INFORMATION TAKEN FROM: Y1.33 z,.00 O FLOOD INSURANCE RATE MAP No. 36103CO158H x x 2 3 0 QA���a� 0 ZONE X: AREA OF MINIMAL FLOOD HAZARD �° ZONE VE: FLOOD HAZARD E ACTION BASE FLOOD ELEVATION DETERMINED 20.29 ELEVATION = 13 �506 %0 x �. NOTE: LOCATIONS AND EXISTENCE OF ANY 0 —� �`\F9 a w^a"J SUBSURFACE UTILITIES AND/OR STRUCTURES 10 K NOT READILY VISIBLE, ARE NOT CERTIFIED. fT 19.6, \\7fj�� A�_ (YYY+. ,�`��6 X 0� `l A30 OFI RECORD AIS ND SUBJEANYCCT T TO ANYPER EASEMENT SEMENNT FACTS I�r� METES AND BOUNDS SURVEYING WHICH A TITLE SEARCH MIGHT DISCLOSE 53 PROBST DRIVE 'uNaun+ORlzED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134.SECTION 7209.SUBDIVIMN 2,OF THE NEW YORK STATE p/IV/ PHONE (516) 972-5812 EDUCATION LAw surveyduderheil®gmail.com "Copies from the original of this survey map a l\tigtNill?!?Ire:+_ not marked with an original of the land surveyors inked seal or his embossed seal LOTS: 04 BLOCK: 01 SECTION: 52 DISTRICT: 1000 shall not be considered a valid true copy." "Certification indicated hereon signify that MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors. Said SITUATED AT: ARSHAMOMAQUE certifications shall run only to the person for whom the survey is prepared, and on his <'; ) TOWN OF SUFFOLK N.Y.SOUTHOLD, CO.,., behalf to the title company, governmental agency and lending institution. Certifications are not transferable to additional institutions or subsequent owners.' CERTIFIED TO JOB NO.: 23-321 DATE: JANUARY 4, 2024 MARDI K NIKYAN,54255 COUNTY ROAD 48, UTHOLD - K. .�-'���1�•iaY����t�•�r.w '1 r��` i4 5 � ",� 1�:�.'e Y.�1 ♦ '� _v � _. _ - ` Figure 1. Looking south toward subject dwelling,located 28 feel from top of bank,to be demolished and replaced with new dwelling relocated father landward,a minimum of 64 feet from top of bank,and landward of"pier line." Figure 2. Looking north toward Long Island Sound from existing waterside patio(to be removed and replaced with patio relocated farther landward), and toward 18' to 22'wide area landward of retaining wall to be established as vegetated non-turf buffer. MARDIK NIK;YAN,54255 COUNTY ROAD 48. UTHOLD �Y Figure 3. Looking east at existing dwelling and patio to be demolished and replaced with new dwelling,patio,and swimming pool located farther landward,and over 18'to 22'wide area landward of retaining wall to be established as vegetated non-turf buffer. �tf - 40 r , .q Figure 4. Looking northwest at existing dwelling and patio to be removed and replaced with structures located farther landward; and at recessed area of existing driveway to be filled to match surrounding grades. MARDIK KIKYAN,54255 COUNTY ROAD 48, UTHOLD r~ 111 Figure 5. Looking north at landward side of existing dwelling to be removed,and over area ofproposed dwelling,pool andpatio. Nt 54255 County-. y. Ozz Figure& Aerial view of subject property and surrounding dwellings to west and east. Image bY Google Earth,April2021. Y♦.W Mni�n � arou. 0116U0 ' W-fe-a0 ca� .�a M1 UR ict NV •,u � t :. ,q s o • a.03EC 3 to a Y Lf M1 - .Wi 'd - 4i Q p �C ! -�a1 rt1 •e _e 9 ," -< ,F'A r h .. i 'y O•.�: V� a.�am s ....... at.31 3T � � ' q- � tirq�. • 31.w �'�Ea'+ N�. ,. "... r' s ME 6ZE20 Z,J iZ[ NO 9 p f Z:E, 2f.1 R i. • X. ey♦. r d �SPSE�NO. 16262' �•��`.. A-�,�,a S I4 < • P �ANSER✓EOfOR MRK2. ♦wkf i dO��S J��'.h 'h:� \bl 9 i • t+ftArGa0UN01 T`.�, 12 w 1 `6 d' h a A-°a1?,;, \s •/JAY —t P 3 ,all .. �. t� �t F �a M1 �e ,. '- ,avof --ia�Plsax:•.' .. '. _ r' ,.Er0., . E06 13.1 182.w1ci 'iL� Fn J �$P.., f05acl 1]SA TUwN� 9DurNDLD •` y ~C+' r M' v�wr • w to : '.�I � y�, .....,. .�� ����•. c. a,ailM1•ra+tam+wsERenr i.� 5\ n 33a i.i ...h 3WA•y rc+i racr l7 sous r s r•;'• ^� I� .5 Kc—C urwwTRusT 13 *12 4 12 h r a ae ' SEE SEL NO i �... rx cpR PCL NO ,�Y •' i - OS6dt L1f-i - ,- ..•�' - 05&3i-SI�6 . 14 rJ y I UNE CL tC�Et ND Ode S L Ne wmaere•au.w•e '""~ nv _. COUNTY NOTME K O,.o toao SE TICK Np /, F SUFFO �) V n_� -. ..� 2 It 1 I r,lyc i 1 \g v E __.,.L W M ff fiDUTMOLD 52 ti M r«_lLL__ un Ix I� .i,ro,..t t i �T6' — _ Sifra xlrxour iwna a 1H< Gy.-- - OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 7, 2025 Re: LWRP Coastal Consistency Review for MARDIK DONIKYAN SCTM# 1000-52-1-4 En-Consultants on behalf of MARDIK DONIKYAN requests a Wetland Permit to demolish the existing one-story dwelling and masonry patio; construct a two-story, 1,645sq.ft. single- family dwelling with attached 16sq.ft., 80sq.ft. and 435sq.ft. porches with associated steps, a second-story 15'x15' covered roof deck, a second story 10'x20' roof deck, basement stairs and window wells for egress; construct a 10'x30' in-ground swimming pool with hot tub; install a pool drywell and pool equipment area; install 1,160sq.ft. grade-level masonry pool patio; a 12'x12' shed; a 4'x8' outdoor shower; install 4' to 6' high pool enclosure fencing with gates; install a/c units and a generator, remove existing septic system and install an I/A OWTS sanitary system landward of new dwelling; install a stormwater drainage system; fill an approximately 520sq.ft. area of recessed driveway with on-site soil material to match surrounding grades; and to establish and perpetually maintain an 18' to 22' wide vegetated non-turf buffer along the landward edge of the retaining wall (minimum 15 feet landward of top of bank), with a 4' wide cleared path. Located: 54255 County Road 48, Greenport. SCTM# 1000-52-1-4 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, it is my recommendation that the action is INCONSISTENT with Policies 4 and 6.3 of the LWRP. Permanent, non-movable structure is located adjacent to the CEHA. Expansion of structure is vulnerable areas subject to wind and erosion caused by storms is not supported by this policy. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Glenn Goldsmith,President �O� S10 Town Han Annex A.Nicholas Krupski,Vice President ,`O� a 54375 Route 25 P.O.Box 1179 Eric Sepenoski At Southold,New York 11971 Liz Gillooly 02 Telephone(631) 765-1892 Elizabeth Peeples Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only E � E � � ;-- Coastal Erosion Permit Application '7112- Wetland Permit Application Administrative Permit RD =' Amendment/Transfer/Exte sio Received Application: (D 9 Received Fee: $ Southold Town Completed Application: O o Board of Trustees Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): �LWRP Consistency As essment Form Sent: CAC Referral Sent: Date of Inspection: (e Receipt of CAC Report: /fflt Technical Review: `P Public Hearing Held: 2S 13 Resolution: Name of Applicant Mardik Donikyan 437 Grandview Avenue Address Englwood,NJ 07631 Phone Number: 201 638-5849 Suffolk County Tax Map Number: 1000 - 52- 1 -4 Property Location: 54255 County Road 48, Sounw d. (property located on west side of North Road,+/-1,445' north of Sound View Avenue) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road, Southampton,NY 11968 Phone:631-283-6360 c -001 ADDENDUM FOR MARDIK DONIKYAN 54255 COUNTY ROAD 48 SOUTHOLD,NY SCTM#1000-52-1-4 Consistent with the standards for issuance of a Town wetlands permit set forth by Town Code Section 275-12, the proposed replacement of an existing dwelling with a new dwelling and swimming pool would not adversely affect Town wetlands but should in fact have a net beneficial impact on the environmental condition of the property and adjacent tidal waters of Long Island Sound. Specifically, as a result of the below described design elements and incorporated mitigation measures, the project would result in increased vegetated buffers and separation distances between structures and the adjacent natural resources; potentially reduced runoff and improved runoff quality; and potentially improved groundwater and surface water quality, thus also furthering the respective LWRP Policy 5 and 6 goals of protecting and improving water quality, and protecting and restoring the quality and function of Town of Southold ecosystems. A) Project Design 1) The project,which is located entirely within a FEMA-designated Flood Zone X and landward of the Coastal Erosion Hazard Area,would replace a dwelling located approximately 28 feet from the top of bank with a dwelling located a minimum of 62 feet from the top of bank, more than twice the existing setback; and replace a patio located 17 feet from the top of bank with a patio located at least 47 feet from the top of bank, almost three times the existing setback. The proposed swimming pool will be located at least 50 feet from the top of bank, compliant with Town Code Section 275- 3(13)(1)(a)(5). The project will thus also further the LWRP Policy 4 goals of protecting and minimizing potential loss from flooding and erosion on a property that is also well protected from such risks by an'existing bulkhead and retaining wall, which stabilize the embankment facing Long Island Sound. 2) The existing dwelling, which is located just seaward of the "pier line" established by the closest neighboring dwellings to the west and east—and substantially seaward of the pier line that would be created by the construction of the proposed dwelling on the westerly adjacent property (see Town Wetlands Permit No. 10047)—would be replaced by a dwelling located significantly landward of both the existing and potential pier lines, compliant with Section 275-11(A)(3). B) Mitigation Measures 1) The existing conventional and nonconforming septic system,which is located less than 100 feet from the top of bank,would be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (I/A OWTS) located more than 100 feet from the top of bank. Unlike conventional septic systems, I/A OWTS sanitary systems are designed to significantly reduce nitrogen loading into the groundwater table. 2) A stormwater drainage system consisting of leaders,gutters, and drywells is proposed to collect and recharge roof runoff; and a separate drywell is proposed for pool backwash. 3) An 18-ft to 22-ft wide vegetated non-turf buffer would be established and perpetually maintained landward of the existing retaining wall (minimum 15 feet landward of top of bank), thereby additionally mitigating surface water runoff and creating a sink and filter for excess nutrients potentially contained therein before reaching the embankment and the surface waters of Long Island Sound. 4) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. Board of Trustees Applf "Jon GENERAL DATA Land Area(in square feet): 20,985 sf Area Zoning: R-40 Previous use of property: Residential,single-family dwelling Intended use of property: Same,with new dwelling and swimming pool Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. X Yes No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees#4599 May 23, 1996;amended December 20, 1996 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Demolish existing 1-story dwelling and masonry patio,and construct a new 2-story, 1,645 sf single-family dwelling with attached 16 sf, 80 sf,and 435 sf porches and associated steps;construct a 10'x 30'in-ground swimming pool, 1,160 sf grade-level masonry pool patio,and 12'x 12'shed;install 4'x 8'outdoor shower and 4'to 6'high pool enclosure fencing;remove existing septic system from within 100 feet of bank,and install new I/A OWTS sanitary system more than 100 feet from bank;install stormwater drainage system, including pool drywell;fill approximately 520 sf area of recessed driveway with on-site soil material to match surrounding grades; and establish an 18'to 22'wide vegetated non-turf buffer landward of retaining wall(min. 15 feet landward of top of bank),with a 4' wide cleared path,all as depicted on the site plan prepared by Michael Macrina Architect,dated May 27,2025. " oard of Trustees Applicai,'�',i WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To remove existing dwelling,and construct new dwelling and swimming pool;and to replace and relocate existing septic system with new low-nitrogen,innovative/alternative sanitary system(I/A OWTS). Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 °% Closest distance between nearest existing structure and upland edge of wetlands: 73 feet (existing patio) Closest distance between nearest proposed structure and upland edge of wetlands: > 100 feet (all proposed structures) Does the project involve excavation or filling? No X Yes (as required for construction of new dwelling, If yes, how much material will be excavated? TBD cubic yards swimming pool,sanitary system,and drainage system) (as required to fill recessed area of existing driveway How much material will be filled? TBD cubic yards and footprint of existing dwelling to be removed) Depth of which material will be removed *Wi Md: +/-9 feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Standard construction practices. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): See attached addendum. I� 617.20 Appendix B Short Environmental Assessment Form Instructions for Completinll Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: Donikyan Residence Project Location(describe,and attach a location map): 54255 County Road 48, Southold, SCTM#1000-52-1-4;property located on west side of North Road,+/-1,445' north of Sound View Avenue,location map attached. Brief Description of Proposed Action: Demolish existing 1-story dwelling and masonry patio,and construct a new 2-story, 1,645 sf single-family dwelling with attached 16 sf,80 sf,and 435 sf porches and associated steps;construct a 10'x 30'in-ground swimming pool, 1,160 sf grade-level masonry pool patio,and 12'x 12'shed;install 4'x 8'outdoor shower and 4'to 6'high pool enclosure fencing;remove existing septic system from within 100 feet of bank,and install new I/A OWTS sanitary system more than 100 feet from bank;install stormwater drainage system,including pool drywell;fill approximately 520 sf area of recessed driveway with on-site soil material to match surrounding grades;and establish an 18'to 22'wide vegetated non-turf buffer landward of retaining wall(min. 15 feet landward of top of bank), with a 4'wide cleared path,all as depicted on the site plan prepared by Michael Macrina Architect,dated May 27,2025. Name of Applicant or Sponsor: Telephone: 201-638-5849 Mardik Donikyan E-Mail: mldonikyanl@aol.com Address: 437 Grandview Avenue City/PO: State: Zip Code: Englewood NJ 07631 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. X 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: Suffolk County Department of Health Services X 3.a.Total acreage of the site of the proposed action? 0.482 acres b.Total acreage to be physically disturbed? 12,600 sf acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.482 acres 4. Check all land uses that occur on, adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 � l 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO' YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes, identify: X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new, I/A OWTS sanitary X system is proposed. 12.a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X X 13. a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on, or are likely to be found on the project site.Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urbari ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon, dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE IN ORATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: E.Herrmann,Coastal Mgmt. Specialist Date: June 10,2025 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2.Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer.When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude.Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined, based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. 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 . 1 --�$oard of Trustees Applicat____ AFFIDAVIT Mardik Donikyan BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. N/A Signature of Property Owner Signature of Property Owner Mardik Donikyan SWORN TO BEFORE ME THIS DAY OF ,,20 �5 Notary Public CHARLES WONGWIBOONSIN Notary.Public of New Jersey I.6.50084497 COMMISSION EXPIRES:06/14/2028 ` - Soard of Trustees Applicat�---. AUTHORIZATION (Where the applicant is not the owner) I/We, Mardik Donikyan owners of the property identified as SCTM# 1000- 52-1-4 in the town of Southold New York, hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. /1 � 1 N/A Property Owner's Sig ature Property Owner's Signature Mardik Donikyan SWORN TO BEFORE ME THIS DAY OF Q f , 20__�-,5 _ Notary Public CHARLES WONGINIBOONSIN Notary Public oi'New Jersey I.D.50084497 C0MMISSl0k'EXPIRES:06114/2028 i APPLICANVAGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics_prohibits conflicts of interest-on the part of town officers and employees.The moose 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: Donikyan,Mardik _ (Last name,first name,Middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee x Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) 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 employce 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): _nA)the owner of greater than 5%of the,shares of the corporate stock of the applicant _n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the -Rapplicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submftted this 1 G day of�1 ctnKa4' 20 S Signature_ r Print Name Mardik Donikyan Form TS I • 1 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part 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. YOUR NAME : Herrmann, Robert ,E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tag grievance Building Permit Variance Trustee Permit XXX Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) 13)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 . 10 fX day of June ,2025 Signature ' Print Name Robert E. Herrmann i 1 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A n.- 04 1000 52 1 4 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN tITsEricT Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within the Scope of work for Proposed Construction) 0.482 Acres Generated by a Two(2")Inch Rainfall on Site? ❑(S.F./Acres)) (This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 12,600 SF Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Demolish existing 1-story dwelling and masonry patio,and construct a new Slopes Controlling Surface Water Flow, 2-story,1,645 sf single-family dwelling with attached 16 sf,80 sf,and 435 sf 3 Does the Site Plan and/or Survey describe the erosion ❑ porches and associated steps;construct a 10'x 30'in-ground swimming pool, and sediment control practices that will be used to 1,160 sf grade-level masonry pool patio,and 12'x 12'shed;install 4'x 8' control site erosion and storm water discharger.This outdoor shower and 4'to 6'high pool enclosure fencing;remove existing septic Item must be maintained throughout the Entire Construction Period. system from within 100 feet of bank,and install new I/A OWTS sanitary system more than 100 feet from bank;install stormwater drainage system,including 4 Will this Project Require any Land Filling,GradinI or Excavation where(here is a change to the Nat ur i pool drywell;fill approximately 520 sf area of recessed driveway with on-site Existing Grade involving more than 200 Cubic Yards soil material to match surrounding grades;and establish an 18'to 22'wide of Material within any Parcel? vegetated non-turf buffer landward of retaining wall(min. 15 feet landward of 5 Will this Application Require Land Disturbing Activities top of bank),with a 4'wide cleared path,all as depicted on the site plan prepared Encompassing an Area in Excess of Five Thousand by Michael Macrina Architect,dated May 27,2025. (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? El X the DEC has determined that a SPDES permit is required for storm water discharges, p (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ \ / 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? fx� submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the Area?(This item will NOT include the installation of Driveway Aprons.) quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE:A Check Mark(X)and/or Answer for each Question is Required for a Completed Application). STATE OF NEW YORK,COUNTY OF ---Suffolk---- ------------------------- SS That I, Robert E.Herrmann being duty sworn,deposes and says that he/she is the applicant for Permit, - - - - - ---------------------------------- (Name of indlvldual slgning Document) And that he/she is the -Agent-for-Owner _ - - ----------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; --------------------IOth - ------------da of, June- ----------------- 120 25 Notary Pub is ____ ___ _ _ _ _ ------------------------------------ fAKI applicant) FORM - 06/10 VNotary Public-'State of New York No.01 STS015931 Qualified in Suffolk County My Commission Expires August 02,20- r - NOTICE TO ADJACENT PROPERTY OW E lv E BOARD OF TRUSTEES, TOWN OF SOUTHOLD AUG 6 2025 In the matter of applicant: southoidTown Board of Trustees Mardik Donikyan SCTM#1000-52-1-4 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Demolish existing 1-story dwelling and masonry patio,and construct a new 2-story, 1,645 sf single-family dwelling with attached 16 sf, 80 sf,and 435 sf porches and associated steps;construct a 10'x 30'in-ground swimming pool, 1,160 sf grade-level masonry pool patio,and 12'x 12'shed;install 4'x 8'outdoor shower and 4'to 6'high pool enclosure fencing;remove existing septic system from within 100 feet of bank,and install new UA OWTS sanitary system more than 100 feet from bank;install stormwater drainage system, including pool drywell;fill approximately 520 sf area of recessed driveway with on-site soil material to match surrounding grades;and establish an 18'to 22'wide vegetated non-turf buffer landward of retaining wall(min. 15 feet landward of top of bank),with a 4'wide cleared path,all as depicted on the site plan prepared by Michael Macrina Architect,dated May 27,2025. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 54255 County Road 48, Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,Aug. 13,2025 @ 5:30pm;Town Hall Meeting Room,53095 Main Rd.,Southold You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Mardik Donikyan PROPERTY OWNERS NAME: 54255 Grandview Avenue MAILING ADDRESS: Englewood,NJ 07631 PHONE #: 201-638-5849 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. ti ,PROOF OF MAILING OF NOTIC? ATTACH CERTIFIED MAIL REC�ir fS Name: Address: 1000-52-1-3 58-25 229th Street Gomb Beach LLC Oakland Gardens,NY 11364 1000-52-1-5& 1000-52-3-1 235 Park Avenue S F19 Goyza LLC New York,NY 10003 1000-52-2-20.3 PO Box 1467 Joanna Tsoukatos Southold,NY 11971 1000-52-2-37 1000 Venetian Way Apt.503 GF Maher Trust Miami Beach,FL 22139 F E u E I ��' AUG 6 2025 SoutholdTovdn _�3 Board of Trustees STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 4th day of August ,20 25 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were Mailed to each of said persons by (certified)( ia ) mail. Robert E. He ann Coastal Managment Specialist Sworn to before me this 4th j day of August ,20 25 KIM H. STEPHENS Notary Public-State of New York No.01 S Qualified in Suffolkuffolk County �d My Commission Expires August 02,20%f_/ Notary blic U.S. Postal Service" U.S. Postal Service" mr rlu' CERTIFIED MAILP RECEI PT -1 CERTIFIED MAIL@ RECEIPT Er Domestic Mail Only Ir Domestic Mail Only M M o For delivery info�mation,visit our website at www.usps.cm". �11,ELIVE -0 - 10. � fiii L U AE m Certified Mail Fee m Certified Mail Fee C3 $ C3 $ Extra Services&Fees(Checkbox,add fee as appmpriarts) Extra Services Fees(�l�ckic)x,,,ddf�ea,,,�pp,.pl,,I.) �U 0 Return"ecelp,(adoopy)rl�J El Return Receipt(hardqopy) $ ❑Return Receipt(electronic) $ 6tMa E]Return Receipt(electronic) $ Postmark C:3 ❑Certified Mail Restricted Delivery $ _0 I r3 [:]Certified Mall Restricted Delivery $ Here ❑ Here r- 460 Adult Signature Required - $ E]Adult Signature Required ru ru Ln E]Adult Signature Restricted Delivery$ Ln E]Adult Signature Restdated Delivery$ J Postage --0 Al, $ Postage C3 C3 .,-ty, r9 Total Toter r r C3 C3, Er Sent' Gomb Beach LLC a- Sent, Goyza LLC CO Siree, 58-25 229th Street gffiii --------- 235 Park Avenue S F1 9 ------ co Ln Ln Oakland Gardens,NY 11364 1 117 New York,NY10003 -------------- ir ------------ U.S. Postal Service TI U.S. Postal Service TI r%- rj CERTIFIED MAILP RECEIPT r.33 CERTIFIED MAILPRECEIPT Domestic mail Only i Domestic Mail Only It, — -- 1 137 1 1 M M 0s. For delivery information,visit our website at wimmusps.come. 0 A RON Z L 1 - C F F L u 1' 11 m Certified Mail Fee m Certified Mail Fee E3 C3 $ Extra Services&Fees(check box,add/be as 8PPrOPdatel 41IG -0 Extra Services&Fees(check box,add 16e as appropriate) ni u �4[]Ret rnRecelpt(harq-PY) $ rU ❑[I Return Receipt(harcloopy) ❑.R.etum Receipt(electronic) $ • [3 Return Receipt(electronic) $— Postme, n Certified Mail Restricted Delivery $ Here C3 [:]Certified Mall Restricted Delivery $ E]Adult Signature Required $ r"- E]Adult Signature Required $— rLi []Adult Signature Restricted Delivery$ 6- Postage ru []Adult Signature Restricted Delivery$ U-) 5 Postage $ I C3 $ 1:3 rq Tot r-1 Toter C3 C3 I Joanna Tsoukatos Sent, GF Maher Trust Ir Ir i------------- 1:0 PO Box 1467 ------------- ca gfii;6 1000 Venetian Way,Apt. 5 03 1 . . I to Southold,NY 11971 Ln Miami Beach, FL 22139 1------------- Ir Er -01F1 rAUG 2025 d otTnisteps NOTILIL. 010 - HL.AkING - NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNERS) OF RECORD: MARDIK DONIKYAN SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish the existing one-story dwelling and' masonry patio; construct a two-story, 1,645sq.ft. single-family dwelling with attached 16sq.ft., 80sq.ft. and 435sq.ft. porches with associated steps, a second-story 15'x15' covered roof deck, a second story 10'x20' roof deck, basement stairs and window wells for egress; construct a 10'x30' in-ground swimming pool with hot tub; install a pool drywell and pool equipment area; install 1,160sq.ft. grade-level masonry pool patio; a 12'x12' shed; a 4'x8' outdoor shower; install 4' to 6' high pool enclosure fencing with gates; install a/c units and a generator; remove existing septic system and install an I/A OWTS sanitary system landward of new dwelling; install a stormwater drainage system; fill an approximately 520sq.ft. area of recessed driveway with on-site soil material to match surrounding grades; and to establish and perpetually maintain an 18' to t . 22' wide vegetated non-turf buffer along the landward edge of the retaining wall (minimum 15 feet landward of top of bank), with a 4' wide cleared path. Located: 54255 County Road 48, Greenport. SCTM# 1000-52-1-4 TIME & DATE OF PUBLIC HEARING: Wednesday, August 13, 2025 — at or --about-5:30P.-M-- If-you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. . BOARD OF TRUSTEES*TOWN OF SOUTHOLD* (631)765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nig f cant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 52 - 1 4 PROJECT NAME Mardik Donikyan The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: VNJ Nature and extent of action: Demolish existing 1-story dwelling and masonry patio,and construct a new 2-story, 1,645 sf single-family dwelling with,attached 16 sf, 80 sf,and 435 sf porches and associated steps;construct a 10'x 30'in-ground swimming pool, 1,160 sf grade-level masonry pool patio, and 12'x 12'shed;install 4'x 8'outdoor shower and 4'to 6'high pool enclosure fencing;remove existing septic system from within 100 feet of bank,and install new I/A OWTS sanitary system more than 100 feet from bank;install stormwater drainage system, including pool drywell;fill approximately 520 sf area of recessed driveway with on-site soil material to match surrounding grades;and establish an 18'to 22'wide vegetated non-turf buffer landward of retaining wall(min. 15 feet landward of top of bank),with a 4'wide cleared path,all as depicted on the site plan prepared by Michael Macrina Architect,dated May 27,2025. Location of action: 54255 County Road 48, Southold Site acreage: 20,985 sf Present land use: Residential,single family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Mardik Donikyan (b) Mailing address: 437 Grandview Avenue Englewood,NJ 07631 (c) Telephone number: Area Code 201-638-5849 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community,character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. Yes1:1 No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 1 \ Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Consistent with the objectives of Policy 4,the project is designed to protect and minimize potential loss from flooding and erosion on a property that is well protected from such risks by an existing bulkhead and retaining wall,which stabilize the embankment facing Long Island Sound.The project,which is located entirely within a FEMA-designated Flood Zone X and landward of the Coastal Erosion Hazard Area,would replace a dwelling located approximately 28 feet from the top of bank with a dwelling located a minimum of 62 feet from the top of bank,more than twice the existing setback;and replace a patio located 17 feet from the top of bank with a patio located at least 47 feet from the top of bank,almost three times the existing setback.The proposed swimming pool will be located at least 50 feet from the top of bank,compliant with Town Code Section 275-3(D)(1)(a)(5). Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable See attached addendum. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No 11 Not Applicable - " ADDENDUM FOR MARDIK DONIKYAN 54255 COUNTY ROAD 48 SOUTHOLD,NY - SCTM#1000-52-1-4 Consistent with the standards for issuance of a Town wetlands permit set forth by Town Code Section 275-12, the proposed replacement of an existing dwelling with anew dwelling and swimming pool would not adversely affect Town wetlands but should in fact have a net beneficial impact on the environmental condition of the property and adjacent tidal waters of Long Island Sound. Specifically, as a result of the below described design elements and incorporated mitigation measures, the project would result in increased vegetated buffers and separation distances between structures and the adjacent natural resources; potentially reduced runoff and improved runoff quality; and potentially improved groundwater and surface water quality, thus also furthering the respective LWRP Policy 5 and 6 goals of protecting and improving water quality, and protecting and restoring the quality and function of Town of Southold ecosystems. A) Project Design 1) The project,which is located entirely within a FEMA-designated Flood Zone X and landward of the Coastal Erosion Hazard Area, would replace a dwelling located approximately 28 feet from the top of bank with a dwelling located a minimum of 62 feet from the top of bank, more than twice the existing setback; and replace a patio located 17 feet from the top of bank with a patio located at least 47 feet from the top of bank, almost three times the existing setback. The proposed swimming pool will be located at least 50 feet from the top of bank, compliant with Town Code Section 275- 3(13)(1)(a)(5). The project will thus also further the LWRP Policy 4 goals of protecting and minimizing potential loss from flooding and erosion on a property that is also well protected from such risks by an existing bulkhead and retaining wall, which stabilize the embankment facing Long Island Sound. 2) The existing dwelling, which is located just seaward of the "pier line" established by the closest neighboring dwellings to the west and east—and substantially seaward of the pier line that would be created by the construction of the proposed dwelling on the westerly adjacent property (see Town Wetlands Permit No. 10047)—would be replaced by a dwelling located significantly landward of both the existing and potential pier lines, compliant with Section 275-11(A)(3). B) Mitigation Measures 1) The existing conventional and nonconforming septic system,which is located less than 100 feet from the top of bank,would be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (I/A OWTS) located more than 100 feet from the top of bank. Unlike conventional septic systems, I/A OWTS sanitary systems are designed to significantly reduce nitrogen loading into the groundwater table. 2) A stormwater drainage system consisting of leaders,gutters, and drywells is proposed to collect and recharge roof runoff; and a separate drywell is proposed for pool backwash. 3) An 18-ft to 22-ft wide vegetated non-turf buffer would be established and perpetually maintained landward of the existing retaining wall (minimum 15 feet landward of top of bank), thereby additionally mitigating surface water runoff and creating a sink and filter for excess nutrients potentially contained therein before reaching the embankment and the surface waters of Long Island Sound. 4) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. See attached addendum. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES 1 , Policy 10. Protect Southold':,, , ' _..ter-dependent uses and promote . ig of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATE June 10,2025 Robert E. Herrmann Amended on 811105 ` I �F� A EN-CONSULTANTS June 10,2025 Town of Southold ff Board of Trustees 54375 Main Road t: Post Office Box 1179 �' JUN ;�. Southold,New York 11971 3 2�25 Re: Mardik Donikyan Southold Town Board of Trustees 54255 County Road 48, Southold SCTM#1000-52-1-4 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit Applications including: a) Authorization&Affidavit Forms; b) Applicant/Agent/Representative Transactional Disclosure Forms; c) Short Environmental Assessment Form; d) LWRP Consistency Assessment Form. 2. Site Plan prepared by Michael Macrina Architect, dated May 27, 2025. 3. Survey prepared by Metes and Bounds Surveying, dated January 4,2024. 4. Two(2)sets of site photographs. 5. One(1)full-sized set of floor plans and elevations prepared by Michael Macrina Architect, dated May 27,2025. 6. Application fee of$1,250.00. I trust this information shall allow you to process our permit request. Should any additional information be required, please do not hesitate to contact our office. Sinc a y, i Robert E. errmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting