The URL can be used to link to this page

Home My WebLink AboutTR-10492 Glenn Goldsmith, President ®�`°�Qs ® Town Hall Annex ��d�®� 54375 Route 25 A. Nicholas Krupski,Vice President � P.O.Box 1179 Eric Sepenoski & So{ thold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction 1/2 constructed When project complete, call for compliance inspection-, BOARD:_OF�'SOUTHOLD'TO�?VN TRU5T'EES YO'RK. SOUTH;OL.D-'-:NEW', i DATE:c>;NOVE'MBER-45, 2023 PERIVIIT'NOj. 104'92 y �;• :r - ;ifi% _ a,; .i" <j � .'f' .tdtli; _';ti:;:':i, :i• ;d, ISSUE D.TO'c STIEP,HiEN'1& FORTUNE';.1VIANDARO;REVO:CABLE LIVINGrTRUSTS PROPERTY ADDRESS:'.:2135-BAY AVENUE:'EAST'.MAPUON, i.1''+1•I, ?;r '!'' 'a'•'1!, — ''.1: SCTIVI#;1.0,0,0-31-'17-4'' ' AUTHO' 12. RIZATION', . �' +5:of++tlielTowri Code'ofthesTown ofSouthotd and ii_, Pursuant;to•the.provisioris,of S5Chapfer 27 '�w'th.the°Res'olution�:of<the'Boatd"of,Trustees'-ado ted`'at:�the�meetirig�lield`ori,No�embe"r,,15;:2023; :;:accordance,;, 1- .. ., P � ,;,. ... . ! : ,,, .,,.,. ' , ,'arid'in'consideraton'of application'fe'e in the:-sum•of, '1 250:0.0'paid!;by iStephen&Eortune'Mandaro Revocable. ,,, Living Trus't;and'subject.to the•Terms:aril;Conditioiis as.;'stated;initheResoluttori,.the.Soutlio'1d Town Board'of Tiustees;author,>zes and„permits ttie:foll'owmg =;, _ i i if to remove,tlie:ezistin'"4''a�4, 16s'.ftd ,outdo;or;stiower;'6'z5 ;(36sq.ftt)`front en'trysto'op 418sq.f WetlandPerm g (. 9-ft) `rear�brick'"atio at:'gra,de;`20:6,i20.6,3(420sq-.f.);.tear,pgrt►on'of�ezisting lroof;;ezisti'ng septic;sy'stem`'and=ezisfing . P foundation locust posts,,lift the'ezisting'40'3'%:"x20'6"(800sq:ft,)one-'story dwelling,install an•open foundation of #'appr',ox�niately(15)18"concrefg'piersiwith breakaway walls,construct an 8'.x'14:6';(1.16sq:ft.)second story:addition; cons'trpcta 3 6'x8''(48sq.ft)&4'z7 6'(30sq ft)front covered porch!With'stairway,construct a 3'x11.4'(34sq.ff:) "rear'entry stau.way;,a 4:6'x1d:10''(60sq;-t.)mechanical platform; a'20.6 x16.6 (338sq.ft.).secondialoor.'additi6n over existing first floor;a"2';xT,4'x20.6?(total 96sq.ft:)secondstory;balcony over-ezistigg first'tloor; a,4'x4.6'_(16".5sg.ft.) outd,00rshower''(open';fo'above),''install a new A'OWTS tI% iwithin`rajsed grade;for,the'proposedra�sed'grade.over.UA septic;systein add approximately 813sq.ft..surfaee,area;;exist'ing;aver•age,'gr,•ade,is'.2.8',;gradingheight only:;over septic "proposed to be 3.2'; instali 24''x8'6"stoi niwater chambers(204sq:ft.below surface area);install an.approximate '432sq`:,ft.'pervious.drivewayq app,roximatel"y 2,760„!cubic feet;of earth,fo be removed for proposedtseptfc components excavation,ail,fill'to iremam on site for backfill with 325.2 cubic feet to be.used for proposed regrading,w�tb the. z , r 'conditions Inat:the ground/basem efo nt. or beifgr,storage'only iii,'perpetuity,a silt'fence/hay bale;inspectto`n'priorao _ installafio;n of st}oi m-waterrchaitij s,access through appheants.'property only,and to establish and;perpetually maflnYain a 30'wide vegetated,non-turf*buffer,area,along;the landward edge of'tt►e;wetlandwegefahon, and as It • 'h ., .• ,;;.;;: r,l 1;.depicfed'on-the site plan':prepared by Anthony„Portdlo,,R.A.,`sta'mped•rece yed•Octotier 30,2023,and,January 31, 4624;4iid stamped'approved on,February 13,.20241 Located:2135 Bay Avenue,East Marion.SCTIVI#1.000-31=174 W'ITNESS''WHEREOF,',the•!saidBoardiofTrustees.'hereby=:causes.its.Co;porate.Se' tobeaffixed; and.these presents o;be sub'scribed'by.'a';najority of.the,said'Board as,of the day and year written above. ! a TERMS AND CONDITIONS The Permittee Stephen&Fortune Mandaro Revocable Living Trusts residing at 2135'BaX Avenue,East Marion,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. Glenn Goldsmith,President ��Q� s®(/r�® Town Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 ® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly eai Telephone(631) 765-1892 Elizabeth Peeples � Fax(631) 765-6641 cou V� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 21, 2024 Anthony Portillo AMP Architecture P.O. Box 152 Mattituck, NY 11952 RE: STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS 2135 BAY AVENUE, EAST MARION SCTM# 1000-31-17-4 Dear Mr. Portillo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 15, 2023 regarding the above matter: WHEREAS, AMP Architecture, on behalf of STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated November 10, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 19, 2023, May 17, 2023 and November 15, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure 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 the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS to remove the existing 4'x4' (16sq.ft.) outdoor shower, 6'x5' (30sq.ft.) front entry stoop, 418sq.ft. rear brick patio at grade, 20.6'x20.6' (420sq.ft.) rear portion of existing roof, existing septic system and existing foundation locust posts; lift the existing 40'3Y2" x20'6" (800sq.ft.) one-story dwelling; install an open foundation of approximately (15) 18" concrete piers with breakaway walls; construct an 8'x14.6' (116sq.ft.) second story addition; construct a 3.6'x8' (48sq.ft.) &4'x7.6' (30sq.ft.) front covered porch with stairway; construct a 3'x11.4' (34sq.ft.) rear entry stairway; a 4.6'x11.10' (60sq.ft.) mechanical platform; a 20.6'x16.6' (338sq.ft.) second floor addition over existing first floor; a 2'x7', 4'x20.6' (total 96sq.ft.) second story balcony over existing first floor; a 4'x4.6' (16.5sq.ft.) outdoor shower (open to above); install a new I/A OWTS within raised grade; for the proposed raised grade over I/A septic system add approximately 813sq.ft. surface area, existing average grade is 2.8', grading height only over septic proposed to be 3.2'; install 24'x8'6" stormwater chambers (204sq.ft. below surface area); install an approximate 432sq.ft. pervious driveway; approximately 2,760 cubic feet of earth to be removed for proposed septic components excavation; all fill to remain on site for backfill with 325.2 cubic feet to be used for proposed regrading; with the conditions that the ground/basement floor be for storage only in perpetuity; a silt fence/hay bale inspection prior to installation of storm water chambers; access through applicants property only; and to establish and perpetually maintain a 30' wide vegetated non-turf buffer area along the landward edge of the wetland vegetation; and as depicted on the site plan prepared by Anthony Portillo, R.A., stamped received October 30, 2023 and January 31, 2024, and stamped approved on February 13, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $100.00 Ve ly your Glenn Goldsmith President, Board of Trustees GG/dd SOUTHOLD TRUS T EE S- Noe Issued T rum ate ms Address- �►35� o.y Avwnd�. Fnrf A'Lt:�„� THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE.TOWN OF SOUTHOLD SOU7'FIOLD, N.Y. 11971 TEL.: 765.1892 Glenn Goldsmith, President �o Gy.� x Town Trustees A Nicholas Krupski, Vice-President N z " 54375 Route 25 Eric Sepenoski o "' P.O. Box 1179 Liz Gillooly s ao- Southold, NY 11971 Elizabeth Peeples `. '' Telephone (631) 765-1892 Fax (631) 765-6641 1-/0. a Pea BOARD OF TOWN TRUSTEES �r TOWN OF SOUTHOLD 00 TO: STEPHEN & FORTUNE MANDARO c/o AMP ARCHITECTURE Please be advised that your application dated November 10, 2022 has been reviewed by this Board at the regular meeting of November 15, 2023 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project— x SILT FENCEMAYBALE Inspection Fee ($50.00) 1st Day of Construction ($50.00) % Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx The Permittee is required to provide evidence that the non-turf buffer condition of the 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. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: a- TOTAL FEES DUE: $ 100.00 BY: Glenn Goldsmith, President Board of Trustees SITE PLAN HATCH KEY: �1 PROJECT / ZONING DATA PROPOSED BUILDING ADDITION O� 51TE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S 51TE PLAN d 15 U TAX MAP # 1000-31-17-04 P SUBJECT TO VERIFICATION BY A LICENSED ® PROPOSED ACCESSORY STRUCTURE \_"ARION LAKE �� SURVEYOR. THE INFORMATION REPRESENTED ON THI5 51TE PLAN 15 TO THE ZONING DISTRICT R-40 NON-CONFORMING ® PROPOSED 2ND STORY ARCHITECT'S BEST OF KNOWLEDGE. LOT AREA 0.1 ACRES cc 2.SURVEY INFORMATION WAS OBTAINED M FROM A SURVEY DATED SEPTEMBER 24, GofO - STORM DAMAGE REPAIR +' N 2021 AND PREPARED BY: TO DWELLING G SEASONAL #3�Ig3; OGTOBER 2014 o PROPOSED 1O' WIDE /�\ p F� .�� NATHAN TAFT GORWIN III GofO - ACCESSORY BUILDING N � coo VEGETATIVE BUFFER (L\F\� ZO EDGE OF WETLANDS AS N.Y. STATE LAND SURVEYOR #Z52g6; DULY IcI73 (METAL 5!fED) c Z o \\`\�` _ � DELINEATED BY SHAWN M. BARRON LIG. #050461 cc cp � "' \ M.S. SEPTEMBER 21, 2021 " 1556 MAIN ROAD VARIANCE APPROVAL PENDING x : N �' co JAMESPORT N.Y. IIg4-7 o m ._ PHONE: 631 12�-20g0 FEMA FLOOD ZONE (EL. 6) o p `n .'.; ( ) AE N EXIST. SEPTIC SYSTEM • ems �g. WETLANDS DISTRICT PERMIT PENDING TO BE ABANDONED PER S \\ ,,`, �, . . „,\, � \ \\\ \ 0�\ ��, HAY BALES � SILT GDH5 STANDARDS :. \;.,.�(p(1 \ 06 .� \�\ \.\ ��. <:'� �\�\\ �� \��:: �> �\\\�`� FENCING DURING I-4'738-048'74/00001; NYSAPPROVAL DEC DEG AV Q� CONSTRUCTION '�- 10/2-7422 z \`\ ;; \ , \\.\ �� \.`�>:::': \\\\��\ :".\ \\\\ \ SUFFOLK COUNTY HD APPROVAL PENDING 3 0 IL \\`\\\\\\,` \\\ .\ '.� \ � ,T \1 CHAMBERS TORMWATER U 5 BEDROOMS \\ \\\ \ �. \ O O \, ,� ?': ;\. \ \ LOT G VERAOE O \ \ zjl,\, >\ �' �\ �, �\ \\ 0•\`�� \ \`r X, . . ,. .,MIN. % LOT -I--� N�jI I \d •\ EXISTING BRICK PATIO ® DESCRIPTION (FOOTPRINT) AREA \ GRADE TO BE RMEOVED COVERAGE EXISTING SHED TO ` ... REMAIN I `c\ �\`\# q.3' 10' ~ \ \ .\ \ �' A \ ( \�` \\ PROPOSED REAR ENTRY TOTAL LOT AREA 6 00.0 S.F. (� I „ MIN. TYP. : \ STAIR TOTAL LOT AREA LANDWARD OF 5 00.0 S.F. 35 REAR YARD SETBACK \\` \\ \� ;11.3\ \ \\ \.,\� WETLANDS 6 Q - J., ;;,,;;;, \ \ \ EXISTING FIRST FLOOR (n m II IIa. EXISTING DWELLING 1500.0 5.F. 14.5% w l l I - I EXISTING METAL SHED PIER LINE; AREA OF BUILDING EXTENDED PROPOSED DWELLING ADDITION 116.0 S.F. 2.1% III �� - BEYOND PIER LINE 15 PROPOSED COVERED PORCH 8 10' SIDE YARD SETBACK _ - EXISTING LOCATION STAIRWAY 58.0 S.F. 1.030 / I I PROPOSED OUTDOOR PROPOSED MECHANICAL 63.q S.F. 1.1% 2g I SHOWER OPEN TO ABOVE PLATFORM PIER LINE \ / 1 PROF. 1 PROPOSED SECOND PROPOSED REAR ENTRY STAIR 34.0 S.F. 0.6% STORY ADDITION OVER\ TOTAL AREA OF ALL STRUCTURES I,114A S.F. 21.0%EXISTING FIRST FLOOR \/\\/ II II �{b' R .5' 6.0' i I5' SIDE YARD SETBACK "MAXIMUM LOT COVERAGE ALLOWED - 20% EXIST. PROPOSED MECHANICAL REQUIRED SETBACKS - DWELLING w 3 AREA OF RAISED I _ PLATFORM o GRADE FOR / \\ I ml o 0 o N PROPOSED SEPTIC w J o 0 �jll ❑ REQUIRED EXIST. PROPOSED COMPLIES m o z W SYSTEM; APPROX. o L. PROP. ( �I EXISTING o 813 S.F. PERMEABLE I I FIRST FLOOR + FRONT YARD 55.0' 15.2' 15.2' NO z z w m a E o GRAVELui PARKING Q wow W w a 0a. � I I SIDE YARD 10.0' 6.0' 6.0' NO o n o 0 0 z w J p V w O (t 432 S.FJ + BOTH 51DE YARDS 25.0' 3q.3' 51.5' YES 3 31w � F Z REAR YARD 55.0' 44.5' 44.5' YES ui Q a 01 a z z W o w EXISTING NON-GONFORMINO;PROPOSED WORK DOES NOT EXTEND PAST EXISTING a m z o lr m 3 " w \ / PROPOSED 2 STORY ADO¢�� I I ry 4 D �i I.l 1'_r i NON-CONFORMING SETBACK E w w Q o N ADDITION W/ 1 1#, f 1 I z w w a �n = o 1 x o , 01 \/ COVERED DECK +s + I"'`� # z U.0 5 u a /\ ENTRY STAIRS + cV U~1 I 1 1{ l i O a z a xL. z O o s / \ ADDITION TO BE O O O i 6 X liI in 3 1 2024 � -,� SOUTHOLD TOWN CODE 280-20'7 (A)(I) EXIST. LP TANK -to 0 o x a d (NEIGHBORS) / \ CANTILEVERED 1 I ALLOWABLE N N N N LOT SIZE 6,000 S.F. OFA N N N N N LOTS CONTAINING UP TO 10,000 S.F. 2,100 S.F. a N o 0 PROPOSED OFA = 11555.6 S.F. ai ------------ EXIST. WATER_�►5 EXIST. WATER + PROJECT: VALVE METER + - - - - - - - - - - - - - + - - - - - - - - DRAINAGE SYSTEM CALCULATIONS: - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST. OVERHEAD AREA OF IMPERVIOUS ROOF GOVERA6E a 1,046 S.F MANDARO EXIST. WATER ELECTRIC. WIRES I,046 S.F.x 2'RAINFALL EVENT= 1-14.5 G.F.STORAQE REQ.'D METER EXIST. SPLIT RAIL FENCE CONTACTOR 0-414D STORMWATER CHAMBERS PROVIDE 2clAg G.F.NNIT 5TORA6E RESIDENCE (6)CONTACTOR G-4HD UNITS PROPOSED: I?q.14 G.F.5TORAGE PROVIDED � ' ® . EXIST. DRAINAGE SYSTEM INSTALLATION NOTES: 2135 BAY AVENUE EDGE OF PAVEMENT • A MINIMUM OF IO'SEPARATION 15 REQUIRED BETWEEN 5TORMWATER EAST MARION, N.Y. CHAMBERS S WATER SERVICE LINE,UNDERGROUND UTILITY LINES,SEPTIC, AV&. COMPONENTS,LEACMIN6 FIELDS,SEWER COMPONENTS,AND THE EDGE OF BOARD OF I r?USTEES GRADE ALL FOUNDATION WALL5 B A Y E N U EL=2.8' . A MINIMUM OF 5'SEPARATION 15 REQUIRED BETHEEN 5TORMWATER DRAWING TITLE: CHAMBERS S PROPERTY LINES TOWN OF SOUTHOLD � . STORMWATER CHAMBER5 SHALL BE INSTALLED MINIMUM ABOVE THE PROPOSED SITE PLAN (PUBLIC WATER IN STREET) -n HIGHEST EXPECTED 6RDUNDWATER ELEVATION. I I' CONNEC R T ALL 6UTfER LEADERS To NEAREST STOMWATER CHAMBER. PROJECT DATA DATE eb(-u f v 13 pa3k - EDGE OF PAVEMENT SM SM PLAN NOTES: 0.0, PAGE: I. PROPOSED FOUNDATION LEVEL TO REMAIN AS STORAGE ONLY 2. A TRUSTEES INSPECTION SHALL BE 4.6 SM WATER IN LOAMY SD COMPLETED PRIOR TO THE INSTALLATION i SAND WITH CARAVEL OF THE STORM WATER CHAMBERS 6.01 WATER IN BOG 3. ACCESS FOR ALL WORK AT PROPERTY �� i DATE:01/29/24 1 OF 3 SHALL BE CONTAINED TO PROPERTY i LIMITS ONLY WATER IN MIXED � .ED E17)OE OF WETLAND5 A5 LOOATEI7 BY NATHAN ,sP� SAND WITH &RAVEL ----------- -- -- -- -- -- -----OOR I-NL.5. ON JUNE 6. 2012 z, •' t'3 5 I TE PLAN COMMENTS: &ROUNDWATER ENCOUNTERED 4.1' BELOW 'j,�,. ",17 405 SCALE: I" = 10'-O" GRADE REAR SETBACK REAR SETBACK Y Y Q PROPOSED STAIRWAY H QLu - FOOTINGS (TYPJ w N w of Q PROPOSED BALCONY IN LINE W/ t° t() Y EXISTING FIRST FLOOR WALLS Q cy) N NDN b'-O" 20'-b" O = O f-I L +� --i - tw(1 COO '-1 PROP. _�-- PROPOSED -------� r-------� - - Q - BALCONY � 3-b" - m Cp Y d PORTION OF I I I II BATH. - ADDITION TO BE I I 1 IST. q6 S.F. <V - X j CV CANTILEVERED 1 I I II QIER LINE EXIST. - - --- O o +� ' Nm MUDROM O � Opc6J ir) EXIST. PROP. I I I I j II PROP. OPEN = KITCHEN OUTDOOR m r PROP. II - I Ib SHOWER BEDROOM n, I I FOUNDATION; " GONG. PROP. DEN �® FRo I = W I� PIERS W/BREAKAWAY , 13q S.F. W 1j ALL5 t BAT . L- I I - NEW '18 S.F. `fl I1 j I _ J UP �1 Eli�l I N NEW v I II z EXIST. ON. U - 1� DINING ;� W.I.G. Q W •� II ROOM m 28 S.F. -i.-j M I I I FRONT SETBACK; FRONT SETBACK LLJ I ! NEW EXIST. ON. BEDROOM EX15T. 2"Xb" F.J. - U I II 1 Ii �`-b'-O" TOIREMAIN PROP. FRONT �-f _ �I I I I� GOPORCHH d) EXIST. 2"Xb" G.J. f .0 I I "� I II^L I I -J ' 0 16" O.G. l NEW I I I I ��j Pit- T'�--�LINE� CL O REMAIN DN. I I pEXIST. OF FIRST FLOOR 1 LIYING I 1 EXTERIOR WALL5 11 I 1" EXIST. ROOM �4 I I BEDROOM 11 I I I 11 PROP. WOOD j I I ----- L-----� MECH. I PLATFORM I I _----=a-- _ L-__------_-_--- FROPOSED FOUNDATION FLAN SCALE: 1/8" = 1'-0" 0 0 ix w w 0 a z g FROPOSED FIRST FLOOR PROPOSED SECOND FLOOR $ z � o a 0 ui cog ; F SCALE: 1/&" = I'-O" 5GALE: 115" = 1'-0" z m sW Z w ir Imo » li x � a O- cn z w p w �� ¢ Lu _-T a ED w a a W� A J a Q PR, V � � 20'-b" EXIST. �Zo�U23�¢Y Z EXIST. OUTDOOR u �� RD Q' I �UJTEcS Qw WZ O o¢x3 "�'�®Y ` OF J®UThOID pJ a ON. Z Wwn ¢ _ x< o DATE Re��acxy �3 owAq w om000 W o 0 �y - - / a zax��nz � o coi o x a EXIST. EXIST. IST. , C � r r B H. MUOROOM I v v o 0 MODIFIED EXIST. EXIST. (3) BEDROOM KITCHEN DWELLING c PROP. F.F. x N M EL.=10.0' 24"(P LOCKING ACCESS COVERS w/ ADD FILL TO INCREASE GRADE EL. TO 3.2 AT PSD. EXIST. RISER;PROVIDE SECONDARY SAFETY 2'0 HEADER S TEES/ELBOWS, GRADE TO REMAIN LEVEL FOR 3'-0" IN ALL PROJECT: BEDROOM GONERS BENEATH��IMALLYRIIS�R TO MATCHPSBD LATERAL REDUCERS PE AS 5 ZING DIRECTIONS FROM PSD. 3 MAX. SLOPE ALLOWED OUTSIDE OF THIS PERIMETER. SEE ALSO SITE PLAN MANDARO PROVIDE POLYLOK P-66 OR ZABEL INV. EL.=0.&' 2"Q SDP,35 PVG OR EQ. FOR PROP. GRADING CONTOURS. RESIDENCE =ry AIL500 EFFLUENT FILTER (OR OTHER DISTRIBUTION PIPE;MIN. PITCH I' [EXIST. 2"Xb" F.J. m APPROVED MODEL w/LABEL E � MIN. 4"m SDR 35 SLOPING BACK TOWARDS I/A OWTS ® 16" O.G. INDICATING COMPLIANCE w/N5F PVC OR EQ. 2135 BAY AVENUE STANDARD 46 OR EQUIVALENT) MIN. PITCH j":I' b" MIN. _ EAST MARION, N.Y. �.., .; EXIST. INV. COVER PROP. GRADE EL. ® PSD-3.2 DEN �_O MIN. EL.=O.q' b ADD FILL (APPROX 5"9 AS REQ.'D TO ENSURE q 1'-0" MIN. BOTTOM OF P5D 2'-0" MIN. ABOVE G.W. DRAWING TITLE: EXIST. 2"Xb" G.J. ";: „ 2'-6" MAX. - ® Ib" O.G. p C.O. o EXIST. GRADE EL.=2.6' - - 1O" Io b - EXISTING FLOOR PLAN PROVIDE PVC VALVE BOX HOUSING cIO° PROPOSED FLOOR PLANS TIL. _ z LONG SWEEP ELBOW w/THREADED END GAP PROP.SEPTIC SYS.SECTION MIN. 4"m 5OR 35 PVC OR EO. - �0 1NE -J - (OR BALL VALVES) d DISTAL END OF EACH �` EXPECTED - EXIST. _ ',. MIN. PITCH 4":I' ° LIVING - � . - r - 3- - - qHT16H WATER EL.=o.O' -7INFILTF AGELATERAL FOR MAINTENANCE 3 INSPECTION ROOM NEW HOUSE , INV. --_ - - _ P . EL.=1.1' , I T 3 ATOR OUIGK4 PLUS SLP EXIST. STUDY CONNECTION; i m CHAMBERS, AS PER DETAIL (MIN.) INV. EL. 1.3' � Q SD-2 J_ fA 5 PROVIDE CAST IRON PIPE EXTENDINO 2'-0" MIN. FROM ' y..._._ ...•. _ y�='= �==-v=�aF.= a�o-=��:hm-.a•:P:—iF _ T(W)x24'(L)x2.5'(H) POURED CONCRETE PAD (4,000 PSI MIN.) w/(2) ROWS DATE:10 30 23 2 OF 3 BUILDING P. GONG. w / / . L FOUNDATION A N TION W LLS OP �T BOTTOM OF 5 RE BAR BA ® q" O.G. (BOTH I . D REGTIONS ANCHOR ( ) I" _ - 11F b' � ±rsf=• -4—.3_._ _��-�—___�=3__�--3t -R_—f_�—:lt=e3,• •t-+i!_—�—fa• TANKS TO PAD w/NYLON STRAPS PER MANU. Sf'EG.S. NYLON STRAPS SHALL BE EITHER INFILTRATOR TANK BUOYANCY CONTROL EXIST. STRAP ASSEMBLY (TANK-505-KIT), OR OTHER COMMERCIALLY AVAILABLE ©fiiR ON. STRAP SYSTEMS MEETING SPEC.'S AS SPEC. AS LISTED IN INFILTRATOR "IM- f GM-SERIES TANK BUOYANCY CONTROL GUIDANCE" BULLETIN. �� `� f• A� �� EX I STI NO FIRST FLOOR PROPOSED SEFT I G SYSTEM DETAIL_ SCALE: I/8" = 1'-0" 50ALE: NTS7t"s%�s � op 111. COUNTY OF SUFFOLK C,� .*Mn)i STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT, MD,MPH Commissioner Brooke Epperson October 30, 2023 P. O. BOX 152 Notice#: 4 MATTITUCK, NY 11952 MANDARO NEW SEPTIC Tax Map: 1000031001700004000 Record ID: R-22-0182 Notice of Incomplete Application Brooke Epperson, This office has reviewed your application for the above referenced project. The following will be required prior to any further processing of the application for approval to construct: The submitted plan would be acceptable for approval under the exemption outlined in Article 6 section 760-614 F of the Suffolk County Sanitary Code pending receipt and review of: 1) NYS DEC wetlands permit - must be modified to meet current proposal. 2) Town Trustee's permit. To avoid delays in the processing/approval of your application, paperwork and documents should be submitted using the online portal. Electronic submission will ensure priority processing. Please note that alterations of surveys/plans must be made by a licensed design professional or surveyor and be properly certified. Photocopies of documents and penciled in corrections are not acceptable. Please do not hesitate to call (631) 852- 5700 with any questions. Regards, Edward Lyons Principal Public Health Sanitarian CC: R NOff20223 ANTHONY PORTILLO STEVE MANDARO Southold Town Board of Trustees DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT N 360 Yaphank Avenue,Suite 2C,Yaphank, NY 11980 !�!� rTTC;d.t.h Page 1 of 1 (631)852-5700 1 Fax(631)852-5755 ilenn Goldsmith,President 0��- `, kCOG Town Hall Annex A.Nicholas Krupski,Vice President �� y< 54375 Route 25 Eric Sepenoski y ? P.O.Box 1179 Liz Gillooly �y • QVI Southold,NY 11971 Elizabeth Peeples �Ol Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: AMP Architecture on behalf of STEPHEN & FORTUNE MANDARO REVOCABLELIVING TRUSTS requests a Wetland Permit to remove the existing 4'x4' (16sq.ft.) outdoor shower, 6'x5' (30sq.ft.) front entry stoop, 418sq.ft. rear brick patio at grade, 20.6'x20.6' (420sq.ft.) rear portion of existing roof, existing septic system and existing foundation locust posts; lift the existing 40'3'/z" x20'6" (800sq.ft.) one-story dwelling; install an open foundation of approximately (15) 18" concrete piers with breakaway walls; construct an 8'x14.6' (116sq.ft.) second story addition; construct a 3.6'x8' (48sq.ft.) &4'x7.6' (30sq.ft.) front covered porch with stairway; construct a 3'x11.4' (34sq.ft.) rear entry stairway; a 4.6'x11.10' (60sq.ft.) mechanical platform; a 20.6'x16.6' (338sq.ft.) second floor addition over existing first floor; a 2'x7', 4'x20.6' (total 96sq.ft.) second story balcony over existing first floor; a 4'x4.6' (16.5sq.ft.) outdoor shower (open to above); install a new I/A OWTS within raised grade; for the proposed raised grade over I/A septic system add approximately 813sq.ft. surface area, existing average grade is 2.8', grading height only over septic proposed to be 3.2'; install 24'x8'6" stormwater chambers (204sq.ft. below surface area); install an approximate 432sq.ft. pervious driveway; approximately 2,760 cubic feet of earth to be removed for proposed septic components excavation; all fill to remain on site for backfill with 325.2 cubic feet to be used for proposed regrading. Located: 2135 Bay Avenue, East Marion. SCTM# 1000-31-17-4 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: / Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: � 7 214 Present Were: G. Goldsmith N Krupski E. Sepenoski L. Gillooly --- E. Peeples .fit ' - �.� r I :� zF tephen&Fortune Mandaro Rev.Liv Trusts 2135 Bay Avenue,East Marion CTM#: 1000-31-17-4 /11/23 Q / R Stephen&Fortune Mandaro Rev.Liv.Trusts 2135 Bay Avenue,East Marion SCTM#: 1000-31-17-4 i 4/11/23 r l t " "t4 ! 1 4 r A,'F i •�� y ��„t�c� —�!1 ., r► -"#fin S � D ' �; Rrr �1 l• Yj ? I .•�. �1 It t i I �a 4,/ 11 /2023 10 : 11 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: C'5-f ;)6.n ,e,6 fr>r-�Lne VAc-AnAckrr, k000-31-v7-c)LA NAME: ADDRESS: LJ. tlrl AGUGnnO qnc� 6-L5 W -ZSg-'h ��;;�� 4, �7�5 1L GerGld C,\ms0(-N Q�o�X. r1�d IO°-ICn3 Tu ll Gne Lau dam Sox \F"u P a�c� een AMaur (3c-aur y `5 W oo d'fQlC- leave r�CaMCOWS�t1 2-V5 Huck�terry W 9,oGx6 7U \30,K -M STATE OF NEW YORK COUNTY OF SUFFOLK residing at 10200 \"\cis r� \Ro(-, , HcA Eck, NN W 62 , being duly sworn, deposes and says that on the -7--h day of \\-Ao fem�Oex- , 20 ,, 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 located at I Ho Loge 1-nne, N o"- \N\1 \1g52 , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN REC IPT. / Sworn tot1 blIcforc me this Sign e Day of N O Ve? "r , 20 a:?:, BARBARA H.TANDY Notary Public,State Of New York No. 01 TA6088001 Qualified In Suffolk County Notary Public Commission Expires a9-J • �a`� ' • -- J RECEIPT U.S. Postal Service . M CERTIFIED i 'Domestic Mail Ohly CERTIFIED MAIL© ■ ■ .D I Q' Domestic Mail Only ca c3 rU Certified Mail Fee nj $4.:5 0955.2 m a Certified Mail Fee ` C3 $ FVAry- 07 r. � c7 Extra Services&Fees(check box,add fee pI ate) �f j O $ $4.35 ' � I_l n2 ru ❑Return Receipt(hardcopy) $ '_t Extra Services&Fees(check box,add fee s,pf{��qq ate) r"`t t'i7 0 ❑Return Receipt(electronic) $ Postlt)Ek" r U ❑Return Receipt(hardcopy) 0 ❑Certlfed Mail Restricted Delivery' $ ; Here; C ❑Return Receipt(electronic) $ 7 C3 []Adult Signature Required $ !r. - t��a) Postmark C3 ❑Certified Mall Restricted Delivery $ a n d Adult Signature Restricted Delivery$ 'U _ ry —V t�■�II�, t�j Here f ❑ - Q79 4 O []Adult Signature Required $mot•., r�;• 1 Postage ❑Adult Signature Restricted Delivery$ $ 'R /` ? dye Postage 2 A rq Total Postage and Fees • v,JqU `� �- $ , �' $$8..lfJ �" ` ��`` J rat Total Postage and Fees 11'��7F�2u�'u1 ru Sent To s$8.56 oAar__A u.10 (ba---Gun.1,---�1�ti`on--- `-------------- rU Sent To Street and A .No.,or P Box No. ru JAM'fC! A 3`61� 0 .on d_JCS ----------------- city, 1L______________________________ StreetandApt.No.,orPdFU6 o. State,ZIP+4e . N \0 cry�'st-N-2a r _l L� PD--'1�11 77(0---------- :Q G1ngn W I kcill , ■ • Postal CERTIFIED 0 RECEIPT CERTIFIED0 . ■ O C3 Domestic Mail Only O Domestic Mail Onli U1 Nesits 3Y16 !� p "r . I`. m YI�s� F`t�l N� 57�r rn rU Certified Mail Fee rU Cert�ed Mail Fee$4.35 IJ952 75 ru $4. ,a Ic; �� G 09•- ;mot ru $ 07 0 $ 07z t C3 a S fee gpPR{QH=_ate) ! 't/i,j ]'� Extra Services&FeeS(checkbox,add lees s p phase Extra Services&FeeS(check box, U tJlt r f ❑Return Receipt(,:a-py) $ I 1 II 1 +r ❑Return Receipt(hardcopY) $ ti-) t_ �' Postmark,\ ❑Return Receipt(electronlc) •— tkk1+�-.-1r)171 0 ❑Retum Receipt(electronic) Here ..r.\� 0 ❑Certified Mail Restricted Delivery $ �} ? Po re rk ❑Certified Mail Restricted Delivery $ !kty rt-,r.^, /�/O []Adult Signature Required $ �- �'" ❑Adult Signature Required _ �- ❑Adult Signature Restricted Delivery$ �� ❑Adult Signature Restricted Delivery$ qo E3 postage h "� 11.b6D�� r $ Ci.66 �a C3 Postage 11/t!7/ 1 '''= rU Total Postage and Fees 11/07/2G23.�, of�c5tage and Fees x. i Rit8.56 r $" _ fU Sent ToGne «Gru u- 1 ru street andApt.�a or O Box No. o tre a ----o-•-- oX \G Ca Street andA t.P(o.,o O Box o. r� 5 t` - ------------- �-`�-- `�---A fer_yue Crry,State,Z%P+46 City s\ia,'ziP+a� \1 `7 1 1 5 SENDER: COMPLETE THIS , SECTION ■ Complete items 1,2,and 3. A S1 atur ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. a ived by(Printed!Name) C. Date of Delivery or on the front if space permits. 1. Article_Addressed to: D. Is delivery address different from item 17 ❑Yes If YES,enter delivery address below: ElNo Tv�sane I-Qu60 h- �d 3�x kG(.0 N�3co nse�, NCI t 1-7 Co-7 3. Service Type ❑Priority Mail Express@ II I Illlll I'll I'I I II II I Ill!I III II�II ll III I�I III ❑Adult Signature ❑Registered Mail ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Met Delivery 9590 9402 7156 1251 8955 32 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTm ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery _ ❑.InAI—H-Mall 'AaJt 70 2 2�t�l 10 10 d 012 102,2j 8650 Ojil Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt ' 9 ■ Complete items 1,2,and 3. • • ■ Print your name and address on the reverse A. S!gn t e so that we can return the card to you. I ■ Attach this card to the back of the mailpiece, t ec ived b (P a me Agent i or on the front if space , A r lvery 1. Article Addressed to: permits. , ' � Da e D !very I il ens f� D. Is delivery ad ress different from Ite 1? f S:DaC� V If YES,enter delivery address below: Ye 2$5 HucL<lebe" Hill Rac-A . J 3©xc Mc,,r;on,�,4 y �Ig3q IServiceType I III'III'I I'Ip I�IIII�I IiIt II"I I�III II III ❑AdultEl Signature III Priority Mail Expressoignature Restricted 9590 9402 7156 1251 ❑Certified Mail@) Delivery ❑Registered Mail Restricted: 8955 56 ❑Certified Mail Restricted Delive Delivery _2._A_rticle Number(Transfer from service/abelf 11 Collect on Delivery n` Signature Confirmation- ! ! p-L-f``i i�� - ? ��— ❑Collect on Delive El Signature Confirmation 7 022 j ' a 4 i 2' 1 ! ' ! i l+--�—� ClAnsured Mai Delivery Restricted Delivery Restricted Delivery 2`41,0 U Cl 2.2 3 $ i i 1 I l Mal!Restricted�Dellvery PS Form 3811,July 2020 PSN 7530-02-000-9053 — — - — 00) ldlaoaa u,n}at{o!}sawoa 6906-000-ZO-0E9L NSd OZOZ,(In�' oleo L8E, =ISd /Gan!!aQ pa}o!,}saa i!eN(, 0 0 r_O_ 2 2 0 210 M7 D 12' 12 0 LI Ganpap pa;ou;saa�GanpaO fda,maanp!1,p4a lo,;saaAa 0. ❑ IIII(l ege l aD/A1IJ IaISI WIIIoI/jI rIaIjIsIuIsIll�i IIlgI wI'nI'NI'aI II yZuollLu!luoo a,n}su6!S Ip ;o uuo o }Aan } S❑ Uanl!eQ paid),Is Iayt Pagivelo❑ 6V 5568 LS L99 0V 06; paousaa!eN p9191s!6aa ppery paJ ipeO❑ IIII IIIIIII 56 l!eW Pe}o!gsaa a,neu6! ®ssw e,n}su6!SS 3}1!nnPpVy❑p uudp adAj eolruaS £ IJ I t L11 �O,.yl ON .Moleq ssa,ppe anllap as}ua'831.f1 SOA� .B I wa}I wo,;}ua }}!p SSOAPP73 AIGA119p sI -CI PPH alo! :o}pass,, }.iy •I. anl p;o i Q •D - N pa;uu ,t, an!ao `aaald leua 941�s}Iw.!ed eoedS 11 luolj ay;uo ao ;o 3louq e43 of paeD slot•4oE$br ■ aassaipp s no�f of paeo eq,wnlaa ueo am 1B41 os 1 } d❑ X GS.19AGI 94l uo SSaappe pue aweu m0A luud i am}eu6IS •y .E Pie VL,,SI.well ejeldw'o 0 ' .NO N61103S31-97d14100 a Board of Trustees Applica �n PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: po 3) - 17-- 3 31 - �� cQ ie � �.�Teae jell PVyGs� �U STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , 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 located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to bcforc me thin Day of 720 Notary Public 9 41 Glenn Goldsmith,President :%'dfF rn Town Hall Annex A.Nicholas Krupski,Vice Presidents " G �: 54375 Route 25 Eric Sepenoski z { P.O.Box 1179 Liz Gillooly 4 p_;, "'`!j` Southold,NY 11971 Elizabeth Peeples y �� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of STEPHEN&FORTUNE MANDARO REVOCABEL LIVING_ TRUSTS COUNTY OF SUFFOLK t STATE OF NEW YORK AFFIDAVIT OF POSTING DO_ NOT COMPLETE THIS FORM,UNM THE POSTING HAS REV A&ED: RV-PLACE--FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE-COMPLETE THIS FORM ON EIGHTH DAY OR LATER residing at/dba \Q Zo > "Cu r1 Plncack being duly sworn,depose and say: That on the 7+h day of No4embQ- , 20Z3, I personally�posted the property known as by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held;Wednesday,November 15;2023. Dated: N 0 Uew ber �S� ava3 (signatu Sworn to before me this 1 S day of W011.20 ,A 3 BARBARA H.TANDY Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County, otary Public Commission Expires 0 /S•)d'7 " .to"_ 10 _ ► r •1 4doft .foe y r V,,; •� �, i • {. 1r, it i40 Za • f a r � NOTICE OF HEARING "inn W M Ar colrt«o m"apwft ftwi1s.wb w hoft bv 1M s..lip" Tom$ft",oR 1r 11r�M Wo terra$Um.S!m Mnm%am. Sw., w* Myw1 lw*.tows"o1v Ma ow�q Rt�i c +MEC t► ;r "Wh a IORf r tiuVDARa O tt LAWN r"rs �4'P�tL`� CMi_!t,1�1,l� N!ANttlr(r 1a,.a iwwlr�l�ar nwrw er.+�*sf r.`(�A 1.rr2� o wwm 11•♦ t1�r11A#1+�/ t N«M �w A +M►Mr11ir/rgrl Oi pry*.011 It�Or'MlOIw A nrrw f"sw" 000pi 1W WVMMW%1WR I "oft as*a""h-Odm"W'N M MOM Olt NO.rwrrrq 4W/1r' are•/t100"*1 w sww f.r ome rowan sa mpow ur —41- erg Mom 1rswlrto"I.,w awr ww"1w1t(r 4 it Me 0 b womm!wo 0+lbws.comon w a!.♦sir f*ae of i• 4 at 6 mr*1*1%wo[rto~form NOW op wn.owpohm a 1 U I♦j ton 41 I+rlr a"nawmM . 4 4-011 Mil Now M 1 arriniw 060l11 01 a M Iry K■ 1l A04 fl r$ wr"Now Warraw~•srN11v tow a f 0 M 164,Now Is"A 1 rrd saw wwaq rrw-0"ftww on-,i a of i'?hL in R 1 arrrl IM,abww"ms au airrasf a►wAl s ry vo pt♦volt-1 ssMrM v me-Q-dw#r Mwrow+Marwri w rrrar 1a•►rpra srrsrir and applammomosiO W N.y 1% ar.11 m wr1.oftol WNWAW VWW♦it S, froov o,ow•oft N.Ns qwm ww+M its a.1 l —um so lV'Mranwar.Ar+ao- 11 me"*It 6wr1.as.oft* snot Poe M No . 4 "aq 1► oo Mrs wwaswAt +perwM+rwir 1 +Y"dw NOW 00 0000 as be •0,..,,y,f'fp►/wWww*rrl"sWOOMMO Os rfwsuuw of ao IN rr omor sir raw ow*a*"as yt 2 arw Mw+1«00.e.+60/-000601 ogladW* WiNF1 t r It Oft a.....5004•dodo r 6r"i*WOOL p 1 f a TW4 O.i M%lg IINi�ati..w�r,bier.Laura- a v Mow 10w.www.r111+a N'600"Oft fmm"rftwOw-NOW w1ra..Wwante+s.+ar.wrr►r W .....rrawwMM�+1r.rMMf►*MOW.ON$ 1 wfw+ws y....a.vis+M i. v --Om era. s.-*omm'•"mm//No!plow•am'f 000 41 46 r � � �r.4 rim �T,t� TSB- '� ��► t ` 1• s 1•'� 1 0 0- 10 NUTIC 'LM im Ht:A , % 1NG 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. OWNER(S) OF RECORD: STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS SUBJECT OF PUBLIC HEARING: For a Wetland Permit to remove the existing 4'x4' (16sq.ft.) outdoor shower, 6'x5' (30sq.ft.) front entry stoop, 418sq.ft. rear brick patio at grade, 20.6'x20.6' (420sq.ft.) rear portion of existing roof, existing septic system and existing foundation locust posts; lift the existing 40'3%" x20'6" (800sq.ft.) one-story dwelling; install an open foundation of approximately (15) 18" concrete piers with breakaway walls; construct an 8'x14.6' (116sq.ft.) second story addition; construct a 3.6'x8' (48sq.ft.) & 4'x7.6' (30sq.ft.) front covered porch with stairway; construct a 3'x11.4' (34sq.ft.) rear entry stairway; a 4.6'x11.10' (60sq.ft.) mechanical platform; a 20.6'x16.6' (338sq.ft.) second floor addition over existing first floor; a 2'x7', 4'x20.6' (total 96sq.ft.) second story balcony over existing first floor; a 4'x4.6' (16.5sq.ft.) outdoor shower (open to above); install a new I/A OWTS within raised grade; for the proposed raised grade over I/A septic system add approximately 813sq.ft. surface area, existing average grade is 2.8', grading height only over septic proposed to be 3.2'; install 24'x8'6" stormwater chambers (204sq.ft. below surface area); install an approximate 432sq.ft. pervious driveway; approximately 2,760 cubic feet of earth to be - removed for proposed septic components excavation; all fill to remain on site for backfill with 325.2 cubic feet to be used for proposed regrading. Located: 2135 Bay Avenue, East Marion. SCTM# 1000-31-17-4 TIME & DATE OF PUBLIC HEARING: Wednesday, November 15, 2023 — 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 n.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 DiSalvo, Diane From: Juliane Laudato <jlaudato@smithtown.k12.ny.us> Sent: Wednesday, November 15, 2023 3:36 PM To: DiSalvo, Diane Subject: Fwd: Mandaro proposal meeting Good Afternoon Diane, I just wanted to make the Trustees aware that I only received notice of the meeting Saturday 11-11-23. If I had received it with some reasonable notice I may have been able to get another nurse to cover my shift as this greatly affects me. Thank you,Julie Laudato Regards, Julie Laudato RN Smithtown CSD 631-382-4360 NOTICE:This e-mail message may contain privileged or confidential information.The information contained in this e- mail message is only for the intended recipient. If the reader of this message is not the intended recipient,you are hereby notified that you have received this message and any attached documents in error, and that any review, dissemination, distribution,or copying of this message and any attached documents is strictly prohibited. If you have received this message in error, please notify us by telephone at(631)382-2000 immediately, delete this e-mail and destroy any copies. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Maim Diane From: Susan Kamrowski <suekamo@aol.com> Sent: Wednesday, November 15, 2023 3:29 PM To: Disalvo, Diane Subject: 2135 bay ave East Marion To Diane Disalvo My concerns about this project remain the same as the previous project. I'm unable to attend because of short notice however I would like concerns to remain the same as the last meeting. Extend consideration.Thanks Sent from my iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Maim Diane From: Susan Kamrowski <suekamo@aol.com> NOV 1 5 2023 Sent: Wednesday, November 15, 2023 3:03 PM To: DiSalvo, Diane Subject: 2135 bay ave -- - To Diana Disalvo. It was just brought to my attention today that there was a meeting to day concerning 2135 bay ave east Marion And do to the short notice I'm unable to attend to express my concerns previously raised during the last session. And would like them to remain in consideration.Thank you Sent from my iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i NOV 1 5 2023 To: Town of Southold Board of Trustees Re: Review of the Mandaro Proerty at 2135 Bay Ave East Marion NY 11939 Unfortunately, due the extremely short notice (two days), I am unable to attend in person the review of the Mandaro property at 2135 Bay Ave, East Marion, NY 11939. This is quite unfair and would ask that this be postponed so I may prepare properly. However, when considering the permit application for this property, I truly implore the board to consider the delicate nature of the area, the loss of character, the current street flooding and the flooding of my own property at 35 Rabbit Lane, East Marion, which this project will only exacerbate. The flooding I am referring to is the result of normal rain and snow run off, not great storms. The flooding from run-off rain/snow has already been worsened by the previously approved Mandaro/Cook project at 21_ Bay Ave, East Marion. With regard to this new project, I can assume that again there is no provisions to address the run-off rain flooding, as I have directly ask this question of Steven Mandaro to which he never replied. I would recommend that the Trustee in seeking to protect the wetlands find the answer to this question. As you will see from the attached video the run-off flows to the lake via my property. I understand, the right of property owners to raise their homes in preparation for the next 100-year storm but I do not find it acceptable for ground to be raised and walls erected to my daily detriment. Why is the Mandaro group given such favoritism-even over the Lake? My property is adjacent to both the Mandaro and Cook properties which precariously puts me in harm's way every rainy/snowy day with no recourse. The Town of Southold and its Trustees refuse to recognize the consequences of their actions - it is not their front lawn that becomes a lake when it rains or their street that is unnavigable when it freezes in the winter or the lake in their yard. Would you like this treatment if it was your property? As mentioned above, I have attached pictures and a short video to this email so that the board can fully understand the gravity of this situation. The destruction of the character of the neighborhood is an issue that seem to be lost. The past board fluffed it off as progress. When I purchased my property this area was an amazing beach-filled vacation spot. Now with all the "progress" the Board and Town allows it is becoming a cement walls, high-rise multi-story housing, congested area. It's a significant loss- not progress. I beg you to take into consideration the consequences to the wetlands and this unique area that Steven Mandaro's project will cause and disapprove it or insist he make provisions to address the issues. Thank you for your time and consideration. Best regards, Maureen Beaury 631 902-3715 y . ••��rrti - .� �. .: �� . �. _ ,�� ' �� M _ �. �_ � .. 1. 1 .�� •��, -"f'`, "'"`�. �� .� _.,,� Juliane Laudato PO Box 196 Nesconset,NY 11767 Nov. 13, 2023 To the Southold Board of Trustees, Dear Board Members, This letter is in reply to the proposed plans that I recieved regarding the Mandaro home at 2135 Bay ave. in East Marion. I reside in one of the adjacent properties at 2165 Bay ave. and have some concerns regarding the proposed project. Unfortunately due to my schedule as a Registered Nurse I will still be at work during the scheduled meeting so I would like my thoughts presented to you prior to the open forum. The first concern is the post and rail fence that the Mandaro's had placed into my yard. It will need to be removed now and relocated into their yard and prior to any thoughts of beginning construction should any portion of this proposal be approved. I have put this concern in writing in the past to the board without any response. My yard goes up the hill in between our 2 homes and irregardless of whether it's an inch or 10 inches it is my property and will under no circumstances be considered theirs, nor can it be included in the measurements that they say they are able to use as a property line. I paid the surveyor to have my property lines stalked and they have "somehow" been removed. My survey clearly shows that whoever installed this fence put it in my yard, not theirs. I am very concerned about the space between our homes. Secondly I am, as are all homeowners in this area, always concerned about runoff during this potential project since we all endured this to the detriment of us being able to enjoy our homes due to the Cooke house project on the opposite side of my home. In addition we had the employees of Mr. Mandero's cousin, Joan Cooke's hired contractor, allowing the workers to go through all the neighbors yards, despite us voicing our concerns and protest at meetings and in writing. They used our water/hoses to mix cement along with the water from Lake Marion, removed shrubs and fencing with no regard for property lines, not to mention relieving themselves on our properties. All of this added to an already intolerable situation. The previous board was made aware of this issue and toileting facilities were later installed however contractors need to have this in place prior to working on any residential property. My last comment is to ask why with a double lot is it necessary to have the home so close to mine. Can this project if approved be moved north of my home as I feel completely encroached upon when there are other options. I am always in favor of neighbors maintaining and improving their homes and property; however they should be respectful of their fellow community members and how their decisions will affect others. Thank you for your consideration of my concerns. I can be reached via email at Hm5856(5hotmail.com or by phone at 631-835-0520. Juliane Laudato A M P Arch i t e ct u re Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 30, 2023 Wetlands Permit Application Mandaro Residence 2135 Bay Avenue East Marion, N.Y. 11939 SCTM: 1000-31-17-04 Project Description: Removal of the following: Existing Outdoor Shower: 16 SF,4'-0"x4'-0" Front Entry Stoop: 30SF, 6'-0"x5'-0" Rear Brick Patio at Grade: 418 SF Rear Portion of Existing Roof: 420SF,20'-6"x 20'-6" Existing Septic System Existing foundation locust posts Proposed Lift of Existing 1 story frame dwelling: 40'-3 %"X 20'-6" (800 SF) Proposed Open Foundation with Breakaway Walls: Approx. (15) 18" Concrete Piers Proposed 2 Story Addition: 8'-0"x14'-6" (116 SF) Proposed Front Covered Porch with stairway: 3'-6"X8'-0" (48 SF) &4'-0"x7'-6" (30 SF) Proposed Rear Entry Stairway: 3'-0"x11'-4" (34 SF) Proposed Mechanical Platform: 4'-6"x11'-10" (60 SF) Proposed Second Floor Addition over existing first floor: 20-6"x16'-6" (338 SF) Proposed Second Story Balcony over existing first floor: 2'-0"X7'-0", 4'-0"X20'-6" (Total 96 SF) Proposed Outdoor Shower(Open to Above):4'-0" x4'-6" (16.5 SF) New IA OWTS:To be installed within raised grade Proposed Raised Grade over proposed septic system:Approx. 813 SF Surface Area; Existing average grade is 2'-8",grading height only over septic proposed to be 3'-2" Proposed Stormwater Chambers: 24'-0"x 8'-6" (204 SF below surface area) New Pervious Driveway: Approx.432 SF Approximately 2,760 cubic feet of earth to be removed for proposed septic components excavation. All to remain at site for backfill 325.2(cubic feet to be used for proposed regrading U 3 0 r�nna r 'KIL Page 1 of 1 I SITE PLAN HATCH KEY: SITE LAYOUT NOTES: PROJECT / ZONING DAT?. PROPOSED BUILDING ADDITION �6 _ 00I. THIS IS AN ARCHITECT'S SITE PLAN B IS TAX MAP # MARION LAKE-\ SUBJECT TO VERIFICATION BY A LICENSED 1000-31-17-04 PROPOSED ACCESSORY STRUCTURE f� SURVEYOR. THE INFORMATION / REPRESENTED ON THIS SITE PLAN IS TO THE ZONING DISTRICT R-40 NON-CONFORMING PROPOSED 2ND STORY / ARCHITECT'S BEST OF KNOWLEDGE. LOT AREA 0.1 ACRES �- 2. SURVEY INFORMATION AS OBTAINED m W GofO - STORM DAMAGE REPAIR FROM A SURVEY DATED SEPTEMBER 24, �y�N2o22 P� 2021 AND PREPARED BY: TO EXI5TING SEASONAL #37193; OCTOBER 2014 c m N� 1 ►��`� DWELLING PROPOSED 10' WIDE /�A\0N p F� •�� NATHAN TAFT GORWIN III GofO - ACCESSORY BUILDING N VEGETATIVE BUFFER \�� Z� N.Y. STATE LAND SURVEYOR (METAL SHED) #Z5216; JULY 11-75 m Z o J�� EDGE OF WETLANDS AS \\�� T \`� DELINEATED BY SHAWN M. BARRON LIG. #05046-7cv (D Y�t \ 1556 MAIN ROAD VARIANCE APPROVAL PENDING x � \..... �" \\ o +1 M.S. SEPTEMBER 21, 2021 'g N JAMESPORT N.Y. I Ig47 CD \ \ \�;. \ �� \ \ PHONE: 631 -127-2090 �n \`. �� \�. FEM F O AE (EL. 6) a p c>s \� ��\ � �� \ �\ �� ( ) A L OD ZONE EXIST. SEPTIC SYSTEM �; �\ \. �g 'x INU `\ a O TO BE ABANDONED PER \ \ \\\''` \\ \�\ �. a� °�� a� g \, \ � �\�\ \\ \,\ \\\\\\\\� \\ \\\\ e `. :; WETLANDS DISTRICT PERMIT PENDING \ HAY BALES d SILT SC STANDARDS \\ \�� \� ` ` \ FENCING DURING -4738-04874/00001;NY5 DECDEG APPROVAL 2GONSTRUGTION 10 SUFFOLK COUNTY HD APPROVAL PENDING 3 D I � I PROPOSED STORMWATER BEDROOMS 4--J F oT1 -T-T-T T CHAMBERS EXISTINO SHED TO I O II I I I _ �I LOT COVERAGE U - -- -- QII REMAIN _ _ _\ I u I I I XI I MN. EXISTING BRICK PATIO ® % LOT 4-� m ►u I I I I ►>aI I DESCRIPTION (FOOTPRINT) AREA ._ _J--y-L 1 1 J GRADE TO BE RMEOVED COVERAGE q.3' (10' I I PROPOSED REAR ENTRY TOTAL LOT AREA 6,000.0 S.F, U c I I I I I I I MIN. TYP. I I in� O STAIR TOTAL � L LOT AREA LANDWARD OF 5,600.0 S.F. 35' REAR YARD SETBACK tl ( I I I ( I I 11.3' m I WETLANDS Q - „I I LEXISTING FIRST FLOOR •� I I I I I I I ( 1 EXISTING DWELLING 800.0 S.F. 14.395 Q} EXISTING METAL SHED 103.0 S.F. 1.5% I - PIER LINE; AREA OF I BUILDING EXTENDED PROPOSED DWELLING ADDITION 116.0 S.F. 2.1% -- L 10' 51DE YARD SETBACK BEYOND PIER LINE IS III _ L EXISTING LOCATION PROP05ED COVERED PORCH 58.0 S.F. 1.090 5TAIRWAY PROPOSED OUTDOOR PROPOSED MECHANICAL 63.9 S.F. 1.1% SHOWER OPEN TO ABOVE PLATFORM PIER LINE \ / PR P. 1 PROPOSED SECOND PROPOSED REAR ENTRY STAIR 34.0 S.F. 0.6% STORY ADDITION OVER\ \/ EXISTING FIRST FLOOR TOTAL AREA OF ALL STRUCTURES 1,174.9 S.F. 21.0%/ III I I /\ 15' SIDE YARD SETBACK **MAXIMUM LOT COVERAGE ALLOWED - :20% _ / \ EXIST. PROPOSED MECHANICAL REQUIRED SETBACKS - DWELLING AREA OF RAISED - -- ---- _ - o W z GRADE FOR / \ PLATFORM -- LL �, II njll � o 0 0 PROPOSED SEPTIC \ ��1 I REQUIRED EXIST. PROPOSED COMPLIES $ SYSTEM; APPROX. - w LH 813 S.F. PROP. I EXISTING FRONT YARD 35.0' 15.2' 15.2' NO z m W PERMEABLE I - I I - FIRST FLOOR \\\ K J m c GRAVEL PARKING I I SIDE YARD 10.0' 6.0' 6.0' NO = o o o o z (t 432 5.F.) I i a J N 0 J D W BOTH SIDE YARDS 25.0' 311.3' 31.5' YES _ 3= a W ai 22��'�� Z W REAR YARD 35.0' 44.5' 44.5' YES z a a a z c a /� I i �g (�(�� * EXISTING NON-CONFORMING; PROPOSED WORK DOES NOT EXTEND PAST EXISTING a.a. z o a " W PROPOSED 2 STORY I ��0¢��p NON-CONFORMING SETBACK E N m a, a 0 0 ! \/ ADDITION W/ I / , LL IL ENTRY a a 10 /\ COVERED DECK d 2 o 1 ENTRY STAIRS; O O O N N I SOUTHOLD TOWN CODE 280-207 (A)(1) 0 o 0 a / \ ADDITION TO BE 1 u�X EXIST. LP TANK / \ CANTILEVERED 1 W (NEI6HBORS) -- -- - - ' / \ i I I LOT SIZE 6,000 S.F. ALLY ABLE 0 0 0 0 I'II •JJJ' (a) LOTS CONTAINING UP TO 10,000 S.F. 2,100 S.F. Q N o ----__ i PROP05ED GFA = 1,358.6 S.F. N M -� EXIST. NATER-,--5 EXIST. WATER ' PROJECT: VALVEMETER ' - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - DRAINA&ESYSTEMCALCULATIONS: EXIST. WATER MANDARO EXIST. OVERHEAD AREA OF IMPERVIOUS ROOF COVERAGE = 1,046 S.F ELECTRIC WIRES 1,046 S.F.x 2"RAINFALL EVENT = 1"14.5 G.F.STORAGE REQ.V METER EXIST. SPLIT RAIL FENCE CONTACTOR G-4HO STORMHATER CHAMBERS PROVIDE 2q.gg G.FNIT STORAGE RESIDENCE .N (6)CONTACTOR C-41-ID UNITS PROPOSED: 1'111.94 G.F.STORAGE PROVIDED DRAINAGE SYSTEM INSTALLATION NOTES: 2135 BAY AVENUE EDGE OF PAVEMENT EXIST. A MINIMUM OF IO'SEPARATION 15 REQUIRED BETWEEN 5TORMWATER EAST MARION, N.Y. AVG. CHAMBERS # WATER SERVICE LINE,UNDERGROUND UTILITY LINES,SEPTIC GRADE COMPONENTS,LEACHING FIELDS,SEWER COMPONENTS,AND THE EDGE OF \ / ALL FOUNDATION WALLS B Y /� Y N U EL=2.8' • A MINIMUM OF V SEPARATION 15 REQUIRED BETWEEN STORMHATER DRAWING TITLE: CHAMBERS E PROPERTY LINES PUBLIC WATER IN STREET) _ • STORMHATER CHAMBERS SHALL BE INSTALLED 6"MINIMUM ABOVE THE PROPOSED SITE PLAN "ry HIGHEST EXPECTED 6ROUNDWATER ELEVATION. CONNECT ALL 61UTTER LEADERS TO NEAREST STORMHATER CHAMBER. PROJECT DATA N EDGE OF PAVEMENT SM- O.O' SM PAGE: 4.6115MI ZWATER IN LOAMY SDA SAND WITH GRAVEL WATER IN $O6 / =DATE1-0/30/23 I 1 OF 3 WATER IN MIXED - WETLANDS AS LOG�4TED SY NATHAN sP� SAND WITH GRAVEL I ----------- --------- EDC JUNE 6. 2012 --------- ---------- ------ -------------- GOi�WI_N L---- ---- ----- ----- ---- c SITE PLAN COMMENTS: 6ROUNDWATER ENCOUNTERED 4.1' BELOW SCALE: I" = 10'-O" GRADE N, REAR SETBACK REAR SETBACK PROPOSED STAIRWAY Q w - FOOTINGS (TYPJ w0 N w �„ 3 O, I PROPOSED BALCONY IN LINE W/ N f6 w -� - '� in Y EXISTING FIRST FLOOR WALLS Q N fL-11 l litN 1 1NE `o 0) DN. = 1- 8'-O" 20'-6"r- - __- 1_ 1 +� �I -- --� N - - -- 7 o I� EJ nI -- PROPOSED I ------ r------- L�I _ ---- p PROP. = 3,_6„ __---_ rn z p PORTION OF II I I I II BATH. Ul O BALCONY Q - co p �t ADDITION TO BE I I I 1 IST. ' 96 S.F. iv _ X L) - CANTILEVERED II I I II I PIER LINE EXIST. - -_ - p O +� c4 MUDRDOM 1-O" N m 41 in cj cu EXIST. PROP. I I I I I E", 022d I F JbI �El I I �_4�� ' I I I I I j II PROP. OPEN = KITCHEN OUTDOOR in ri PROP. 11 FOUNDATION; 16" GONG. SHOWER '^ BEDROOM ' nn`` VPIEERS W/BREAKAWAY PROP. DEN IRill PRO O 139 S.F. I W I I I I NEW •/ = 78 S.F. ❑ ❑� ❑� �d _ UP _ - .� TO I I I I z 2-1" NEW v I I I I I I z m EX15T. DN. - _ U I I I I II DINING in m 281 F O W M 1 _ I_ _ I I I ROOM ,.�_j W I I FRONT SETBACK FRONT SETBACK " NEEXIST. _ I ❑I j m DNW BEDROOM EXIST. 2"X6" F.J. 4-6 "t'-6"—# ---i2'-i" -I.-O.-A I 11 I I I I O" 016,10. REMAIN II j I I II PROCOVERED _ Oi 1 Q I II PORCH i0 EXIST. 2"X6" G.J. .0 I (/) L I r o ' I T- ® I6" O.G. NEW I P-1 ❑I I -O GL T2 REMAIN�=4 ON. I a Ir -I I I EXIST. I � I LINE OF FIRST FLOOR 1 LIVING - I EXTERIOR WALLS 1 Q II I I II I I I EXIST. ROOM I BEDROOM II I I I II PROP. WOOD I 1---- - MECH. -E1- �I PLATFORM I LLLLJJJJ LLUUII ------------I PROPOSED FOUNDATION PLAN SCALE: I/8" = 1'-0" 0 o z W O a Z g FROFOSED FIRST FLOOR PROPOSED SECOND FLOOR z z w N W SCALE: 1/8" = i'-O" SCALE: I/8" = I'-O" Z W m Q w Zn O m 0 u>1 z w w wpw 2w a z o �aofuwj w Qaw��a in o '2zu}i3'n ¢ a EXIST. ��' zoo"z� S2 in OUTDOOR z a a g W Q Z c z g �mz.- E v SHOWER a xzo¢x3 w EXIST. Q laJpJ�> a DN. � t x z wWnFE: O p w0 0800 0 w o zaxaaz = ao a EXIST. EXIST. IST- U . . . = xa. BA H. MUD ROOM Nm en N N N 0 0 0 N N N N N -- MODIFIED N EXIST. EXIST. (3) BEDROOM o 0 0 0 �L KITCHEN DWELLING 00 PROP. F.F. • EL.=10-0' 24"0 LOCKING ACCESS COVERS w/ EXIST. RISER;PROVIDE SECONDARY SAFETY 2"<P HEADER 8 TEE5/EL5OW5, ADD FILL TO INCREASE GRADE EL. 3.2 AT PSD. PROJECT: BEDROOM COVERS BENEATH PRIMARY COVER FOLLOWED BY REDUCERS AS REQ.'D GRADE TO REMAIN LEVEL FOR 3-O" IN ALL (TYP.;ALL RISERS) TO MATCH PSD LATERAL PIPE SIZING DIRECTIONS FROM PSD. 3 MAX. SLOPE ALLOWED MANDARO OUTSIDE OF THIS PERIMETER. SEE ALSO SITE PLAN PROVIDE POLYLOK P-66 OR ZABEL INV. EL.=0.6' 2"(P SDR 35 PVC OR EQ. FOR PROP. GRADING CONTOURS. RESIDENCE A1600 EFFLUENT FILTER(OR OTHER EXIST. 2"X6" F.J. m` APPROVED MODEL w/LABEL DISTRIBUTION PIPE;MIN. PITCH A":1' ® 16" O.G. ' INDICATING COMPLIANCE w/NSF MIN. 4"(PSDR 35 SLOPING BACK TOWARDS I/A OWTS STANDARD 46 OR EQUIVALENT) PVC OR EQ- 2135 BAY AVENUE MIN. PITCH :I' EXIST. 6" MIN. EAST MARION, N.Y. INV. COVER PROP. GRADE EL. ® PSD=3.2' DEN _ I'-O" MIN. EL.=0.9' 6 ADD FILL (APPROX 5") AS REQ.'D TO ENSURE 2'-6" MAX. 9 I'-O" MIN. BOTTOM OF P5D 2'-0" MIN. ABOVE G.W. DRAWING TITLE: EXIST. 2"X6" G.J. - :"-" EXIST. GRADE EL.=2.6' �� 2'-6" MAX. -- -- ® 16" O.G. f G.O. _ }r I 10" 10 6 ll PROVIDE PVC VALVE BOX HOUSING 90° EXISTING FLOOR PLAN . _ _ PROPOSED FLOOR PLANS G TIL. _ LONG SWEEP ELBOW w/THREADED END GAP MIN. 4"� SDR 35 PVC OR EQ. - - 3 0i z (OR BALL VALVES) d DISTAL END OF EACH PROP.SEPTIC SYS.SECTION FLO IRE � -�` WHIr-HXPECTED EXIST. LATERAL FOR MAINTENANCE d INSPECTION MIN. PITCH .I' ATER EL.=0.0' LIVING - — - 0 0 0 0 `3ROOM NEW HOUSE ELINI I. dJ '� PAGE: EXIST. STUDY CONNECTION; m -� INFILTRATOR QUIGK4 PLUS SLPl k - CHAMBERS, AS PER DETAIL /�(MIN.) INV. EL. 1.3' Q D-2 PROVIDE CAST IRON PIPE _2 TJ?t7TTTr7Trr7rT1T1" EXTENDING 2'-0" MIN. FROM BUILDING P. . • :.:�' i'(W)x24'(L)x2.5'(H) POURED CONCRETE PAD (4,000 PSI MIN.) w/(2) ROWS ---- CONCDATE 10/30/23 F 2 OF 3 ;...:. FOUNDATION WAL 5 L TOP # BOTTOM)O OF 5 RMAR A 9" O.G. BOTH I ( D REGTIONS ANCHOR 8' I' TANKS TO PAD w/NYLON STRAPS PER MANU. SPEG.S. NYLON STRAPS SHALL BE EITHER INFILTRATOR TANK BUOYANCY CONTROL EXIST. • STRAP ASSEMBLY (TANK-1365-KIT),OR OTHER COMMERCIALLY AVAILABLEFLED AR DN. STRAP SYSTEMS MEETING MANU. 5PEC.'5 AS LISTED IN INFILTRATOR "IM- d \�� M c�y''� CM-SERIES TANK BUOYANCY CONTROL GUIDANCE" BULLETIN. Giy C1 _ Q < EXIST 1 NO FIRST FLOOR FROPOSED SEPT I G SYSTEM DETAIL '. SCALE: I/8" = 1'-0 " 5 SCALE: NTS -4" , 74� 0 co ji cv) 11 u I 0 11 Li ()f Lo CD a) z E3 CID 0 0 4-0 0 Lr) IN II PROF' ENTRY tit 11O W- STAIRS (;;O06) I]I L I- _j (3) u1j] I IIJl L11 S. -A \PROPERTY LINE �AS EDGE OF WETLANDS —CANTILEVERED 4—) -0 DEJ INEATED BY ADDITION5HANN M. BARRON,M.S.SEPTEMEER:21,2021 NORTH (D PROPERTY EXIST. AVERAGE GRADE _11-I m LINE El 7� (STREET LEVEL) ISIIII —11=''l_11I III III III I ELEV. +.2. o1b 11 r= ��_Ilr=1-1 rl I�=rll='J'rlff�-P1 I ff 1-11-I MEJ-1 r=-L- Mf =---7 _--�=Ijj- T 77777 m ..m ..ML- f pi ..7,777-m- TTT 1 r7 �rur— 11 =N' 7--,T T--,T i-,—, T— 77 6A5EL_iINE OL c LI r mir EXISTING \-PROPOSED OPEN ELEV. +0.0",F FOUNDATION K/ 0) NORTH ELE\/ATION (LEFT SIDE) EARTH BREAKAWAYKALL5 SCALE: 115" r RIDGE HEIGHT (FROM EXIST. AVG GRADE) ELEV. H I J J � I T PROP. BALr-ONY-\ 11 ILH Ll 6 j ufl� LL 0 cc 1L 11 - d Wo LEO .jkPR0F`0QED FINISHErLg�E(qoND FLOOR 'V ELEV. +1&.&' IL I ILL M Its 0 a w IUL V) Ix Z. &xmi H 1Ili 6 E IE iu PROF. MECHANICAL m I T� � 1 11 f-ROPOSED F1NI5HED_EL0I0R PLATFORM (V4OoD) aga 200 !Q z _iLl & III I, rx ri 2 i _oELEV. +10.0' En 0 uj tu PROP. OUTDOOR 61, LH ILI I a d i5 TI :I A FEMA DESIGN FLOOD SHOWER (OPEN TO D ELEV. STAIRS PROF. U) ABOVE) V ELEV. +11 0 LEVEL OF Ix z U) NATURAL in z"n,,r,-2 z z GRADE n . A FEMA BASE FLOOD ELEV. �12lit 7O.-EE ELEV. +(9.0' z 0 ix 2 ui _j I.-_j Ir w Ii.- U) SOUTH Lu 0 E PROPERTY w uj 2 U) in Ix III.U)U) Z Lu LINE z 0 0 a:!s < 8 Lu 0 a:00 os Lu L 11 Mill mLl-1 dkEXIST. AVERAGE GRADE 2 z a.x I z U) U) ELEV. +2.&' ---TTT - - - - - - - - 1-11 —, I. , I. =7 nfl-u-11 I 1=1 I F71 I IA I I—I 1 —,'' W_I I I—m—ri�_' f 1-1-L F_ P L' 11=1 i Id jilt I 11=1 PROPERTY PROPERTI• 'v ELEV. +0.0' N LIN \\-EXISTINC7 I NORTH PROPERTYEARTH VJ It, E LINE EAST ELEE\/ATION (REAR) LINE EXIST. N NEST ELE\/ATION (FRONT) C4 T_ 11-oll PROJECT: 77- - MANDARO RESIDENCE II ILL11i iLj L-1 2135 BAY AVENUE WLL PROP. BALCONY EAST MARION, N.Y. DRAWING TITLE: A NEST PROPOSED EXT.ELEVATIONS PROPERTY LINE WJ1 11 lb PROP ENTRY PROP'__ STAIRS' (11,400p) MECHANICAL .1 U1 PAGE: PLATFORM Jul] (KOOD) 111 I1L1I LA L11 I SD-3 1.11 PROP OUTDOOR L 7 SHOWER (OPEN TO ELEV. +8.0' ABI EDI OF WETLANDSFDATE-10/30/23 30F3 /AS DELINEATED BY 5HANN M. BARRON, M.S. SEPTEMBER 21, 2021 V�CD A 1_1----Fill I, 11=1ji EAST PROPERTY LINE , C I I-1 Jill ITT T, OT Xx _111 ITT :.A ft \-PROPOSED OPEN yl�., 0 FOUNDATION W BREAKAWAY WALLS SOUTH ELE\/ATION (RIOHT SIDE) Oj74 0 5(f,ALE: Vail = I'-oil OF NES Cantrell, Elizabeth From: Brooke Epperson <bepperson@amparchitect.com> Sent: Tuesday, September 5, 2023 4:09 PM To: Cantrell, Elizabeth Subject: Re: FW: Mandaro 2135 Bay Avenue August Hearing Hi Elizabeth, Can we push this to the November hearing? Sorry, things keep coming up for this one. Thank you On Tue, Sep 5, 2023, 2:36 PM Cantrell, Elizabeth elizabetd c( )town.soulhold.n .tis' wrote: Hi Brooke, Sorry, alone today. Yes, next Wednesday is the public hearing for Manadro UNLESS the Board decides for some reason prior to that meeting to postpone the application (not saying they will, only an FYI). So yes, please stake the project for tomorrow's field inspections as this is a different project now, and yes please attend the public hearing next Wednesday.. Senior(Dffice Assistant 'Fown of Southold Board and ofTro.n,stees Offfi—: 631-765,1892 Einadl wM:a�i< . c ° From: Brooke Epperson <be erson am architect.com> Sent:Tuesday,September 5, 2023 12:51 PM To:Cantrell, Elizabeth <elizabethc town.southold.n .us> Subject: Re: FW: Mandaro 2135 Bay Avenue August Hearing Hi Elizabeth, I just want to verify this is still public hearing correct? So we should attend the hearing next week. 1 Cantrell, Elizabeth From: Brooke Epperson <bepperson@amparchitect.com> Sent: Wednesday,July 26, 2023 12:26 PM To: Cantrell, Elizabeth Cc: Anthony Portillo Subject: Mandaro 2135 Bay Avenue August Hearing Hi Elizabeth, Can we please push this hearing to September? Please let me know if that will be ok. thank you Brooke Epperson Design Director A M P Architecture Design + Build Office: 631-603-9092 wwwamparchitectconi 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 ; Town Hall Annex A.Nicholas Krupski,Vice President �� ''c 54375 Route 25 Eric Sepenoski "� ,, r P.O.Box 1179 Liz Gillooly " ' .^ Southold,NY 11971 Elizabeth Peeples "� Telephone(631) Tele 765-1892 ` Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by, AS PER REVISED PLANS & PROJECT DESCRIPTION RECEIVED ON 8/25/2023 AMP Architecture on behalf of STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS requests a Wetland Permit to remove the existing 4'x4' outdoor shower, 6'x5' front entry stoop, 418sq.ft. at grade rear brick patio, 20'6"x20'6" (420sq.ft.) rear portion of existing roof, existing septic system and existing foundation locust posts; for the existing 40'3 '/2"x20'6" (800sq.ft.) one-story dwelling and to lift and construct additions to the dwelling consisting of an open foundation with breakaway walls using approximately (15) 10" diameter wood pilings; an 8'x14'6" (116sq.ft.) two-story addition; a 20'6"x16'6" (338sq.ft.) second floor addition; a 2'x7', 4'x20'6" (total 96sq.ft.) second story seaward balcony; a 6'x8' (48sq.ft.) front covered porch with steps to ground; a 3'x11'4" (34sq.ft.) rear entry stairway; a 4'6"x117' mechanical platform; a 4'x4'6" (16.5sq.ft.) outdoor shower (open to above); install a new I/A OWTS system within raised grade held by retaining walls; install 5'x40'8" front, 5'x45'3" side, and 5'x21'5" rear retaining walls (total 1,083sq.ft.) with 3' high fence along top, and 4'x5' rear and 4'x9' front steps to ground; approximately 2,760 cubic feet of earth to be removed for proposed septic system components excavation, all to remain on site for backfill; and 5,415 cubic feet to be used for proposed regrading; install a new 732sq.ft. permeable gravel driveway; install one (1) 6'x4' deep drywell to contain roof runoff; and to install and perpetually maintain a 10' wide vegetated non- turf buffer along the landward edge of wetland vegetation. Located: 2135 Bay Avenue, East Marion. SCTM# 1000-31-17-4 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc,: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples �Y Sur t Town Hall Annex Glenn Goldsmith, President 6' '" 54375 Route 25 A.Nicholas Krupski,Vice President : Eric Sepenoski � P.O.Box 1179 Liz Gillooly " " Southold,NY 11971 Elizabeth Peeples ,: '� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: " ° I" Completed in field by: CIO MN AS PER REVISED PLANS & PROJECT DESCRIPTION RECEIVED ON 7/5/2023 AMP Architecture on behalf of STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS requests a Wetland Permit to remove the existing 4'x4' outdoor shower, 6'x5' front entry stoop, 418sq.ft. at grade rear brick patio, existing roof, existing septic system and existing foundation locust posts; for the existing 40'3 '/2"x20'6" (800sq.ft.) one-story dwelling and to lift, relocate and construct additions to the dwelling consisting of an open foundation with breakaway walls using approximately (15) 10" diameter wood pilings; construct a 6'0"x20'6", 14'0"x27'0", 11'6"x13'0" (total 626sq.ft.) second floor addition; construct a 6'0"x6'0" (36sq.ft.) second story seaward balcony; a 3'4"x8'6" (28.4sq.ft.)front covered porch with steps to ground; a 4'x4'6" (16.5sq.ft.) outdoor shower(open to above); install a new I/A OWTS system on the landward side of the dwelling; install a 35'8"x48'0" (1,728sq.ft.), 7'6" high (proposed grading height 7'0")front retaining wall (to house proposed septic system)with 36" high railing and stairs from grade; install an 18'8"x19'3" (376sq.ft.), 67' high (proposed grading height 6'1"), rear retaining wall (to house proposed 8'x5' drywell) with 36" high railing and stairs to grade; approximately 2,760 cubic feet of earth to be removed for proposed septic system components excavation, all to remain on site for backfill; and 5,055 cubic feet to be used for proposed regrading; install a new 620sq.ft. pervious driveway with curb; install one (1) 8'x5' deep drywell to contain roof runoff; and to install and perpetually maintain a 10' wide vegetated non-turf buffer along the landward edge of wetland vegetation. Located: 2135 Bay Avenue, East Marion. SCTM# 1000-31-17-4 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound ✓Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: 1n i/► 'v✓ Present Were: \//-G. G ldsmith N, I rupski A✓E. Sepenoski L. Gillooly , E. Peeples A M P Arch i t e c t u re Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build August 23, 2023 Wetlands Permit Application Mandaro Residence 2135 Bay Avenue East Marion, N.Y. 11939 SCTM: 1000-31-17-04 Project Description: Removal of the following: Existing Outdoor Shower: 16 SF,4'-0"x4'-0" Front Entry Stoop: 30SF, 6'-0"x5'-0" Rear Brick Patio at Grade: 418 SF Rear Portion of Existing Roof:420SF, 20'-6" x 20'-6" Existing Septic System Existing foundation locust posts Proposed Lift of Existing 1 story frame dwelling: 40'-3 %"X 20'-6" (800 SF) Proposed Open Foundation with Breakaway Walls: Approx. (15) 10" 0 Wood Pilings Proposed 2 Story Addition: 8'-0"x14'-6" (116 SF) Ku Proposed Front Covered Porch: 6i-0"X8i-0i� (48 SF) � k' Proposed Rear Entry Stairway: 3'-0"x11'-4" (34 SF) Proposed Mechanical Platform:4'-6"x11'-7" (60 SF) Proposed Second Floor Addition: 20-6"x16'-6"(338 SF) AUG "02' Proposed Second Story Balcony: 2'-0"X7'-0",4'-0"X20'-6" (Total 96 SF) Proposed Outdoor Shower(Open to Above):4'-0" x4'-6" (16.5 SF) soulhofdTov,,n B08rd,OT T UStees New IA OWTS:To be installed within raised grade held by retaining walls Proposed Raised Grade Within Retaining Walls: 5'-0"x40'-7", 21'-4"x45'-2" (Total 1,083 SF) Proposed Front& Rear Stair at retaining wall: 4'-0"x9'-0" (36 SF) &4'-0"x5'-0" (20 SF) Proposed Drywell: 6'-0" Wide x 4'-0" Deep New Pervious Driveway: Approx. 732 SF Approximately 2,760 cubic feet of earth to be removed for proposed septic components excavation. All to remain at site for backfill 5,415 cubic feet to be used for proposed regrading �• 20,23) Page 1 or 1 SITE LAYOUT NOTES: PROJECT / ZONING DATA I. TH15 15 AN ARCHITECT'S SITE PLAN b IS MARION LAKE � SUBJECT TO VERIFICATION BY A LICENSED TAX MAP # 1000-3I-17-04 I SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ZONING DISTRICT R-40 NON-CONFORMING ARCHITECT'S BEST OF KNOWLEDGE. LOT AREA 0.1 ACRES 2. SURVEY INFORMATION WAS OBTAINED M 41 FROM A SURVEY DATED SEPTEMBER 24 GofO - STORM DAMAGE REPAIR 2021 AND PREPARED BY: TO EXISTING SEASONAL #3-71(13; OCTOBER 2014 c U) DWELLING m PROPOSED 10 WIDE /�\��p F� �PE NATHAN TAFT GORWIN III CofO - ACCESSORY BUILDING VEGETATIVES\F\� Z� EDGE OF WETLANDS AS N.Y. STATE LAND SURVEYOR #Z52a6; JULY 1(173 - (METAL SHED) c Z o BUFFERDELINEATED BY SHAWN M. BARRON LIG. #050467 cc Y M.S. SEPTEMBER 21, 2021 1586 MAIN ROAD VARIANCE APPROVAL PENDING x cu \ JAME5PORT N.Y. IIa47 O o '- \\\�� O m ++ \�� \�� \;.. PHONE: (631) 727-20(10 FEMA FLOOD ZONE AE (EL. 6) N p `n EXIST. SEPTIC SYSTEM \ \\\\\��` �� ; WETLANDS DISTRICT TO BE ABANDONED PER \\; \\\ g'� \,.. \`\. \� PERMIT PENDING SGDHS STANDARDS �� --- \ \\\.\` ��\�. \ \\ \ '`�\:� \ \ \� _. �� 1-4738-04874/00001; -w, ��:\\��\\\�\ \ \\�\\\. ., �\ \•.;. NYS DEC APPROVAL 10/27/22 HAY BALES T 9- L IDIG T 2 SUFFOLK COUNTY HD APPROVAL PENDING BEDROOMS -CONSTRUCTION ,0 EXIST. SHED S CovB p UOEAEAILO�Tn, N w \I DESCRIPTION (FOOTPRINT) AREA COVERAGE m 35' REAR YARD SETBACK O_ I VVV _- EXISTING I STORY DWELLING TOTAL LOT AREA 6,000.0 S.F. U -� 4.0' I-- O W/ PROPOSED ENTRY STAIRS TOTAL LOT AREA LANDWARD OF i. m SECOND STORY BALCONY; 5,600.0 S.F. - -11.3 WETLANDS < HOUSE LIFTED ONTO OPEN FOUNDATION WOOD PILINGS EXISTING DWELLING 500.0 S.F.HNI IF14.5% -- 0 EXISTING METAL SHED 100.0 S.F. 1.5% !' \, - - PIER LINE; AREA OF - -- :'''r BUILDING EXTENDED PROP. 6'W. DRYWELL �' ...%-.+.%->+,•.-,•,+,..•,. -�- - PROPOSED DWELLING ADDITION 116.0 S.F. 2.130 ' ' ' ' '•' � < < • - BEYOND PIER LINE IS EXISTING LOCATION PROPOSED ENTRY STAIR 1211.0 S.F. 2.330 ?� PROP. 4°X46 OUTDOOR TOTAL AREA OF ALL STRUCTURES 1,145.0 S.F. 20.4% SHOWER RR PIER LINEJ \ I ti PROP.;.;.,.;. STOP/ *'MAXIMUM LOT COVERAGE ALLOWED - 2036_ :t�'. L EXIST. REQUIRED 5ETBACK5 - DWELLING \ / - - - PROP. 2 STORY ;; REQUIRED EXIST. PROPOSED COMPLIES ADDITION 1 I AREA OF RAISED FRONT YARD 35.0' 15.2' 15.2' NO GRADE FOR15' SIDE YARD SETBACK O PROPOSED SEPTIC SIDE YARD10.0' 6.0' �.O' '� NO SYSTEM v N --- - I PROP. d� BOTH 51DE YARDS 25.0' 3(1.61 31.5' YES PERMEABLE 0 MECHANICAL PLATFORM GRAVEL I PARKING y - REAR YARD 35.0' 44.6' 44.6' YES (*/=7325Fr ; :� * EXISTING NON-CONFORMING; PROPOSED WORK DOES NOT EXTEND PAST EXISTING NON-GONFORMINO SETBACK I \ / I EXIST. L.P. FUEL TANK \ / I :I:'' :�: : . . : . : : . . . . . . .{. . . . , . : , . . : . ` . . . . (ABOVE GROUND) ! I \/ EXIST. WOOD FENCE I /\ / T z 1 EXISTING I STORY W DWELLING W/ PROPOSED o SEPTIC UNDER LIFTED HOUSE; THIS PORTION OF p HOUSE ON CLOSED - 4 FOUNDATION FOR SEPTIC - 0 - - EXIST. WATERS-Q EXIST. WATER PROJECT: VALVE METER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST. WATER EXIST. OVERHEAD o MANDARO METER ELECTRIC WIRES EXIST. SPLIT RAIL FENCE PROP. GRADE DRAINAGE CALCULATIONS- CIE NEW IMPERVIOUS SSURFACE RESIDENCE I URF I AREA-PROPOSED DWELLIN6 535.0 S.F. 2" RAINFALL EVENT 411.0 22.35 CU.FT.VOLUME PER - - 2135 BAY AVENUE � EDGE OF PAVEMENT EXIST. FOOT FOR 610 POOL 4.1 S.F. EAST MARION, N.Y. AVG. O PROPOSED 6'X4' PROVIDE(1)6W X 4'DEEP DRYWELLS Q GRADE v' B A Y A V E N U E ;_ EL=2.8' DRYWELL DRAWING TITLE: (PUBLIC WATER IN STREET) PROPOSED SITE PLAN _ LI' __• _- PROJECT DATA EDGE OF PAVEMENT .•. . PAGE: 4.1' 4.6' SM WATER IN LOAMY I i :,. , :. 'y `,�;.-. I SAND WITH 6RAVEL PT WATER IN BOG r r- DATE:08/23/23IF OF 3 7,SD ARC / ' WATER IN MIXED D BY NATHAN SP/ SAND WITH GRAVEL 5 A5 LOCATE . . - _ " , '.x s 6 ' "'k, Ei7OE OF WETLAND _-. r�. ,;; a . `3.-�- ^• ,� , �, � ----------------------- - ------ 6 - ------ WI_N L ON JUNE 2012 ------- --------- -- '' �„ ' m�� 5. 11.0' ' / PROPOSED RETAINING WALL RAILING MATERIALS EXAMPLE. FINAL COLOR FINISHES MAY VARY. Q 7 ()15O 51 TE PLAN COMMENTS: GROUNDWATER ENCOUNTERED 4.1' BELOWCARADO t4��11 y SCALE: 1" = 10'-0" REAR SETBACK REAR SETBACK U Q�p Qw F ti)U1 I1J w I 8 --------------- Q I PROPOSED BALCONY IN LINE W/ co �- '� m v EXISTING FIRST FLOOR WALLS m Q Q _ 4� CV N NE m N Qi ON. H e> 20'-6" :t U1 O NEW 0 _ m - - - � Ln � O ON. - _ - Q PROP. - 3'-6" - Z O EXIST. EXISS m O ALGONY - co )FM -Wrlo >ROOM IST. ' cv LINE BA-Ti:i. -� � x L) cu -- - PIER -__ 7'-O" m � CO N Ln O c6 _ 3'-O„ _7„ - a O -4.. EXIS PROP. .0 - KITCHEN OUTDOOR m SI PROP. -_ SHOWER BEDROOM PROP. DEN I _ PRO - 13q S.F. �- BAT i_ NEW - -!8 S.F. = X _ J UP NEW 4-J v o _ - U m - D NTNG DN. W.I.G. W ROOM m 28 S.F. v 4J wo FRONT SETBACK FRONT SETBACK NEW EXIST. ON. BEDROOM EXIST. 2"XS' F.J. - I - ?' 6" 12' I"- .7'-O" / l ® 16” U O.G. 28'-6" c PROP. FRONT TO REMAIN I I L. COVERED _ 1 I I Q PORCH EXIST. 2"XS" G.J. .p I I (n 8'-O" XIS ® I6" O.G. p NEW I I W GL. TO REMAIN ON. I Q L rJ EXIST. � LINE OF FIRST FLOOR � u 1 GRASS AREA ATOPA EXIST. LIVING i EXTERIOR WALLS RETAINED GRADE RAI5E BEDROOM ROOM FOR SEPTIC SYSTEM PROP. WOOD I I I MECH. I I PLATFORM I I L------- --------- J NEW DN. FROFOSED FIRST FLOOR PROPOSED SECOND FLOOR SCALE: I/8" = 1'-0" SCALE: 1/8" = 1'-0" EXIST. OUTDOOR 5HOWER 20'-6" EXIST. DN. 12 z 0 U EXIST. EXI5T. I5T. BA H. MUDROOM w EXIST. EXIST. KITCHEN 00 IxIx MODIFIED SYSTEM EXIST. (3) BEDROOM CONTROL/ALARM F y r PROJECT: G BEDROOM DWELLING (NEMA 4X RATED) ADD FILL TO INCREASE GRADE EL. TO TO 4 5.1 AT VA OWTS ABSORPTION TRENCHES, RESPECTIVELY. GRADE TO REMAIN LEVEL I_. MANDARO PROP. F.F. FOR 3'-0" IN ALL DIRECTIONS FROM I/A OWTS 4 ABSORPTION t EL.=10.0' BMAC15ORRI1 TRENCHES. 1:3 MAX. SLOPE ALLOWED OUTSIDE OF THI5 PERIMETER. r. l !, RESIDENCE = IS"� LOCKING �'��' SEE AL50 SITE PLAN FOR PROP. GRADING CONTOURS. PROP. BRACKETS AS ACCESS COVERC- EXIST. 2"X8" F.J. m 4" HOUSE REG.'D TO INSTALL w/RISER 2135 BAY AVENUE ® I6" O.G. MAIN DRAIN EQUIPMENT ABOVE DFE Y (DFE EL.=8.0') 24"(P LOCKING EAST MARION, N.Y. EXIST. ';' I DEN ACCESS COVERS NEW CLOSED w/RI5ER POLYLOK 20" D-BOX w/ FOUNDATION SECURITY GRATE (BAFFLE NEW WATERPROOF DRAWING TITLE: EXIST. 2"XS" G.J. (UNCONDITIONED) GRADE ® I/A OWTS: 1'-0" MIN. REOV IF INLET PITCH RETAINING WALL ® 16" O.G. PROP.="I.O' 2'-6" MAX. EXCEEDS " PER FOOT) EXISTING FLOOR PLAN XTST. EXIST.=2.8' �` `,�' PROPOSED FLOOR PLANS INV. EL.=5.0' INV. 10'-O" INV. GRADE ® AE5ORPTION TRENCHES: MIN. PROP.SEPTIC SYS.SECTION --------- - - --- --- EL.=4.8' EL=4.5' PROP.=5.1' EXIST. — INV EXIST.=2.8' LIVING GONG. MIN. 4"4) 5DR 35 PVC OR EQ. EL.=4.1' f PAGE: ROOM PIT (DUCTILE IRON PIPE BENEATH - ATL. BY INFILTRATOR �D x EXIST. STUDYTRAFFIC BEARING SURFACES) N MINQ EXIST. GRADE TO REMAIN SD-2' . 4"� SDR 35 PVC OR EQ. MIN. 4"� SDR 35 DETAIL SEE cr f ® BOTTOM OF RETAINING MIN PITCH 4":I' (O.I.P. BENEATH TRAFFIC PVC OR EO. WALL (SEE SITE PLAN) L) pl BEARING SURFACES) MIN PITCH ":I' INV. "NEW HOUSE PROVIDE CAST IRON PIP `t MN PITCHI' E CONNECTION; EXTENDING 2'-O" MIN. FROM �� DATE:08/23/23 2 OF 3 (MIN.) INV. EL. 5.2' BUILDING FOUNDATION HIGHEST EXPECTED GROUND WATEREL.-O.O' EXIST. ra 'r':._.:.. ;'.; .;:_ . ..:..•..':.r.;(.•,' PROVIDE 12" THK. (MIN.) pJy 6'(W)xIO'(L)x1.5'(H) POURED CONCRETE PAD a:...:......:... ...e...k.aw......s.r...:...:. .:t.•_ BED OF SAND OR PEA 2° MIN. DROP REPLACE EXIST. SOIL � �A��yy�� (4,000 PSI MIN.) w/(2) ROWS OF #3 REBAR FUJICLEAN CEN5 GRAVEL BENEATH (PROVIDE END GAP w/GLEAN SAND �5 .( p 6" O.G. (BOTH DIRECTIONS);ANCHOR 245 NITROGEN REDUCTION SYSTEM DISTRIBUTION BOX TYPE LEVELING (SP/SW SOIL TYPE) 0, TREATMENT UNIT TO PAD PER MANU. DETAILS DEVICES AT OUTLETS) -,,ztzl- C� y ^^ EX I STI NO FIRST FLOOR F OFOSED SEPTIC SYSTEM DETAIL L SCALE: I/8" = SCALE: NTS 1'-0" fh1►� "7 co cy) LI .41 cu Lo _0 0 1111 11 11 1 tj m U) �'-: (.0 Z co x hm, It Jul lil LN, o 0 :L1 to 0 m c\j 0 co L PROP. ENTRY I_j Li STAIRS (HOOD) I I id 11 11 1 11 1 11-11 Il d-H I t ILL IL1LL 1I Ll E 11 11-1 LL ff L' ' I I_J12 I �Ilil 111 11 It I 1 11 H 11 111 ITI 11 11 ttt 11 11 11144'L, PROPERTY LINE 4-J 7C) 0 EDGE OF WETLANDS EBB l� 9 AS DELINEATED BY . . . . . . SHAWN M. BARRON, M.S. m SEPTEMBER 21, 2021 EXIST. AVERAGE GRADE NORTH PROPERTY off (STREET LEVEL)oib + LINE ''I'll�� -, . . —I 2.&1 11-F III— .. ..ML�l I[�l I 1=1 I ILA ff''i I I ff"I I ffi 1 ffi I I I 1=1 11=1 I I ��ML,-,Fi ij-"Trit-''i I �=V=''1=1 —I 11=1'I I ILN- in I I I I�LMLAfl I-11=1 ='"m= , F11'' ELEV. + 71 F=1 1 Ffil-III—III I ��ffl=ffl= -111- 1 =111=111=1- = -111-111-111�ximiimi la- 11-1 77 1 -111-11 H1 1-111 -11 BAS C) c I=11 H 11=111=111-— ,Li r—,j I 1-111= I I F-Mi =111-1 1 17- 111 EFW��I TTI 1_1_. T- 7-,-, T,7 �1 L__ VPRe7)P 4'-.S" HIOH \\-EXISTINS ELEV. < NORTH ELEVATION LEFT SIDE RETAININO NALL PV EARTH Sr.ALrz: 115" = 1'-0" e6PROF. RIDGE HEIGHT (FROM EXIST. AVG. GRADE) VELEV. +55.8' L I 1A PROP. BALCONY Li N. L)ju • Lit I t 56" HIGH RAILING ABOVE j4PROP05=1 FINISHED SECOND FLOOR RETAINING WALL; IV ELEV. +Ia.&' -- -- ® V400D NEWEL POSTS, ULWU HANDRAILINO 4 BASE RAIL. t JI- PROP. MECHANICAL METAL WIRE BALUSTERS ALL SIZED 4 SPACED AS PER I PLATFORM (WOOD) NYS COVE PROPOSED FINISHED FLOOR 11 ELEV. +10.0' L tL 13 iw 1L PROP. OUTDOOR -1 STAIRS PROF. SHOWER(OPEN FEMA DESIGN FLOOD E�11LEV. ® LEVEL OF TO ELEV. +5.0' NATURAL ABOVE) GRADE AFEMA V ELEV.8+6.0 ASE FLOOD ELEV. SOUTH ' PROPERTY LINE EXIST. AVERAGE GRADE I -h �L UL mi,—1-, W, I —I 11-111-1 p I IT- -��i I Li I i I- I L�f I I- jA BASELINE 1_1 1-17 TAT I I 1—11 111—III—III=" �` ELEV. +2.&' L AHE _ 1 _1 I- I I �FROFERTY PROPERTY-Z '4V ELEV. +0.0' EXISTING LINE LINE \\- VPROP. 4'-8" HIGH 6'-O" NORTH PROPERTY EARTH RETAINING WALL K/ EXIST. LINE 36" HIGH RAILING EAST ELEVATION (REAR) LINE aLEVATION (FRONT) 50ALE: 1/8" = 1'-0" SCALE: I/a" = I'-0" PROJECT: MANDARO RESIDENCE 2135 BAY AVENUE EAST MARION, N.Y. DRAWING TITLE: PROF. BAL',ONY PROPOSED EXT.ELEVATIONS 1L L _tt I B LI PROPERTY LINE PAGE: PROF ENTRY PROP.-41-il ULI t 11 Lill III I t I STAIRS(WOOD) LtLn MECHANICAL I I PLATFORM (WOOD) DATE:J1 ll 1 08/23/23 OUTDOOR Hill Hill H 1111 fil 5140�^ER(OPEN TO ABOVE) D ME EDGE OF WETLANDS AS DELINEATED BY 4ro M p SHAWN M. BARRON, M.S. SEPTEMBER 21, 2021 ---I f EAST iL--Ti i=' i i Li i - PROPERTY LINE < V ,4 L-,,l I III -IILI I L�i I I mLmL I 11=1_ I 1-111-11 1-11 _71 111=- m=M�ym=:m I= I I I= --7,! 7_7 T-1- 7F 777 777 SOUTH ELEVATION (RIGHT SIDE) ,A0-374 PROJECT / ZONING DATA 51TE LAYOUT NOTES: I. THI5 15 AN ARCHITECTS SITE PLAN 4 IS MARION LAKE U TAX MAP # 1000-31-17-04 � P �� SUBJECT TO VERIFICATION BY A LICENSED -- 1 EXIST. / v'p�� SURVEYOR. THE INFORMATION ZONING DISTRICT R-40 NON-CONFORMING EL.=0.8' EXIST. REPRESENTED ON THI5 SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 534°12'40"E 60.00' EL•=0.9' LOT AREA O.I ACRES ) 2. SURVEY INFORMATION WAS OBTAINED =- Cantrell, Elizabeth From: Brooke Epperson <bepperson@amparchitect.com> Sent: Friday,July 7, 2023 12:06 PM To: Cantrell, Elizabeth Cc: Anthony Portillo Subject: Re: Mandaro; SCTM# 1000-31.-17-4 Attachments: Mandaro-2135 Project Description_070723.pdf,Jimenez-23900 Main Road_070723.pdf Hi Elizabeth, For Mandaro we would like to have the Field Inspection before we make any more changes to the floor plans and elevations. If it gets postponed from the July hearing we are ok running that risk. We have had to change the house design several times to appease the Trustees requests and the Homeowner does not want to continuously change the design only to have it denied. Updated Project Description attached. Since I have you here - Michelle is enroute to drop off our Site Plan for the Jimenez Residence, 23900 Main Road, for that Site Visit also on the 12th. Attached is the updated project description for this as well. Thank you Brooke Epperson Design Director A M P Architecture Design + Build Office: 631-603-9092 www.amparchitect.com On Fri, Jul 7, 2023 at 11:36 AM Cantrell, Elizabeth<elizabethc@town.southold.ny.us>wrote: Hi Brooke, I The office received a revised site plan but not a revised project description. Could you please email me a revised project description of all structures. jThe field inspections are on Wednesday, July 12th. It is recommended that either someone be in attendance and/or the project be staked out for a possible site inspection. I Also, I am being proactive I am requesting two sets of revised elevations, floor plans and sanitary plans of all of the proposed as I believe the Trustees will ask for them. If your office,prefers to wait until after the field I inspections I understand however it does risk the application being postponed by the Board either during field inspections or during work session. Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownU..gov I i 2 AMP Architecture Address:10200 Main Rd,Unit 3AP.OBox 152MattituckNY11952 Phone:(631)603-9092 Design + Build July 7,2023 D E C E V Wetlands Permit Application Mandaro Residence JUL — 7 2023 2135 Bay Avenue East Marion, N.Y. 11939 Southold Town SCTM: 1000-31-17-04 Board of Trustees Project Description: Removal of the following: Existing Outdoor Shower: 16 SF,4'-0"x4'-0" Front Entry Stoop:30SF,6'-0"x5'-0" Rear Brick Patio at Grade:418 SF Existing Roof Existing Septic System Existing foundation locust posts Proposed Lift of Existing 1 story frame dwelling:40'-3%"X 20'-6"(800 SF) Proposed Open Foundation with Breakaway Walls: Approx. (15) 10"0 Wood Pilings Proposed Second Floor Addition:6'-0"x20'-6", 14'-0"x27'-0", 11'-6"x13'-0" (Total 626 s.f.) Proposed Front Covered Porch:3'-4"x8'-6" (28.4 SF) Proposed Second Story Balcony:6'-0"x6'-0" (36 SF) Proposed Outdoor Shower(Open to Above):4'-0"x4'-6" (16.5 SF) New IA OWTS:To be installed at front of property Proposed Front Retaining Wall (to house proposed septic system)with 36" High Railing&Stairs from grade:35'-8"x48'-0" (1,728 SF) Proposed Rear Retaining Wall (to house proposed 8'x5'drywell)with 36" High Railing&Stairs from grade: 18'-8"x19'-3" (376 SF) New Pervious Driveway:Approx. 620 SF Approximately 2,760 cubic feet of earth to be removed for proposed septic components excavation. All to remain at site for backfill 5,055 cubic feet to be,used for proposed regrading Page I of 1 Glenn Goldsmith,President �SUFFOL i14'. Town Hall Annex A.Nicholas Krupski,Vice President � 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly �y • �� Southold,NY 11971 Elizabeth Peeples �� 'Xr �t Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: rJ/ 2� Completed in field by: �. &)Asp,;�' AMP Architecture on behalf of STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS requests a Wetland Permit to remove the existing 4'x4' outdoor shower, 6'x5' front entry stoop, 418sq.ft. at grade rear brick patio, existing roof, existing septic system and existing foundation locust posts; for the existing 40'3 Y2'x20'6" (800sq.ft.) one-story dwelling and to lift, relocate and construct additions to the dwelling consisting of an open foundation with breakaway walls using approximately (15) 10" diameter wood pilings; construct a 6'6"x8' (52sq.ft.) and a 1'3"x9'8" (26sq.ft.) two-story addition; construct a 29'x27' (783sq.ft.) second floor addition; construct a 20'6"x5'7" (114.8sq.ft.) second story seaward balcony; a 6'6"x5'9" (37.3sq.ft.) front covered porch with a 7'x9'3" (64.4sq.ft.) front uncovered porch and entry stair; 44sq.ft. rear entry stairway; 42sq.ft. mechanical platform with steps; 4'x4'6" (16.5sq.ft.) outdoor shower (open to above) with 17 gallon storm water catch basin; install a new I/A OWTS system on the landward side of the dwelling; install a retaining wall.with 36" high railing and rear stair at north/west sides of property consisting of approximately 30 linear feet being 3'5"high, 16 linear feet sloped from 3'5" high up to 5'4" high, 53 linear feet being 5'3 Y2" high (heights taken from existing average grade); proposed retaining wall at south side of property consisting of approximately 43 linear feet being 3'5" high from existing average grade; a total of approximately 9,645 cubic feet of fill will be required, 2,760 cubic feet will come from site excavation and 6,885 cubic feet of fill to be brought on site; install a new 654sq.ft. pervious driveway with curb; install one (1) 8'x4' deep drywell to contain roof runoff; and to install and perpetually maintain a 10' wide vegetated non-turf buffer along the landward edge of wetland vegetation. Located: 2135 Bay Avenue, East Marion. SCTM# 1000-31-17-4 Type of area to be impacted: V1 Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: /Chapt.275 Chapt. 111 other Type of Application: ✓ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation ' Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: lv\ \noose_ c�J?-%Pj Present Were: I✓ G. goldsmith ^�N.yKupski •✓ E. Sepenoski L. Gillooly E. Peeples A M P Architecture Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build May 04,2023 Wetlands Permit Application Mandaro Residence 2135 Bay Avenue East Marion, N.Y. 11939 SCTM: 1000-31-17-04 Project Description: Removal of the following: Existing Outdoor Shower: 16 SF,4'-0"x4'-0" Front Entry Stoop:30SF,6'-0"x5'-0" Rear Brick Patio at Grade:418 SF Existing Roof Existing Septic System Existing foundation locust posts Proposed Lift and Relocation of Existing 1 story frame dwelling:40'-3%'X 20'-6" (800 SF) Proposed Open Foundation with Breakaway Walls: Approx. (15) 10"0 Wood Pilings Proposed 2 Story Additions: 6'-6"x8'-0" (52 SF); 2—1'-3"x9'-8" (26 SF) Proposed Front Covered Porch: 6'-6"x5'-9" (38.2 SF) Proposed Front Entry Stairway:3'-0"x9'-1" (27.3 SF) Proposed Rear Entry Stairway:3'-0"x12'-2" (36.5 SF) Proposed Second Floor Addition:29'-0"x27'-0" (783 SF) Proposed Second Story Balcony(open to above):20'-6"x5'-7" (114.8 SF) Proposed Mechanical Platform with Steps:4'-5"x12'-6" (57 SF) Proposed Outdoor Shower(Open to Above):4'-0"x4'-6" (16.5 SF) New IA OWTS:To be installed at front of property Proposed Retaining Wall with 36" High Railing& Rear Stair at North/West Side of Property:Approx. 115 linear feet New Pervious Driveway:Approx.400 SF New Buried Drywell: (1) @ 8'x4' Deep Drywell Approximately 2,760 cubic feet of earth to be removed for proposed septic components excavation. All to remain at site for backfill 5,055 cubic feet to be used for proposed regrading �� I MAY - 5 2023 � P ge I of I Boar 4 offrusl8es O ENERAL SYMBOL KEY: �a v oa 0 EXISTING TO REMAIN r==l N61 FO"AnON WALL I� ma¢aga NEW WOOD FRAh1E Z a S W¢rn O x aF�'"'oLL ��3aLL� z a W W U Q U ?�--iz z �R �O w W 0� EDO E OF WETLANDS AS o=m 0 0 0 2 0 ¢woao= DELINEATED BY SHAWN z y Q MARION LAKEN M. BARRON M.S. o W w o N a z 10 sN o SEPTEMBER 21, 2021 - �o z <Y W E .® � oWa�~x- uf a Z ul ul O� 6�a As j Q wzUHO Uu) ai � �paaaax t.= CV 0LD1 J�PG�N LNC SIS EX I ST. m n? ILI If I METAL m 9 ---� EXISTING SEPTIC LOCATION EXISTING BRICK EXISTING PA710 a OUTDOOR GRADE SHOWER I----33.2' 6_3 U EXISTING I STORY � ADJACENT FRAME I� PRIMARY ADJACENT HOUSE STRUCTURE PRI MARY STRUCTURE OZ � } O zz w � Q Q O I I Q Z mg w LO it co O N w o a. am _✓4_f_ � n, !n EX15TINO 51TE PLAN o J 0 0 €v `� �•• o a TAX MAP # 1000-31-17-04 SITE LAYOUT NOTES: ----- I. THIS IS AN ARGHITEGT'5 SITE PLAN $ IS LZONING DISTRICT R-40 NON-CONFORMING SUBJECT TO VERIFICATION BY A LICENSED =-_- 0� SURVEYOR. THE INFORMATION LOT AREA 0.1 AGRE5 MARION LAKE P� REPRESENTED ON THI5 51TE PLAN 15 TO THE 1� ARCHITECT'S BEST OF KNOWLEDGE. CofO - STCRM DAMAGE REPAIR EXIST. v TO EXISTING SEASONAL #37193; OCTOBER 2014 cu EXIST. 2. SURVEY INFORMATION WAS OBTAINED DWELLING m -- --- 534°12'40"E _ _ 60.00' EL.=OA' FROM A SURVEY DATED SEPTEMBER 24, - '= N 2021 AND PREPARED BY: GofO - ACCESSORY BUILDING yn (METAL SHED) -- #Z52�i6; JULY 1x73 w NATHAN TAFT GORWIN III u) } 1-0 \ \ 'P" N.Y. STATE LAND SURVEYOR VARIANCE 4PPROVAL - - - #7711; DECEMBER 11 2022 r o . \ � NATIVE SHRUBS PLANTED � m z '-' PROPOSED 10' O b I D - O 5'-O" ON CENTER; LIG. #050467 WIDE - �\ N� - PROVIDE NATIVE 1586 MAIN ROAD FEMA FLOOD ZONE AE (EL. 6) 2 X N BUFFER JAMFSFORT N.Y. 11147 -_ - -- -- -- o m +, EDGE OF WETLANDS AS WETLAND SEED MIX o VEGETATIVE �• �� o .,.� DELINEATED BY SHAWN M. BARRON PHONE: (631) 727-2010 WETLANDS DISTRICT PERMIT PENDING cu `D � _ M M.S. SEPTEMBER 21, 2021 -- -- o a O >c '° � a I-48-100/42874/0 0001 NYS DEG A 7/22� EXIST. SEPTIC SYSTEM ; SUFFOLK 4 QJ COUNTY HD APPROVAL PENDING TO BE ABANDONED PER � �g �° °g a �`� BEDROOMS 50DH5 STANDARDS EXIST. ,�; � Y v� g \ W"O"W""\� HAY BALES 4 SILT -I-' 70_ ° FENCING DURING U �_ I LOT COVERAGE � I CONSTRUCTION EXIST. SHED & GONG. p� O I- OT PHOTO PROP. WOOD STAIR 4 % LOT -(3) SLAB TO BE REMOVED ��PRO�. 3 LANDING DESCRIPTION (FOOTPRINT) AREA •- GOVERAOE PROP. OUTDOOR SHOWER --- - --- --_-- f! "" r 36" HIGH RAILING AT TOP OF � g �� BD.W. 6.0' W/ 17 GALLON STORM RETAINING WALL WHERE RETAINING o ° � f 4011 TOTAL LOT AREA 6,000.0 S.F.5� ' WALL IS > 30" FROM GRADE - - �` - - I WATER CATCH BA51N TOTAL LOT AREA LANDWARD OF 5 00.0 S.F. JJ � °1 L p °(pp EXIST. NEW �� Y��C� V EXIST. BRICK PATIO ® WETLANDS b ] Q - I S1 L3AC.K - -- - --- c- G.O. Q GRADE TO BE REMOVED EXISTING DWELLING 800.0 S.F. 14.3% - __-- a - - y EXIST. SEPTIC SYSTEM TO BE �� n PROPOSED DWELLING ADDITION 311.0 S.F. � fl ABANDONED BY REMOVAL ---- - ---- --- L -1 _ J PER SGDH5 STANDARDSTOTAL AREA OF ALL STRUCTURES I,III.a S.F. PROP. RETAINING WALL TO EXIST. I STORY WD. FR. Q _ DWELLING; "MAXIMUM LOT GOVERA5E ALLOWED - 20% STEP UP w/ GRADE --- O PROF.�JJG€-Nf�T - PIER LINE (6" ABOVE RETAINED GRADE) _ --MOP'S w/ PROP. OPEN TOP OF WALL EL.=7S' - "�- FOUNDATION ON WOOD --- PROP. MEGH. EOUPMENT REQUIRED SETBACKS - DWELLING BOT. OF WALL EL.=2.6' PHOTO #2 ---"� i O - PILINGS 4 ON RAISED PLATFORM SECOND STORY - �� ADDITION - I I REQUIRED EXIST. PROPOSED COMPLIES (3 BEDROOMS) --- j EXIST. STOCK 45� i FRONT YARD 35.0' 15.2' 30.1' NO PROP. F.F. EL.=1 .0' -- - ------------------- T' I PROP. BURIED WATER LINE SIDE YARD 10.0' 6.0' 10.0' YES / -LINE OF PROP. FTG. - I _- - BOTH 51 DE YARDS 25.0' 39_5'- 26.0' YES Z < a REAR YARD 35.0' 44.3' O N 2 o & �--� 15' SIDE YARD SETBACK = \/ E:L.=5_I' - PROP. T I -------- _-- - - -- ---- z Z W m a M o . COVERED ko\p \ I N m o >z PERMEABLE ENTRANCE _ x w v� o- Q Iracwi wp 6RAV DRAINAGE SYSTEM CALCULATIONS a W W z /- AaY A - i PROP. GRDE NEW IMPERVIOUS SURFACES= 150 ScL. Ft. > 3 N v >3 �(+/-40 4005) m 7.0' + I I - 150 ScL. Ft. X 0.17'= 161.5 OF ui ?2'_",z� 1.O' i 161.5/42.2= 3.8 VERTICAL FT. OF 5' DIA POOL REQUIRED z a g wwo0LL _ I 8'-O" PROVIDE (I) 8' DIA. X 4' STORM DRAIN POOLS a �z o x�� EXIST. / �I I ry0 a U)Jo JFK TEST HOLE Q 1 ml t p PROPOSED 8'X4' 3 m a a / EX. EL. =2.7 1--,- n u u l I �} i a z x w w,x o DRYWELL �- f-a� �I �I JI I EX15T. w a WO mo w I w I wl I I / GRADE DRY'NELL SECT. CALCULATIONS z _ z O / - i i EL=2-T PROP. RETAINING WALL TO H\ TO #I I SM _ SCALE: NTS STEP UP w/ GRADE I I I.I' Q N N (6" ABOVE RETAINED GRADE) \ - PHOO j I o.o' -- \ TOP OF WALL EL.=5.4 / \ - /#4 ► SM *' o 0 0 BOT. OF WALL EL.=2.7' 16 II L.-5.0 34°12'40"V4_u 7// / 4.1' WATER IN LOAMY - - - --- - r L-I_. -h.C> / 5M x .� -- 4.6' iR WATER IN BOG-- - -- -- _ ' , PROJECT: CT• ---------------------- T. ,EX15 _ EXIST. WATER i EXIST. WATER EL.=2.1' , ` ; " -- MANDARO VALVE i METER � � t - - - - EXIST. OVERHEAD - - - - - - - - - - - , , , ,�,_, _ RESIDENCE 100' TRUSTEES ELECTRIC WIRES �- WATER IN MIXED 5ET5AGK SP - ` . SAND WITH GRAVEL : 2135 BAY AVENUE EAST MARION, N.Y. DRAWING TITLE: EDGE OF PAVEMENT � PIZOPOS)"Q..RETAINING WALL RAILING MATERIALS EXAMPLE. COMMENTS: GROUNDWATER III-N �77NAL COLOR FINI6HE5 MAY VARY. PROPOSED SITE PLAN B A Y A V E N U E ENCOUNTERED 4.1' BpL ELOW Y PROJECT DATA GRADE ! } 1 (PUBLIC WATER IN STREET) MAY ` PAGE: EDGE OF PAVEMENT ; FRONT 4 SIDE YARD RETAINING D_� 36' HIGH RAILING ABOVE RETAINING WALL; � WALL 4 RAILING WILL COMPLY WOOD NEWEL POST5, HANDRAILING 4 BASE RAIL. �y ;r cy y y� WITH TOWN CODE WALL 4 FENCE METAL WIRE BALU5TER5 ALL SIZED 4 SPACED ---- =-- - HEIGHT REGULATIONS ON THE NORTH PROPERTY LINE TOP OF RETAINING WALL A5 PER NYS CODE SUBJECT LOT'S 51DE. (REAR YARD) 5OUTH PROPERTY LINE REAR YARD RAILING ATOP DATE:05/04/23 101173 -- -- -- (FRONT YARD) RETAINING WALL WILL EXCEED -__- - ALLOWABLE HEIGHT ��----- ------ -------------- -------- J M. .pr p ___.._____ ______----------______----------------- -------- EDGE OF PAVEMENT 'ria: 0:1� Q EXIST. AVERAGE GRADE EDOE OF NETLANDS AS LOCATED BY NATHAN = - _ _ _ _ _ _ - _ _ _ - - - _ _ _ - _ _ - - _ _ - _ _ _ _ _ (STREET LEVEL) �LE�/. +2.7, _ _ _ _ _ � ;��: I - I I I I I_I I I_I I-1 I I III-III III III III III-III-I I I_I I I_I I\_111_111_1 I I_I I I_I I I_I I I_I I I_I I I-III-III III III-III III-III I I I_I I I-I I I_I I I III-I I I_I I I_I I I- III-III-III I I - ti; _ _,. I. GORNIN L.S. ON JUNE 6. 2012 - ----------------- � rye, xi�a�a{ .r_c. s•o� LAN PROP. RETAINING WALL TO STEP UP w/GRADE PROPOSED EXISTING PROP. RETAINING WALL; INCREASE HOT. w/ 9 �� S I TL I FILL EARTH INCREASING RETAINED GRAVE BTOP OF k*ALL F_L.=75 �IOT. OF WALL EL.=2.6' I `�-lel FROPERTY LINE RETA I N I NO NAL L ELEVATION BOT. OF WALL EL=2 I' +r; ''zz ';r SCALE: 1 = 10'-0" 50ALE: 1/8" = P-O" PROP. WOOD STAIR PROPOSED STAIRWAY I I T FOOTINGS NEPq REAR SETBACK LINE c) . NEW �''� T r-I T I-1 T -� ON. ON. 20-6 s 4- N IIIIII IIIIIIIIIII I p - _ PROP. BALCONY - - - IL70 LI LI-iLI- - L - O PROP. n "a O I BATH. OPEN TO 02 Lo > PROPOSED _EX T. d P`�� Z O I RETAINING WALL; B MUDROOM — 64 S.F. 2'-O" 3'-1" - ' 1 � � Y � PROPOSED 1 I SEE SITE PLAN I -- _____ x N RETAINING WALL; I I FOR FULL I 00 m 4' co SEE 51TE PLAN I I LAYOUT EXIST. N 41 Lo FOR FULL I I EXI5T. PROP. I p O co LAYOUT KITCHEN OUTDOOR - a O I I I 00 SHOWER I O PROP. I I 1 ® BEDROOM O O O 1 �/• � 156 S.F. - W I I EXIST. `�/ L- I I BEDROOM LINE OF-/" PROP. rI PROP. OPEN FOUNDATION; I CANTILEVERED 1 p 10" WOOD FILIN65 W/ SECOND FLOOR EXIST. p BEDROOM .+.J _ ' 144 S.F. DINING m I BREAKAWAY WALLS d 1 ABOVE I ROOM m O _6r _-,�2rr _-1/2n ' U GONG. SLAB I I - ------ ^^`` p N � iT W �y-� I I I EXIST. 21'X8" F.J. `� O 4J W O O O 1 EXIST. I I I DEN TO REMAIN ! , I I 1-6 EXIST. 2"X95" CJ. -��21 '-8" BATH. v c 1 ® I6 O.G. ❑ I-6'-6 _ i - OBJ TO REMAINW I - NEW 48 S.F. DN. ON. PROP. Cn I I I I to G FAMILY ROOM 1( 1 1 Q r I60 S.F. 1 - _ - - - O - - - - -{ FRONT NEW EXIST. �- - � - - ENTRY W/ UP LIVING L — I Y- - - - UNCOVERED ROOM PORCH DN.1 NEW NEW FOYER PROP. WOOD m PROP. OPEN FOUNDATION; VERED MECH. PROPOSED I 1 10" WOOD PILIN65 JW I - I ORGH PLATFORM ( FRONT SETBACK LINE 1 STAIRWAY 1 BREAKAWAY WALLS 1 I FOOTINGS 1 I CONG, SLAB 1 `--------------------J ® — — — — — — — — — O — — 3r�u r_6n r► 20'-Orr - - - 20'-6" - - - - - ROFOSEC> 5E00ND FLOOR P I ROP05 17 FIRST FLOOR PROPOSED FOUNDATION PLAN 50ALE: I/8" = 1'-0" SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" w o ¢ z 0 0 0 � � o z o 0 Ln � o � z wz m z ¢ w w 2 F O unC W ¢ ¢�O/a)J? W,p Q¢W F J F o�>3a � EXIST. v, OUTDOOR g o ¢ a �z0 m3: SHOWER � �Jcl�W 20'-6" EXIST. C W m a in a WWF=m W p O V O¢OOOw p w z a s W w z 0 0 ¢ EXIST. EX15T. 15T. M M B MUDROOM o 0 a a '— N N EXIST. EXIST. ¢ o 0 0 G KITCHEN ®� ®® MODIFIED SYSTEM EXIST. (3) BEDROOM CONTROL/ALARM PROJECT: (NEMA 4X RATED) ADD FILL TO INCREASE GRADE EL. TO '1.0' $ 5.1' AT I/A OWTS d BEDROOM DWELLING ABSORPTION TRENCHES, RESPECTIVELY. GRADE TO REMAIN LEVEL MANDARO PROP' F.F. MAG SORII FOR 3'-0" IN ALL DIRECTIONS FROM I/A OWT5 4 ABSORPTION RESIDENCE EL.=lo.o _ $LOWER TRENCHES. I:3 MAX. SLOPE ALLOWED OUTSIDE OF THIS PERIMETER. le,PROP. BRACKETS AS A 'P LOCKIN5 SEE ALSO SITE PLAN FOR PROP. GRADING CONTOURS. XIST. 2 XS F.J. m 4" HOUSE REQ.�p TO INSTALL w/RISER ® 16 O.G. MAIN DRAIN 2135 BAY AVENUE EQUIPMENT ABOVE DFE EXIST. 'L' (DFE EL.=8.0') 24"(P LOCKING EAST MARION, N.Y. DEN ACCE55 COVERS NEW CLOSED W/RI5ER POLYLOK 20" D-BOX W/ EXIST. 2"XS" G.J. FOUNDATION SECURITY ORATE (BAFFLE (UNCONDITIONED) 6RADE ® I/A OWTS: r " REOV IF INLET PITCH NEW WATERPROOF DRAWING TITLE: ® 16" O.G. PROP.=7.0' 2'-6" MAX. EXCEEDS " PER FOOT) RETAINING WALL EXISTING FLOOR PLAN X1 IEXIST.=2.8' PROPOSED FLOOR PLANS C ------- IN INV. EL.=5.0' INV.141 I M�rr INV. GRADE ® ABSORPTION TRENCHES: PROP.SEPTIC SYS.SECTION EXIST. ----------------- - - --- EL.=4.8' INV EXI5T.=2.8' LIVING 'GONG. MIN. 4"(P 5DR 35 PVC OR EQ. EL.=4.1' PAGE: ROOM PIT (DUCTILE IRON PIPE BENEATH - ATL. $Y INFILTRATOR �U EXIST. STUDY TRAFFIC BEARING SURFACES) EXIST. GRADE TO REMAIN ' MIN. 4"4' SDR 35 PVC OR EQ. MIN. 4"� SDR 35 (SEE DETAIL) cV ® BOTTOM OF RETAINING SD-2 MIN PITCH A":I' (D.I.P. BENEATH TRAFFIC PVG OR EQ. WALL (SEE SITE PLAN) -- f- - BEARING SURFACES �,.; •,'. �. � MIN PITCH ":I' INV. ... ;. m MIN PITCH �":I' EL.=3.4' NEyy HOUSE PROVIDE CAST IRON PIPE `r z DATE:05/04/23 2 OF 3 CONNECTION; EXTENDING 2'-0" MIN. FROM m 8'-I" BUILDING FOUNDATION — — HIGHEST EXPECTED (MIND INV. EL. 5.2' .._•, , GROUND WATER EL.=0.0' - EXIST. - r PROVIDE SAND OR PEI A REPLACE EXIST. SOIL _ �`�' 6'(KxIO'(L)x1.5'(H) POURED CONCRETE PAD '. -=' 2" MIN. DROP �` ��'_pCO (4p00 PSI MIND w/(2) ROWS OF #3 REBAR® ~' ' ' `` GRAVEL BENEATH (PROVIDE END GAP �p# GLEAN SAND �� r- �'� ( ; I! tt r "- r f; �� sv ►�� rr FUJICLEAN CEN5 TYPE LEVELING 6 O.G. (BOTH DIRECTIONS);ANCHOR 245 NITROGEN REDUCTION SYSTEM DISTRIBUTION BOX _ I Z - (SP/SW SOIL TYPE) TREATMENT UNIT TO PAD PER MANU. DETAILS DEVICES AT OUTLETS) _~ �{�„ �' O NF EX I ST I NO F I R5T FLOOR F ROFOSF-17 SEFT 1 G SYSTEM DETA I L f!AY — 5 2023 1 03raa� � SCALE: I/8' = I'-0" SCALE:- NITS 55' REAR YARD� 55' FRONT YARD SETBACKCID SETBACK cy) N Lr) 00 >:. 0 Lf) (D PROP. BALCONY m z DIU] (c) 2: L) x :3 c� C:) 0 4- m 0 41 NLr) j PENTRY STAIRSROF o(WOOD) Z❑o W PROP. ENTRY STAIRS (HOOD) 7C) PROPOSED OPEN SOUTH C) FOUNDATION K/ PROPERTY (D BREAKAWAY HALLS PROPOSED FILL LINE 4-J M EXIST. AVERAGE GRADE 5 NORTH PROPERTY (57REET LEVEL) LINEIII I H I IE 1-1 — —I=1 I— — — — — — — — — — c 11=1 I r-—17 1�7=Ll F�=t I Ft I1=1l� RA5ELINE06 EXISTING ELEV`. +0.0--F < Z75 NORTH ELEVATION (LEFT SCE) EARTH a. SCALE: 115" = P-0" PROP HEIGHT (FROM BASELINE VELEV`. +55.95' PROP RIDGE HEIGHT FROM PROP. AVERAGE O IIIIII III Hill Hill IIII Hill w PROP. BALCONY-\ 3 o Ill ............. 0z AlklFROPOSED FINISHED SECOND FLOOR 56" HIGH RAILING ABOVE VELEV. 2 RETAINING HALL; Ill 11 11 IL zo HOOD NEWEL POSTS, PROP. ENTRY rn-0, �!g lffi- F=---1 Lud m w 7.n a 02 ui HANDRAILIN& 4 BASE RAIL. STAIRS (HOOD) PROP. MECHANICAL 'o i," w METAL HIRE BALUSTERS ALL SIZED 4 SPACED AS PER ikPROPOSED FINISHED FLOOR ul PLATFORM (HOOD) _-,,n O NYS CODE VELEV. +10.0' LJ PROP. OUTDOOR FEMA DESIGN FLOOD ELEV. 11 Ill. 11 Hill 11 ilifil Ill STAIRS PROP. ELEV. +&.0' a LEVEL OF (n Z:�o)a-,m z 5HOHER(OPEN TO 11 11 IT 11 11 1 lill < NATURAL ujoy) ABOVE) dAFEMA BASE FLOOD LEV Z&R-ADE z 0 jx SOUTH V ELEV. +6.0' PROPERTY PROP. AVEGRADE LINE E m 0.tn I z U. ELEV. +5.0' w 0 C) %3 Xo0ow 2 uj z 9L X U.(f)z \-PROPOSED RETAINING KALL-\ W 56" RAILING 64EX15T. AVERAGE C-PAME �////I-m/ /l// ,/ , /, , 0 0 1 pI 1 0 . . . V ELEV. +2.&' FII='''-FII= fl ri I E' m L''if-ii I-=ri-i I NW'' I I F-1 1=1 I i 1-1 Ell 11 1-1 1=1 I IF,Ell I ri I N,m �l Emi 8�,ml L�FIL-,l FleEmHEm= ljl7= I r= lr= I r7 —1 -�INr 11. 11 Fl I la I 1=—1 I Fl I 1��l I Fl I El I la 11=1 I Fl 11=1 I Fl I 1=—1 I =1 I 1=—1 I Fl I EI I EI I EI I EI I El 11=1 I El I EI I El I 1=1 I El I 1�� -Ill N N 0 0 711 I=Ll[79 1 r-�L1171 I�1= 1 F=LIFLI Ed I�El I 1=1111 BASE N cm L ..L L — - ELEV. +0.0' PROPOSED FILL NORTH PROPERTY \-PROP. RETAINING \�-EX15TINCS LINE HALL K/56" HIGH RAILINO +4 EARTH EAST ELEVATION (REAR) FVATION (FRONT) 5(:,-ALE: I/8" I'-O" NEST EL SCALE: I/a" = I'-0-- PROJECT: MANDARO RESIDENCE 55' FRONT YARD-\ 55' REAR YARD 2135 BAY AVENUE SETBACK SETBACK EAST MARION, N.Y. DRAWING TITLE: PROP. BALCONY PROPOSED EXT.ELEVATIONS PAGE: L I Hill 11111 1111 PROP. ENTRY PROPOSED OPEN JLl STAIRS (WOOD) I I bi h II Ill 11111 FOUNDATION I^V LIIIIIIIIIII BREAKAWAY HALLS Ill 1111 1111 - -4li:- DATE:05/04/2]3 3 OF 11111111111 11111111 1 --� �-1 fl-1 �- ]Z 7 f � PROP. OUTDOOR 5HOWER(OPEN TO WEST DFE ABOVE) PROPERTY LINE iv-t?! 11 e F EDGE OF WETLANDS-OELE\/. Alix PLATFORM AS DELINEATED BY m Ay - 5 (HOOD) SHAM M. BARRON, M.S. SEPTEMBER 21,2021 Jv EAST PROPERTY LINE 1-7 A19 SOUTH ELEVATION (RI OH7 SIDE) SCALE: 115" = P-0" 4/18/23,9:20 AM Mandaro Pier Llne 2.png 1 w� a 0 O O • - # RD APR 1 9 2023 Southold Town Board of Trustees https://mail.google.com/mail/u/0/#inbox/FMfcgzGsmDgHjBvfgnlgrdxhfLrcgzlg?projector=1&messagePartld=0.1 1/1 ;E 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management November 30, 2022 UBoardof Steve Mandaro 2135 Bay Avenue East Marion, NY 11939 SCTM No.: 1000-03100-1700-004000 Re: Effects of proposed project on local landscape This report is to be used solely as a guide and is not intended to be all encompassing. While the information included in this report is based on scientific evidence, the following is the opinion of Cole Environmental Services (CES). Please note that CES makes no guarantees regarding the information detailed in this report. LOT DESCRIPTION The subject lot, known as 2135 Bay Ave, East Marion, New York, is located along the southeastern portion of Marion Lake. The lot is approximately 0.1 acres and has approximately 60' of wetland frontage. The subject property is currently developed with a house, brick patio, shed, and concrete pad. Cole Environmental Services (CES) conducted a site visit on November 29, 2022. CURRENT ENVIRONMENTAL EFFECTS OF SUBJECT PROPERTY The current state of the subject property is not unique. Many properties in the area have similar effects on Lake Marion and the local ecology. STORMWATER The subject property currently does not adequately manage its stormwater. While gutters and leaders are present, they drain onto the yard. No drywells are present, and the property does not utilize green infrastructure to contain runoff. Spot elevations show that the property gently slopes toward Lake Marion. Without adequate stormwater control, runoff currently flows toward the lake. Runoff typically contains fertilizer, oil, pesticides, and trash among other things. These pollutants have negative impacts on the water quality of Lake Marion. www.ColeEnvironmentalServices.com " 425 Montauk Hi y mmt—, East Quogue, N 1 2 APR 1 9 2023 Environmental Consulting (631)369-9 45 Wetland Project Management Southold Town B stees VEGETATED BUFFER While there is a vegetated buffer between the structures and the lake, the buffer consists of non-native and invasive species. While on-site, CES observed phragmites, autumn olive, Japanese knotweed, privet, multiflora rose, and Japanese honeysuckle. Invasive species are detrimental to the local ecology. These species spread rapidly, are difficult to control, out compete beneficial native species, and do not function as host plants for beneficial insects. Non-native species that are not invasive also cause detrimental effects. These species did not evolve with the local ecology, and often require fertilizer and other chemicals to thrive. In addition to the aforementioned concerns, the non-natives are occupying space that could be utilized by a native species. SEPTIC SYSTEM The subject property currently uses a traditional septic system. Traditional septic systems release effluent into the soil. This effluent contains nutrients such as nitrogen and phosphorus. Typically, the soil helps to filter the effluent before it enters groundwater, however, traditional systems were not designed for the effects of climate change. These effects-the groundwater table rising, more powerful and more frequent storms, and more frequent flood events–will eventually cause traditional systems to fail. When the groundwater table is high, or when there is an excessive amount of nutrients (specifically nitrogen and phosphorous), the groundwater and local waterbodies can become contaminated. This can have disastrous effects for the local environment. Excessive nitrogen and phosphorus lead to harmful algal blooms and fish kills. It should also be noted that excess nutrients also have damaging effects on residents. Suffolk County public water is in the top 5% of nitrate levels in the United States. Nitrate levels have been linked with elevated cancer rates. ENVIRONMENTAL EFFECTS OF PROPOSED PROJECT STORMWATER The proposed project includes measures to contain stormwater. The proposed house will connect the gutters to a drywell. Containing stormwater on-site will help prevent runoff(i.e.: pollutants)from flowing directly into Lake Marion and will help prevent the degradation of the waterbody. www.ColeEnvironmentalServices.com • E C V E D 425 Montauk Hi East Quogue, NY 9 APR 1 9 2023 Environmental Consulting (631)369-94 5 Wetland Project Management Southold Town ustees VEGETATED BUFFER The proposed project also includes a 10' wide native vegetated buffer, which will replace the existing non-native and invasive vegetation. Removing non-native and invasive vegetation is beneficial separate from planting native species. Removing,these plants helps restore the natural flora of the area and helps prevent the degradation of the local ecology. Planting native in their place will offer a host of benefits for the local environment. Native plants tend to have deep root systems. These root systems create channels to help absorb stormwater and capture pollutants before they enter the waterway. Water not captured by the drywell will be filtered through the root systems of these native plants. Additionally, native plants have evolved with the area and do not need fertilizer(i.e.: excess nitrogen) to thrive. Unlike non-native plants, native plants are hosts to native insects which are critical for biodiversity and overall environmental health. SEPTIC SYSTEM The installation of an Innovative Alternative On-Site Wastewater system, commonly referred to as an I/A system, will reduce the amount of nitrogen leaching into Lake Marion. Excess nitrogen is responsible for harmful algal blooms, endangering both wildlife and people. An article on Patch.com from July 12, 2022, noted that blue-green algae was detected in Lake Marion. Health officials asked residents to "not use or swim or wade in the water and to keep their children and pets away from the area." CONCLUSION We understand that residents of the area have a history of caring deeply for Lake Marion. The East Marion Community Association notes on their website that they "urge the Town of Southold, Suffolk County and the State of New York to take immediate steps to address the growing pollution of the North Fork's ground water and our marshes, streams, lakes, ponds and bays... to study and recommend technologies and strategies to prevent nitrogen and other pollutants from entering our ground and surface waters from sewage,fertilizers and other sources of contamination... and to develop and implement a plan to slow and reverse the www.ColeEnvironmentalServices.com A. 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management degradation of our drinking and surface waters before irreversible damage is done to our fisheries, recreational waters and drinking water supply." It is our belief that steps included in the proposed plan will work to help address pollution of groundwater and Lake Marion, will help prevent nitrogen and other pollutants from entering ground and surface waters, and will help slow degradation of the drinking and surface waters and help restore the natural flora of the region. E U E APR 1 9 20a Southold Town Board of Trustees www.ColeEnvironmentalServices.com S t lY _4� �Clenn Goldsmith,President ��' ,OGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski N ? P.O.Box 1179 Liz Gillooly �y�• a0�� Southold,NY 11971 Elizabeth Peeples 1 Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: �• , Ga AMP Architecture on behalf of STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS requests a Wetland Permit to remove the existing 4'x4' outdoor shower, 6'x5' front entry stoop, 418sq.ft. at grade rear brick patio, existing roof, existing septic system and existing foundation locust posts; for the existing 40'3 '/2'x20'6" (800sq.ft.) one-story dwelling and to lift, relocate and construct additions to the dwelling consisting of an open foundation with breakaway walls using approximately (15) 10" diameter wood pilings; construct a 6'6"x8' (52sq.ft.) and a 1'3"x9'8" (26sq.ft.) two-story addition; construct a 29'x27' (783sq.ft.) second floor addition; construct a 20'6"x5'7" (114.8sq.ft.) second story seaward balcony; a 6'6"x5'9" (37.3sq.ft.) front covered porch with a 7'x9'3" (64.4sq.ft.) front uncovered porch and entry stair; 44sq.ft. rear entry stairway; 42sq.ft. mechanical platform with steps; 4'x4'6" (16.5sq.ft.) outdoor shower (open to above) with 17 gallon storm water catch basin; install a new I/A OWTS system on the landward side of the dwelling; install a retaining wall with 36" high railing and rear stair at north/west sides of property consisting of approximately 30 linear feet being 3'5"high, 16 linear feet sloped from 3'5" high up to 5'4" high, 53 linear feet being 5'3 '/2' high (heights taken from existing average grade); proposed retaining wall at south side of property consisting of approximately 43 linear feet being 3'5" high from existing average grade; a total of approximately 9,645 cubic feet of fill will be required, 2,760 cubic feet will come from site excavation and 6,885 cubic feet of fill to be brought on site; install a new 654sq.ft. pervious driveway with curb; install one (1) 8'x4' deep drywell to contain roof runoff; and to install and perpetually maintain a 10' wide vegetated non-turf buffer along the landward edge of wetland vegetation. Located: 2135 Bay Avenue, East Marion. SCTM# 1000-31-17-4 Type of area to be impacted:/ Saltwater Wetland Freshwater Wetland Sound ✓Bay Part of Town Code proposed work falls under: --Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: ' `Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski Sepenoski -,I-. Gillooly /;'E-. Peeples tibid 5 ZZ/OZ/SO:31vc. or.%,Tr,'T-dS :30V& NVId RIS NOIIVWHOANI 31IS --------------cf'�- ---- --- - SRON :31111 SNIMVHG --------r------- 'A'N'NOI?JVW iSV3 3nN3AV AV9 SETZ -------------- —A P'O\ _j olid3s O?AVGNVW UORFOHd I ...... P1 plip -b S-C 11 Z=ZZ7= T, 4; ----------- -T— 01 a,��G �b_�Y_y L_�.- � - - - - _�y __� _ : -� - al�111 x, IF- L S,Y nn1iS".In z=c -o------ 35 a N.-M�in- 5-1 1, _zO 02 gi2� -_ - :'Dr. CS- = _`=_ I 2-i1c,�c asIng G.c o� 14 CO�7= �Ic qS G"D --n 110 G-N 01 o)m 7z WN MIN mv Zq il� -- t 4c -4 C)'D z 5-171-9,ON! '4� 00 'C n! 0 lfq �s aOC9 S" IS 'nca's, 137- _-C- 0 IN MA F 0 �mmI -fu C_ -GC 3 1_1.O=V'91 aeWit"A C�ZMcr 7-7- G ru" KEW NV ,=' �-IG 7 S, ------------------------ Z_AO T UZ/6T/170:31V0, 00'TOT-dS :3DVd NVId 311S NOUVLAJ80JN1RIS ---------------- ---------------- ---------- ----------------- S31ON :allli ONIMV80. ---------5------ WN'NOIHVW ISV3 3nN3AV AV8 SETZ: -t-4 v 3lid3S -----------7 Tw S—11 vlt , L----7 pc.------ Y4 :133ro8d; : > &;;-�------- EEO p sT�"� --sxt-7 G i Ss G 'S'I'Ca oti� --,g f ===4 7 —————— IV, is- . - `` - i � .._a'�'3e'0 Is--1 s-01 1-1-7 GNO.lv=a i, a '0 l-_-I ';F7 4 C. G-1_7_17V� qm� m 3 GGoa S'O" qr C -47 wl —tils il !7c__ ;i� M Gy Nm 1 z> l<z e. -1.MI. NIF 14 F-RON ml I '�11,iti,-1—:-z-sc 4— M ID Z sS_ �e; lbs 04 s-71=c :i--,_I- _o, coI �u't3�_G le 0 0 F I I'M� lit -C rn 0 :< lo LD Cantrell, Elizabeth From: Brooke Epperson <bepperson@amparchitect.com> Sent: Wednesday, May 24, 2023 4:24 PM To: Cantrell, Elizabeth Cc: Anthony Portillo Subject: Mandaro 2135 Bay Avenue Hi Elizabeth, Can we please adjourn this application to the July hearing date? Thank you Brooke Epperson Design Director A M P Architecture Design + Build Office: 631-603-9092 www,.aml2architect.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i DiSalvo, Diane From: Goldsmith,Glenn Sent: Friday,April 21, 2023 9:32 AM To: Cantrell, Elizabeth;DiSalvo, Diane Subject: Fw: Proposed project @ 2135 Bay ave. East Marion From:Juliane Laudato<jlaudato@smithtown.kl2.ny.us> Sent:Thursday,April 20,2023 3:30 PM To:Goldsmith,Glenn Subject: Fwd: Proposed project @ 2135 Bay ave. East Marion ---------- Forwarded message--------- From:Juliane Laudato Date:Thu,Apr 20, 2023 at 12:37 PM Subject: Fwd: Proposed project @ 2135 Bay ave. East Marion To: <glen n.goldsm ith @town.south old> Good afternoon, Attached is a copy of the letter 1 emailed to your clerk prior to the meeting. Regards, Julie Laudato 631-835-0520 1Iin58566D' .hotn-iaiLcoin ---------- Forwarded message--------- From:Juliane Laudato Date:Tue, Apr 18, 2023 at 11:37 AM Subject: Fwd: Proposed project @ 2135 Bay ave. East Marion To: <erizabeth_@town.southold.n_yus> Good Afternoon, In regards to the meeting re: the Mandaro proposed project, I received the notice on 4-15-23. I will not be able to attend as I am a Registered Nurse and am working during the scheduled meeting time. As I mentioned in a previous letter, the fence that their landscape contractor put up as well as any plantings that were put on or within my property line must be removed and relocated to their property without any damage to mine, prior to the start of this new project. Additionally I do not want the markers removed that were put in by my Surveyor. The front yard stake has been removed which clearly shows the property lines. My question to all parties concerned is what will the distance be between this new larger structure and my home. I can't see that clearly on the rendering and as I have been in the past with their cousin Joan Cooke, I am concerned about runoff and appearance in general. Although the proposed images look beautiful I do not want my home to be buried in a valley potentially subject to flooding and damage due to these larger homes. I understand the need to raise our homes to the FEMA recommended height and will be researching options to comply with these guidelines for loss prevention as soon as I am able. Until such time our homes and properties are not on the same playing field and I have genuine concerns. I would appreciate a reply to this email with the proposed footage between their new home and my current home as well as any updates you may receive. Thank you for your consideration of my questions and concerns. Sincerely, Julie Laudato 631-835-0520 NOTICE:This e-mail message may contain privileged or confidential information.The information contained in this e-mail message is only for the intended recipient. If the reader of this message is not the intended recipient, you are hereby notified that you have received this message and any attached documents in error, and that any review, dissemination, distribution,or copying of this message and any allached documents is strictly prohibited. If you have received this message in error, please notify us by telephone at (63 1) 382-2000 immediately, delete this e-mail and destroy any copies. 2 Glenn Goldsmith,President �o��g:, `OGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y �A�� P.O.Box 1179 Liz Gillooly �y�• a0��4` Southold,NY 11971 Elizabeth Peeples 1r �dy' Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Daterrime: Completed in field by: AMP Architecture on behalf of STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS requests a Wetland Permit to remove the existing 4'x4' outdoor shower, 6'x5' front entry stoop, 418sq.ft. at grade rear brick patio, existing roof, existing septic system and existing foundation locust posts; for the existing 40'3 Y2"x20'6" (800sq.ft.) one-story dwelling and to lift, relocate and construct additions to the dwelling consisting of an open foundation with breakaway walls using approximately (15) 10" diameter wood pilings; construct a 6'6"x8' (52sq.ft.) and a 1'3"x9'8" (26sq.ft.) two-story addition; construct a 29'x27' (783sq.ft.) second floor addition; construct a 20'6"x5'7" (114.8sq.ft.) second story seaward balcony; a 6'6"x5'9" (37.3sq.ft.) front covered porch with a 7'x9'3" (64.4sq.ft.) front uncovered porch and entry stair; 44sq.ft. rear entry stairway; 42sq.ft. mechanical platform with steps; 4'x4'6" (16.5sq.ft.) outdoor shower (open to above) with 17 gallon storm water catch basin; install a new I/A OWTS system on the landward side of the dwelling; install a retaining wall with 36" high railing and rear stair at north/west sides of property consisting of approximately 30 linear feet being 3'5"high, 16 linear feet sloped from 3'5" high up to 5'4" high, 53 linear feet being 5'3 Y2" high (heights taken from existing average grade); proposed retaining wall at south side of property consisting of approximately 43 linear feet being 3'5" high from existing average grade; a total of approximately 9,645 cubic feet of fill will be required, 2,760 cubic feet will come from site excavation and 6,885 cubic feet of fill to be brought on site; install a new 654sq.ft. pervious driveway with curb; install one (1) 8'x4' deep drywell to contain roof runoff; and to install and perpetually maintain a 10' wide vegetated non-turf buffer along the landward edge of wetland vegetation. Located: 2135 Bay Avenue, East Marion. SCTM# 1000-31-17-4 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples SURVEY OF PROPERTY SIT UA TE �O EAST MARION 0 TOWN OF SOUTHOLD FaU SUFFOLK COUNTY, NEW YORK coycoM�Mf � �G ��J S.C. TAX No. 1000-31 - 17-04 V��,, � SCALE 1 "=10' J A$ - JANUARY 14, 2013 SEPTESURV F SCSG��P x / FEB UA YM1B4,R 2022 VERIFY 24, 2021PHIIGHE WA EREYLINE AREA = 6,000 sq. ff. 0.138 ac. Ay4 L� ,p0 OCG ,O ,O. Xzfi NOTES: 10 ,� �p�pN/tFo Qe 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM X� �° EXISTING ELEVATIONS ARE SHOWN THUS: F,FL — FIRST FLOOR �OJS� oo2.2 x� C.FL — GARAGE FLOOR PAF. �o� \ ��G• s�Fo� N�, 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 6) o,, N� FLOOD INSURANCE RATE MAP No. 36103CO177H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED �k O� X / X S 00 X 2 2.8 s``Zy '0 \ is / A� / Xzsy� 1.Z �� Fo°o� TEST HOLE DATA Az �o Go�G' (TEST HOLE DUG BY SHAWN M. BARRON M.S. ON SEPTEMBER 21, 2021) O X" I / �O EL 2.7' d 0' X X 27 GONG Z9/ X °O �• SANDY LOAM (SM) g 4HOLE x �� O Oiy� :�.,.`'..,j.?•'. LOAMY SAND WITH GRAVEL (SM) t� X ?O l� Q`� C EL —1.4' 4.1' "v W WATER IN LOAMY SAND WITH GRAVEL (SM) 4.6' XV_ v 3ro �(W WATER IN BOG (PT) 2Z ? a0ls 27 Ff�P�O O JJ 612.9 Ir S� WATER IN MIXED SAND WITH GRAVEL (SP) 4- S v �� qj0 OHO TS� v .e vV-P X G� ��I oA�o 0 61 X g' 'O. lwY v R� X2 AG x/! 55 tiS 41 60 o !0 Xys ,. O y X v. O G PREPARED IN ACCORDANCE WITH THE MINIMUM S STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY P RTHE SUCH USE BYNTTHEPNEWORK STATED AND OPTED LAND fit^ D �� [� LE ASSOCIATION. ^'.• ^ a G� rnn fes. ,.1 o ' (b!b \ m OV 1 0 c.u�2 ,, r "C s v O � a e \ Sotbotd Town 4q.. moBoard of Tam" _ Ac.-No. 50467 VIP., o. X .� a UNAUTHORIZED ALTERATION OR ADDITION v TO THIS SURVEY IS A VIOLATION OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. Nathan Taft Corwin III CYl LA -( COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ^�� CERTIFICATIONS INDICATED HEREON SHALL RUN \ ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In a no LS. LENDING INSTITUTION LISTED HEREON, AND P 9 9 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 32-286A SITE LAYOUT NOTES: TAX MAP # 1000-51-17-04 f I. THI5 15 AN ARCHITECT'5 SITE PLAN 6 15 ZONING DISTRICT R-40 NON-CONFORMING SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION LOT AREA 0.1 ACRES \,-MARION LAKE p� REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. CofO - STORM DAMAGE REPAIR EXIST. / �P / TO EXISTING SEASONAL #37113; OCTOBER 2014 EL.=0.8 EXIST. 2. SURVEY INFORMATION WAS OBTAINED DWELLING c'`) 534°12'40"E _ _ 60.00_ EL.=0.1' _ - FROM A SURVEY DATED SEPTEMBER 24, CofO - ACCESSORY BUILDING E 2021 AND PREPARED BY: (METAL SHED) #Z5216; JULY 11-13 m � o NATHAN TAFT GORWIN III VARIANCE APPROVAL #T111; DECEMBER 11, 2022 Z NATIVE SHRUBS PLANTED N.Y. STATE LAND SURVEYOR o PROPOSED 10' I 5'-O" ON CENTER; LIG. #050467 cu (D Y WIDE PROVIDE NATIVE 15&6 MAIN ROAD FEMA FLOOD ZONE AE (EL. 6) o : N VEGETATIVE J��\F Z EDGE OF WETLANDS AS WETLAND SEED MIX JAMESPORT N.Y. 1114"1 --"- -- o m 41 BUFFER \\�\\�� „ DELINEATED BY SHAWN M. BARRON WETLANDS DISTRICT PERMIT PENDING N 'LU � � \ \\\\��, ` �\�\ PHONE: (631) "127-2010 M.S. SEPTEMBER 21, 2021 ----- a 2 O . 1-4738-04874/00001; \\ >\ to NYS DEC APPROVAL 10/27/22 EXIST. SEPTIC SYSTEM \�' \\ ©� ,\ 'ao o \ \\\\ J SUFFOLK COUNTY HD APPROVAL PENDING TO BE ABANDONED PER \\\� � ` �° \- `\ \� 5r-DHS STANDARDS \��\��\�� \\\\\��\\\ BEDROOMS \\\. L- A "M \\\\\\ \ EL.=2.1' 4J O I HAY BALES 8 SILT LOT COVERAGE U � - I r FENCING DURING --- -- -- - -- --- - - - - - - -- - - EXIST. SHED d GONG. O z PHOT u�i PHOTO AREA % LOT . SLAB TO BE REMOVED - ui - J 3 #5 CONSTRUCTION \ DE50RIPTION (FOOTPRINT) COVERAGE ��/1 PROP. WOOD STAIR ff V + 36" HIGH RAILING AT TOP OF �\ u� LANDING RETAINING WALL WHERE RETAINING PROP. OUTDOOR SHOWER TOTAL LOT AREA 6,000.0 S.F. U c WALL IS > 30" FROM GRADE 5'0I� _ I 4.O;� W/ 17 GALLON STORM i_ MIN. - - TOTAL LOT AREA LANDWARD OF 35' REAR YARD I WATER CATCH BASIN 5,600.0 S.F. - EXIST. BRICK PATIO 0 WETLANDS Q � PROPOSED 8'X4' DEEP DRYWELL _ I I SETBACK Q I GRADE TO BE REMOVED EXISTING DWELLING 500.0 S.F. .3% N I I m 14 _ ( .. EXIST. SEPTIC SYSTEM Q - PROPOSED DWELLING ADDITION 311.0 S.F. 1 5.6% TO BE ABANDONED BY LINE OF SECOND EXIST. �� REMOVAL PER SCDH5 FLOOR ABOVE I L - - - -� - J STANDARDS TOTAL AREA OF ALL STRUCTURES I,I11.0 S.F. EL.=2.6' EXIST. I STORY HD. FR. Q O DWELLING; "MAXIMUM LOT COVERAGE ALLOWED - 20% PROP. HOUSE LIFT 8 p PROP. MECH. EQUPMENT MOVE w/ PROP. OPEN ON RAISED PLATFORM STEP UP w/ GRADVEE PROP. RETAINING WALL -� O I FOUNDATION ON HOOD ----- REQUIRED SETBACKS - DWELLING I O - - ---- -- - - TOP OF WALL EL.=7.1 # PILINGS 8 PHOTO #2' I I BOT. OF WALL EL.=2.6' SECOND STORY ADDITION I REQUIRED EXIST. PROP05ED COMPLIES / (4 BEDROOMS) EXIST. STOCKADE f FENCE PROP. F.F. EL.=13.0' FRONT YARD 35.015.2' 30.1' NO J 16.01 PROP. BURIED WATER LINE u EL.=6.0' - ------------------- I SIDE YARD 10.0' 6.0' 10.0' I YES - - - - - - LINE OF PROP. FTG. 1 - 7 -�- - -_`- - - i I BOTH 51 DE YARDS 25.0' 31.5' 26.0' YE5 I PROP. RETAINING WALL TOP OF WALL EL.=S.o' REAR YARD 3 ' . ' 5.044321.6' NO 10.0' I BOTTOM OF HALL EL.=2.8' 15' SIDE YARD SE(BACK EL.=5.1' PROP. O PROP. PROP. COVERED (V PERMEABLE CURB ENTRANCE � �t GRAVEL , „ ,,,, / = DRAINAGE SYSTEM CALCULATIONS 0) DRIVEWAY O - 150 Ft m I PROP. GRADE NEW IMPERVIOUS SURFACES- 5q. . (9005F) - '7•0' 150 Sq.. Ft. X 0.17'= 161.5 GF - 161.5/42.2= 3.8 VERTICAL FT. OF &' DIA POOL REQUIRED EXIST. 10.0' PROVIDE (1) 8' DIA. X 4' STORM DRAIN POOLS PROPOSED 8'X4' DRYWELL z MAR - 3 4i6 EXIST. GRADE I7R"%rNELL SECT. GALGULATIONS o 1101I sM SCALE: NT5 PROP. RETAINING WALL; EXTEND PHOTO #I ". I I.I' - - 12" MIN. ABOVE ADJACENT GRADE �� " !' '__" - I w HIGHEST EXPECTED PHOTO I I 0.01 - - - +� GROUNDWATER - 0.0' w FOR LENGTH OF DRIVEWAY � i #4 � SM o TOP OF WALL EL.=6.0' _ J61, EL.=5.0' _ BOT. OF HALL EL.=2.7' N34°I2'40"W - - - - - - - -_- - _ - 4.1' - WATER IN LOAMY - �- - - - - - 4b'/5M SAND WITH GRAVEL � EL.=4.0' - - - - - -�-_ I \/ >.►+�► r. . _' �'u'- � PROJECT: I _ PT// WATER IN BOG - -� - - - - -EXIST WATER-----------r- EXIST. 6.0, 1 .:( '4`^ `_ .,# , . EL.=s.o' EXIST. WATER I EL.=2.1' / � � :.. -f. ,�'.• k rh. ¢e y MANDARO VALVE iMETER - - - - - - - - - - - - ////// $Y^ a.� - ^k,. ..:�,ay, „ �_a•,• h .a+ RESIDENCE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST. - - - EX1ST. OVERHEAD it- ELECTRIC ELECTRIC WIRES100 TRUSTEES • TER IN MIXED 2135 BAY AVENUESETBACK SAND WITH &RAVEL $ EAST MARION, N.Y. DRAWING TITLE: EDGE OF PAVEMENT I I.O' _ yl�h f f � ,-� ;r� t: COMMENTS: GROUNDWATER - PROPOSED SITE PLAN B A Y A V E N U E ENCOUNTERED 4.1' BELOW �"" "?*^ -� ►- s°; r PROJECT DATA GRADE - (PUBLIC WATER IN STREET) PROPOSED RETAINING WALL RAILING MATERIALS EXAMPLE. PAGE: EDGE OF PAVEMENT FINAL COLOR FINISHES MAY VARY. FRONT 4 51DE YARD RETAINING S D 1 56" HIGH RAILING ABOVE RETAINING WALL; WALL 4 RAILING WILL COMPLY - TOP OF RETAINING WALL WOOD NEWEL POSTS,HANDRAILING 4 BASE RAIL. - - WITH TOWN CODE WALL 4 FENCE METAL WIRE BALUSTERS ALL 51ZED 4 SPACED O O HE16HT REGULATIONS ON THE DATE:02/24/23 -4-OF 3 _- AS PER NYS CODE m SUBJECT LOT'S SIDE. _ REAR YARD RAILING ATOP _ RETAINING WALL WILL EXCEED - - ----- - ALLOWABLE HEIGHT EXIST. AVERAGE GRADE y�lb b (STREET LEVEL) i OGATED BY NATHAN _ ___ EDGE OF WETLANDS AS 1- 2012 __- ----- - R YARD �- \� -II \ -\ \�- -1\-� \ 1-� _ = - - -� �- I--- -- �- 1 - 1-�1�_ ELEV. +2.8' (p --------- -----_ _ _ GORWIN- L.S. ON JUNE 6 _ III-III-III\ \III=11\III-III-III\\III-III-III=III-I I_I \III-I \III\III-III-III-III-I \III\ I_-11\I \III -11\III\ -III-11\I � - _ 0�T4tJ� CJS. SITE �L�I `� EXISTING SOUTH PROPERTY LINE Or � PROPOSED EARTH � -W FROFE TY L I N� RETA I N I NO WALL ELEVATION FILL (FRONT YARD) SCALE: I" = 10'-0" SCALE: 1/8" = I'-O" PROP. WOOD PROPOSED STAIR O STAIRWAY -2" I-] T I FOOTINGS NEW I I I I I O T 1 T 1-1 T .c ® ON. NEW REAR SETBACK LINE co . 111111 •IIIIIIIIIII ON. r4'-O" 16 +' (V PROP. PROP. BALCONY I PROPOSED EXIST. EXIS-. IST. BATH. OPEN TO � -a3 O PROPOSED7I I RETAINING WALL; I B MUDROOM 69 S.F. ABOVE yRETAINING WALL; I ISEE 51TE PLAN I 2'-O° 5'-�" in m z pSEE SITE PLAN I FOR FULL I — - - _ Y�' FOR FULL LAYOUT - - - —— U '- LAYOUT IEXIST. X c� EXIST. P. o m ;1 ' GL KIT-C ® OUTDOOR N O 1 in I SHOWER O a O EXIST. Ll J/ BEDROOM N I 1 1 PROP. OPEN FOUNDATION; I GANTILLEVERED I PROP. � PROP. 00 1 10" WOOD PILINGS W/ - BEDROOM SECOND FLOOR I EXIST. p BEDROOM 156 S.F. ,�� -� BREAKAWAY WALLS 8 I ABOVE I DINING ' 144 S.F. GONG. SLAB I - —-- O I ' I ' 4'-'TY 2"ROOM 2U nl � Q Q 1 EXIST. 2"XB" F.J. U s W I I BEDROOM ® IE" O.G. -b"- 4J m TO REMAIN _ EXIST. 2'XS" G.J. _ �-JI O ��/2� ® Ib' O.G. PROP. _ _ rr - I I O TO REMAIN BATH. c: I I I 1 XTS P NEW NEW 48 S.F. L v! - - - - - - - - - - (�I - -Q j - - EXIST. I O _ 1�- - - - I - - _ I NEW LIVING r 6 a I j NEW UP ROOM Q c I - - - 1 L - - PROPOSED � - � � PROP. OPEN FOUNDATION; NEN NEW FOYER PROP. WOOD I � FAMILY ROOM STAIRWAY I- - I dJ 1 10" WOOD PILINGS W/ COVERED MEGH. T'-lOy2" PORCH PLATFORM 27'-p° 160 S.F. Q FOOTINGS j = I s I BREAKAWAY WALLS 8 \ I FRONT SETBACK LINE - _ GONG. SLAB I I �- - - 0 I----------------------� 0-v FROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR fi ROFOSED SECOND FLOOR SCALE: I/8" = I'-O" SCALE: I/8" SCALE: I/8" = I'-O" EXIST. OUTDOOR SHOWER 20'-b" EXIST. ON. 12 EXIST. EXIST. 15T. �R - 3 21 I B TH. MUDROOM EXIST. � EXIST. tt ...._:. . w... ... _..-,.e. KITCHEN a (061 o EXIST. MODIFIED SYSTEM 4) BEDROOM CONTROL/ALARM BEDROOM DWELLING (NEMA 4X RATED) ADD FILL TO INCREASE GRADE EL. TO '1.0' 8 5.1' AT I/A OWTS d PROJECT: PROP. F.F. ABSORPTION TRENCHES, RESPECTIVELY. GRADE TO REMAIN LEVEL FOR MANDARO EL.=12.5' MAG SORII 5'-O" IN ALL DIRECTIONS FROM I/A OWTS 4 ABSORPTION TRENCHES. 1:5 MAX. BLOWER SLOPE PITCHED TOWARD5 FRONT LOT PROPERTY LINE ALLOWED OUTSIDE RESIDENCE EXIST. 2"x8" F.J. m 4" HOU5E PROP. BRACKETS AS 18"� LOCKING OF THI5 PERIMETER. SEE ALSO SITE PLAN FOR PROP. GRADING CONTOURS. ® Ib" O.G. REQ.D TO INSTALL ACCESS COVERS EXIST. O MAIN DRAIN w/RISER BEDROOM `t EQUIPMENT ABOVE DFE I (DFE EL.=8.0') 24"m LOCKING 2135 BAY AVENUE NEW OL05ED ` ACCESS COVERS EAST MARION, N.Y. FOUNDATION w/RISER EAST 20" D-BOX w/ EXIST. 2"XS' G.J. (UNCONDITIONED) SECURITY GRATE (BAFFLE ® ib" O.G. I GRADE ® I/A OWTS: I'-0" MIN. REQ'D IF INLET PITCH NEW WATERPROOF DRAWING TITLE: I PROP.=7.0' 2'-b" MAX. RETAINING WALL ---- EX15T.=2.b' EXCEEDS " PER FOOT) EXISTING FLOOR PLAN INV. EL.=5.0' I EXIST. ? ____ _ INV. INV. - L I V I NG --- ------ GRADE ® ABSORPTION TRENCHES: PLANS - - --- --- EL.=4.8' EL.=4.3' Ip' p PROPOSED FLOOR P PROP.=5.1' MIN. PROP.SEPTIC SYS.SECTION ROOM LONG. MIN. 4"� SDR 35 PVC, OR EQ. EXIST.=2.8' EXIST. STUDY KL PIT (DUCTILE IRON PIPE BENEATH - EL.=4.1' TRAFFIC, BEARING SURFACES) ATL. BY INFILTRATOR �p X PAGE: MIN PITCH 4":1. MIN. 4"(P SDR 55 PVC, OR EO. MIN. 4"(p SDR 55 SEE DETAIL) iv EXIST. GRADE TO REMAIN `• •' (D.I.P. EENEATH TRAFFIC PVC, OR EQ. ® BOTTOM OF RETAINING C D�� _ f BEARNG SURFACES WALL (SEE SITE PLAN V MIN PITCH ":I' INV. ' MIN PITCH b":1' NEW HOUSE PROVIDE CAST IRON PIPE � - �, CONNECTION; EXTENDING 2'-O" MIN. FROM ��4D/:2:3]FE,2 OF 3 (MIN.) INV. EL. 5.2' BUILDING FOUNDATION HIGHEST EXPECTED EXIST. — — — — — — '; 0 - ,_,.,,,. 6ROUN EL.=0.0' DN. _+ --"` ` ._ .�. ..�o.. - — — — — — - — — _D WATER ;,...: PROVIDE 12" THK. (MIND = b'(W)xl0'(L)x1.5'(H) POURED CONCRETE PAD "< ''t',�.:<�`.'. `'. •:,� ..,. .... r��y....,..• — _ (4,000 PSI MIN.) w/(2) ROWS OF #5 REBAR® '_ " " BED OF SAND OR PEA 2" MIN. DROP REPLACE EXIST. SOIL �(G(�, Q��C b" O.G. (BOTH DIRECTIONS);ANCHOR FUJIGLEAN GEN5 GRAVEL BENEATH (PROVIDE END GAP TREATMENT UNIT TO PAD PER MANU. DETAILS 245 NITR06EN REDUCTION SYSTEM DISTRIBUTION BOX TYPE LEVELING w/GLEAN SAND (SP/SW SOIL TYPE) ��5 t1� M. DEVICES AT OUTLETS) ti X I STI NC FIRST LOORFROPOSED SEPTIC. SYSTEM DETAIL � ��'�"�`� te� ,, , a SCALE: I/8" = I'-O" y `y• •- I � SCALE: NTS037405 ,v T� 017 IN , 55' REAR YARD-\ 55' FRONT YARD SETBACK SETBACK co 7 cy) 41 N -E -U-1 11 0 t oj� u-) >: (D PROF. BALCON`r� c: o) Z 1 1111 LIL i 1] 11-1-1 -1 L I-Ell 11 11-1 L cZ5 0 0 x lit -1 lul Li j 00 4� CD it 11 ij Ll Lt 0 -Z — cu 41 La PROP. ENTRY L I THI 1111111 11111 111 1 Hill III Ill 1111 11 1 111 L I T nFi]]., /,PROF ENTRY STAIRS(HOOD) STAIRS (VAOOD) -Ii.-J 70 PROPOSED OPEN SOUTH 0 FOUNDATION K/ PROPERTY PRO (D BREAKAKAY K4,LLS P05ED FILL LINE m NORTH -1 VEL)ob + 17 (STREET LE PROPERTY EXIST. AVERAOE ORADE TMW wm�; LINE 7r—1 Ari---111711A11 I I Li I =1 I �:=l I =1 I I ELEV. c ip- i-r T,-, 77-, T 777 j 15ASELINIF-ot =7 Ir Tj11 7 T 1-1 TIT T-1-1 I ELEV. +0.0`F \\-EXISTINCv NORTH ELE\/ATION (LEFT SIDE) EARTH SCALE: I/a" 1'-0" IjIllf-ROP. RIr,>0E HE10HT LFROM BASELINE 0.0) 'VELEV. /PROP. RlDor HrzIiSHT FROM PROP. AVERAOE 64RADE L-1 I PROF. BALCONY-\ I Ill 11 ILI lul- 11 1 1 1 U1 tilt 1111 36" HIOH RAILINO ABOVE t AhPIROP05ED FINISHED SECOND RETAININO KALL; -1q�ELEV. .9,' FLOOR PqOOr,> NENEL POSTS, HANDRAILINO 4 BASE RAIL. PROF ENTRY t METAL KRE BALUSTERS ALL SIZED 4 SPACED AS PER STAIRS 04000) PROP. MECHANICAL NY5 CODE PROP05ED FINISHED FLOOR t [ill j LI I -CLEV. +10.0' - PLATFORM (HOOD) Ll Lu it FEMA DESION 00 LEV. I PROP. OuTrl>OOR-\\ ELEV. +b.0' 5HOKER(OPEN TO ABOVE) -kFEMA BASE FLOOD ELEV. ELEV. +il SOUTH -6PROP. A\/EPA&-= ORADE PROPERTY PROPOSED RETAININO KALL ELEV. +5.0' LINE 2 m K/56" RAILIN& J%EX15T. AVERAeE ORADE 0 ELEV. +2.5' -ri i L-7i i i i 177771 Ti i i7f-5 H1 -11 11 1`F1T-`1-W--F1-1 'M ''M "M .. 1'''M .. IP11-111-111-111-111-1 — —I I �=-i I 1=1 11-111-111-111-111— 1 — I— I— �1-11 --AE3ASr.LlNr= 1:7:111— Ti-, 77 T F77 7-FT T-1-1 7 ELEV. +0.1�ORTH FROPERTYJ �PROP. RETAININr- \\-r-XISTINr- \-FROPOSED FILL w LINE KALL K/56" 11-116H EARTH EAST ELE\/ATION (REAR)- RAILINO`01 NEST ELF-\/ATION (FRONT) SCALE. 1/95" 1'-0" SCALE: 1/�5" 1'-0" PROJECT: MANDARO RESIDENCE 55' FRONT YARD 55' REAR YARD SETBACK SETBACK 2135 BAY AVENUE EAST MARION, N.Y. 2102" 1211,16,121 U 111111 Hill 11 RAW NG-T TLE: lu ILH a fl-H lu PROP. 5ALr-ONY PROPOSED EXT.ELEVATIONS L m LI I -H U. A lu PAGE: 11 Lm 11 A 111111 1 L PROP. ENTRY SD-3 a�y STAIRS (NOOD) -D 0 - - 11 PROPO51Z PEN\ 11 1 Lit flj -1 1 FOUNDATION IeV -1L lul lit I I t., r-,7z -n.-O.. BREAKAKAY k4ALLS jj " I i,I I I PROP. OUTDOOR DATE:02/24/2. 3 t]Lj IM � I-,- 1� 11 Ill 111111 11 SHONER(OPEN TO DIFE ABOVE) �,r�O AIRC ELEV. +&.0' MEOHANICAI ED&E OF HETLANDS PLATFORM I AS DELINEATED BY N1, NEST SHA1,4N M. BARRON, M.5. ..A h SOUTH ELEVATION (F,10HT 50t) 0 Z-4,7 4 OF tA SCALE: Ile," 1'-0" Cantrell, Elizabeth From: Brooke Epperson <bepperson@amparchitect.com> Sent: Monday,April 10, 2023 9:47 AM To: Cantrell, Elizabeth Subject: Mandaro 2135 Bay Avenue Attachments: 20230410_090943jpg; 20230410_090954jpg Hi Elizabeth, Attached are photos of the tape marks on the existing house to show heights for the retaining wall and first floor.- We also placed the flags to show the house and RW locations on the property. Thank you ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 t t '1.... ♦.�.. r wry e a-..,-�... S, a a � N. a 1 ' > y yq t { gyp Y r s in FEE AA 1.4 a14. Avc44 e M V�'j w w�x +ill x a f f� e b " �`. y j �wv� �o.''� � y'b>� Y °; "^k yam'• E ..�i Jt+ *A%�4I iiEF f Sx .V,� t} �a .*�r� s �..z"d✓�.. .. .cr»n6a, a r:k _ �,�8. *�«[alN1^'?'�'m�" r I I I1 ""�'�`--,�..---�--�-- "`�..�—.+�..r--=•'"'s:.'"":`s'-...... rte,,-:-..... -:_...._ • 1�� ems,.:. '°x' e - 77�7 S \ r ..,.„.,�....'..II 58 p B Hol- 4 < r � P s r i, vrA r P,. >s � _ 9 ,.�� a ° #`e za ,e .,�„ .,,;s,tet;;,•° ra"' -�»-�"` - k � P�- e r s � NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental permits.Reglan 1 SUNY Stony Brook,50 Circle Rond,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0260 October 27,-2022 Stephen Mandaro 47 Beverly'Road Hawthorne,. NJ 07506 :Re: Permit lD 1.4738-04874/000'01 Mandaro Property 2135 Bay Avenue East Marion SCTM.# 1,000-31-17-4 Expiration,Date: 10126/2027 Dear Permittee; In conformance.with the requirements of the State, Uniform Procedures,Act (Article 70, ECL) and its implementing regulation's (6 NYCRR, Part 1521) we are enclosing. your p permit. Please carefully read all permit icbriditions contained in the permit to.ensure compliance-during therterm-of t'he permit: If you are:unable to comply With any conditions, please contact us at the above address, Also enclosed isa,permit sign which it,to be-conspicuously,posted at the project site and protected from the weather and a'Notice of Commencement 1 Completion of Construction form., Please be advised that this,permit does not relieve you,of the responsibility of obtaining any necessary permits or approvcilt-from local municipalities,or other agencies. Sincerely, Matthew R. Penski Environmental Airl'alyst Distribution List: AMP Architecture LLC BEH File. M ORIC Department at urroenvmr Environmental Conservation r a P Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION `imbue Facility DEC ID 1-4138-04874 PERMIT Linder the Environmental-Conservation Law (E CL) Permittee and Facility Information Permit Issued To: Facility: STEPHEN MANDARO MANDARO PROPERTY 47 BEVERLY RD 2135 BAY AVEJ1000-31:-17-4. I-IAWTHORNI✓,NJ .07506 EAST MARION, NY 11;939 Facility Application Contact: AMP ARCHITECTURE PLLC 1075 FRANKLINVILLE RD LAUREL,-NY 1194& Facility Location: in SOUT14OLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 723.793 NYTM=N: 4555:897 Latitude: 41907'24.8" Longitude: '72°20'.03.0" Project Location: FWW GP-1 Authorized Activity: Raise the existing dwelling pact move onto an openfoundatiop onpilings. 'Constnict a 2nd-story addition, covered entry, mechanical equipment on a platform, stairs and landing, outdoor shower, retaining.walls, drywell,permeable gravel driveway, and utilities. Abandon the existing sanitary system and install a new L/A OWTS.Remove the existing brick patio, shed, aid concrete slab. Establish a 10-foot wide native planted buffer. All work shall be'done in accordance with the plans by AMI'Architecture LLC dated,09/26/22, and stamped NYSDEC Approved on 10/27/2022. Permit Authorizations Freshwater Wetlands -Under Article 24 Permit ID 1-47)8-04874%00001 New Permit Effective Date: 10/2712022 .expiration Date: .10/26/2027 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance.with the CCL, all applicable.regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Regional Permit Administrator Address: NYSDEC Region I Headquarters SUNY @ Stony fool 50 Circle Rd Stony Brook,N 179 -3409 Authorized Signature. Date'/ Z- Page I of 6 i I 1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04874 Distribution List AMP ARCI i,rECTURE.PLLC Habitat Erivifonmental'Permits F__ Fcrinit Components NATURAL RESOURCE PERMIT CONDITIONS i -.GENERAL CONDITIONS,APPLY TO.ALL AUTHORIZED PERMITS i NOTIFICATION OF-OTHERPERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following_ Permits: FRESHWATER WETLANDS i. Notice of Commencement At least 48 hours prior to-conimencennent of the project, the permittee and contractor shall signand return the top portion ofthe enclosed notification form certifying that they ate fully aware of-and understand all terms'and conditions of this permit. Withiui 30 days of completion of project, the bottom'portion of the form must also be signed and returned, along with photographs of the,completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted ina conspicuous location on the worksite and adequately protected fi-om.the weather. 3. Conformance With Plans All.activities,auihorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent.as part of'the permit application-. Suci approved plans were prepared by,AMP Architecture LLC dated 09/26/22,and stamped NYSDEC Approved on 10/27/2022: 4. Work Area Limits Any work; disturbanec,,.and or storage of construction materials shallbe confined to within the limit.of clearing and ground'disturbance shown on the'-approved plan.- 5. Install and Maintain Erosion Controls Staked hay or straw bales or other DEC-approved erosion control measures are to be:installed on the downslope edge of any disturbed areas. This barrier to sediments is to be put in place before any disturbance of'the ground occurs and is to be maintained in'a functional condition until all disturbed land is heavily vegetated. 6. Silt Screen to Be Recessed Silt screen shall be recessed sic inches into the ground. 7. Maintain Silt Screen The screen shall be maintained, rcl?aired and replaced as often as necessary to ensure proper function' until all disturbed areas arc permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. Page 2 of 6 a Aft NEW YORSTATE DEPARTMENT Ole EN KVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04874 s. Maintain Undisturbed Wetland/Water Body Buffer A 10 .foot buffer of undisturbed Natural vegetation shall be,maintained landward of the wetland and/or water-body at all times.. 9. Area Planting Specifications The proposed 10' wide vegetative buffer area shall be planted with native species and allowed to,grow naturally.and remain undisturbed as follows : as shown oil the. approved plans. 10. Equipment Storage 100' froin Wetland,Water Body All equipinent and machinery shall be stored and safely contained greater thwi 100 feet landward of the regulated wetland or water body at the end of each work day. This will serveto avoid the inadvertent leakage of deleterious substances into the regulated area. 11. Authorized Iriirovative/Alternntive.0usite Wastewater Treatment Systems.(1/A OWTS) Scptie Systems This permit authorizes (lie.installation of any models of 1/A OWTS.septic system whie.h Have received theapproval of"the.S.uffolk County Department of Health Services.(SCDHS).. If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longet approve new installations of that model. 'the list of I/A O)AITS systenis whichhave reccive.d approval by SCDi-IS are found on the Suffolk County Website under the Reclaim Our Water`- Homeowner section at: Overview of Provisionally/Approved Technologies. 12: Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systcros.(I/A OWTS). The permittee must maintain, service and repair the.installed I/A OWTS in accordancewith the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDFIS) permit issued for the system. 13. Runoff and Discharges Directed to Drywells All,roof rungff and/or,pool discharges-shall be directed to drywells located as)sliown on the approved.plans. _ 14. Conereie Leachate During construction, no wet or.fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall,be: used. Wet concrete shall not be poured to displace water within the forms. 15. Driveway of Permeable Material The driveway must be surfaced with a,permeable material. 16. Clean Fill Only All fill shall consistof clean soil,, sand and/or gravel that is free of the:following substances: asphalt, slag,flyash, broken concrete, demolition debris, garbage, household refuse, tires_ woody materials including,tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is'expressly prohibited. 17. Materials Disposed at Upland Site Any demolition debris; excess construction.materials, and/or excess excavated.materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater Wetland. These materials shall be suitably stabilized so as not to re-enter any water body,wetland, or wetland adjacent area. ls. Seed, Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon.completion of the project, within two days of final.grading, or by the,expiration of the_permit,whichever is first. Page 3 of 6 YEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1.-473$=04874 I.% Temporary Mulch, Final Seeding If seeding.is impracticable cine to the time of year,a.temporary mulch shall he applied:and final sceding,shall be performed at.the eariiestopportunity, when weather conditions.favor germindtion and growth but not more than six months after project completion. 20. Minimum %,Vegetative Cover Sui.table.vegetative cover is defined as a minimum of 85 "% area. vegetative cover with.eontiguous uhvegetated areas no larger,'thati 1 square foot in size. 21. State Not Liable for Damage The State of New York shall in.no case be liable for any damage or injury to the structure Or work herein authorized which may be caused by or result.from future operations undertaken by the State for the conservation.or improvement of navigation;or for other purposes, and no claim or rightto compensation shall accrue-from any such damage.. 22. State May Order Removal or Alteration of Worit If future operations:by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Envirorunental Conservation it shall cause unreasonable obstruction to the free navigation of-said waters or flood flows or endanger tl1e]health,.safety or welfare.of the people ofthe,'State,.or cause loss or destruction.of the natural.resources of the State,.the owner may be ordered by the Department to remove or alter the,structural work,,obstructions,oi•hazards caused thereby without expense to the State, and.if,.upon the expiration or revocation•of this�perinit; the structure,fi11,excavation;or other niodif ication of the watercourse hereby authorized.shall not be completed, the owners,.shall,without expense to the State,and to such extent and.in;such.time and manner as the Department of j Environmental Conservation may require,remove all or any portion of the uncompleted struchru`e or fill and restore to its former condition the.navigable-and,flood capacity of the watercourse. No claim shall be made against the-State of New York on account of any such removal.or alteration. 23. State May Require Site Restoration If upon the expiration or revocation of this permit, the j project'hereby authorized.has not been completed, the.applicant shall, without expense to the State, and to.such extent and'in such time and manner as the Department of Environmental Conservation may lawfully require,removeall,or any portion of the..uncompleted structure or full and restore the site to.its former condition. No claim shall be made'against the State of New York on account of any such removal or.alteration.. -24. Precautions Against Contamination,of Waters All.necessary precautions shall be taken to .preclude contamination of any,wetland or waterway by,suspended solids, sediments, fuels, solvents. lubricants, epoxy coatings, paints, concrete,aeachate or any other environmentally deleterious�riiaterials associated with the.project. s 1 . i Page 4 of 6 Ask NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSi;RVATION � Facility DEC ID 1-4738=04874 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection. by The Department 'The permitted.site or facility, including relevant records, is subject to inspection at reasonable hours-and interval's,by an authorized,representative of the Department of'1✓nvironmental Conservation (the.Department),to determine whether the permittee is complying with this permit`and the.LCL.. Such representative may-order the work suspended.,pursua»t to ECL 71- 03U1 and.SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, includ ng all referenced maps, drawings and special conditions,,mustbe available for inspection by the Department at all times at the project site or facility. 9�ailure to produce 6.copy-of the permit upon request by a Department representative is a violation 617-this peri-nit. 2. Relationship of this:Permit to Other Dcpartmeot Orders and Determinations. 'Unless-expressly provided for by'the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms; conditions or requirements .contained in such order or determination. 3'. Applications For Permit.Renewals,Modifications or Transfers The permittee must submit a. separate,written application to the,Department for permit renewal, modification or transfer.of this. permit. Such application must include any forms orsupplemental information the Department requires-. Any renewal;modification or transfer granted by the Department must be in writing. 'Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDLC Region l Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee itust submit a renewal.application at feast 30 days,before permit expiration for the following permit authorizations: Freshwater Wetlands. 5:.Permit Modifications,,Suspensions and Revocations by theDepartment The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspepsion.or revocation.include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failureby the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as.described in the permit application; d. newly discovered material information or a material change in environmental'conditions; relevant technology or applicable law or regulations since-the issuance of the existing permit; Page 5 of NEW VORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC iD 1-4738-04874 c. noncompliance.with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the.Department.related to the permitted.activity. 6. Permit Transfer Permits are transferravle'unless specifically-prohibited by statute, regulation or another permit condition., 'Applications for permit transfer shoulcl be submitted;prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS i Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee;excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Departmentof Environmental Conservation of the State of New York„its representatives, employees, and agents("DEC".)i'or all;claims, suits, aciioris, and damages, to the extent attributable.to.the pernnittee's acts or omissions in conn ection�with'thc permittee's undertaking of activities.in connection with,or operation-and maintenance of, the facility or facilities authorized bythe permit whether in compliance or not in compliance with the ternis and conditions of the permit. This indemnification does not extend to any claims, suits,actions;or damages to the extent attributable to.DEC's own negligent or intentional acts"or omissions, or to any claims,,Suits, or actioils naininb the DEC and arising under Article 78 of-the New York Civil Practice Law_s and Rules or any citizen suitor civil rights provision under federal,or state laws. Item.B: Permitt:ec's'Contractors to Comply with Permit The.permittee'is responsible for informing its independent contractors, employees,agents and assigns of their.responsibility to comply-with this permit, including,all special conditions.while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental'Conservation Law as those,prescribed for the permittee. item C: P'ermittcc�Responsible for Obtaining Othor Required Permits The permittee is-responsible for obtaining any other permits., approvals,lands, easements-arid rights-of: way that may be required to carry out the activities that are authorized by.this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This,permit does not convey to the permittee;anynight to-trespass.upon 111e-lands or interfere-with the riparian rights fof others,in order to perform the pettnitted 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. Page 6 of 6 PRO-EGT ZONJ!Y DATA _ IZZLS vARoN LwtE� 'Si. 4•/ AaCN:rEcr9 a-5r or L:CEw`iE --NO°IS'RIG-_ - R-An 40N-Vf.TORHING 3,•2.nE ��'° � ��.:�, oacrsz to o vx. �� -''as�:.��;: � ceL,�o viwu+'M�aaa.K .' ..ev.v°s� .< •�r`�'K�nasT __ Avw°v:a. _.___. 1- _ ��a�-�) --_— E c.^'.:,:=` ii., �srA - , �z.. _:.,:,s r ` �ti I NAr�.SILT ��rn,`>� _`.'� ..._._.- -�_� - _._.-^___._--•___� 6" Fr+oPa��R KKR �' r- C. _ — w.L_s._o roan„RAo= ,I — _ —ZI F — 'b' J srs Y+°PosEoNW AMIT�ox 1 ,I e.l - I srA4E1'OVmAoOs r°TAS AREA a- !_ a 5._L-_ I,.�_ I N.NEw VETO eL•26 ALL 9TR4:NZ_ .IUN65• J RED 9ETBALKS-DNELLINfi - -.� M. v —r S—=/ .A CLOG") o I oN Rasm P_nr=w.. I I —17. I E%IST PRo°O5� I 'LMP_�_5 ••.,• PxLP.n�°H.C-41.FTRlTT I m0 ,,,, n. .b` ' I' rRo=®wm wArEa uNe rRovr rARo ssn' ism i No I � - g Si- -j e� REAR YARD I 14— J I o�'.'r,,� wAra. �µiol9 /w.o.l 4ad2d?d22 r, �MANDARO RESIDENCE e w.N wveL Iw.eC SYSren euuvAn 2135 BAYAYFNVE riP.SRPAee3•aSn 5q et FAST MARION. ,Y. RROMSEO SIfE RAN _ BAY AVENUE eRecRa��•''°°O" �ECf DATA 'c„A R IN sem' DRYNELL 5EGTION 4 GALGULATION5 ExO Cr PAveneN! T— SGALC,NTS-- rAaF. r II SD-1 J'r leu LOCATED BY NATHAN A'sr Yee°aA7e VVETL A5 L -M ANDS A tsweT Lcrc+, 4U�'P�� 'AF EC--r Or GORWIN L.S.ON JUNE 6.2012 _ 51TE PLAN scA1e,I•.lo'-0• N—N PROPERTY LINE RE AININO NALL ELEVATION'S � YJE,°3rios yp�� O°A:.2i 1/B'•Ib• OF NEW r :y. r SiJ. S IMF, ,�`,., k��. ever• - a -+� � � J 116 ^ f( s ��' ern .T�M1� ':.^ fii"..L�„•" � � � � i• ae„ O.tUn� r t _ .q .-.. •IP.. lyy E—ND OYd afC.x0. %E sEc,NO aw AaNA . •�n taae ' +a+� 1�y 1 E r�°♦N �in ouEbwia� ,_ 11 Ix %A OB-06ac ��`1� k � -Mxtu,�""4 ,V'- 0. ' EE' '1 6 y Cyy,.`'�' n q towarounc<o m � •�� wk \4? { \0� (t. a 1M t:'°! ,alq ��i• ,+ � �� Y Y,`• c • B 0A ° ". 1 1 � r. Y Hb �..1 + .i 1� �'.w.4 'L E� Y f Yak ! • � + I Y� '° ,�, \ a• ,�\._ir.. t w'1'E pr �,� Zo a a+x' y w y 4• �d�•a ox2x a: �\. s r" w-'"+ r o°""91 `! •,a 6 ."` '\;yY � ., .VI'tar�4 r i n -s xz s x .- •7 s y •, N� •3 t k9 k ax s •' ,:#` . a� � • �`� a,W°t.Y'ai 4. " x qSX,1eN1 �: r 4 ~ .,# � � 'o, 1 , ♦ �. a✓ ; .,y a •r iy'at,�'^., s!":, ..� r :'� -LAIN � � , Ya � 't' �. ., ,N ¢,a w ' �y, `t, a .x a se��Sil a aN�' .• M ...'.e' _,,,.t v -tn- ar-ww-_' � + d � , ai:; ,+Ma �-Ea, r-�� .s__ x;,.0"°."'. xr � =',qs.,Y \ �'t♦e N.t 6 ,•`� x. .. Gb __r., $• °`+�- A ± •s � �tb Y 1 Sra 04' .,+ °� sl 'Y' eAa � ,o •\ a •`,;'� '', sa,A.ns q ,, ,o t { �._� >>3v, al .. 14 v 711 Sv "t,K X 4 + o,.a-oe „a a-.. q$�� •"• °µpl £ x.sE L \ °uw •{ .# m, vxi 1 e e ► A�w s 1 9 y, v s o �♦ �� ,+ ey�\9: \��,°„� +.+ SII r-.^ ��.'•. '�"'`f a;`.� ♦..\ � s� ,w'-. 00 l� vu�a�<am,r `4y�<i d tQ,y- a•S' ~t.+°s ♦.j. .. e,•t.y^"rs e` .�!; a �• .. , ' naaaT. , ♦e- } a,ae. r,0,i a + � ,..$' I' '� i � v . 06D1 i3 .•h' X1,.31� � .l• � � +�+ I �.• ,�,1 •.•p, I'fib. ,i:WI. - - b. M ,,h )0A ' '.., °.r y ♦Sr •w� `'` `\' Fr' "C`YYCC , '.1 —13Ldx ar'a' ,� ,''�t `♦ a� 1jt'.F ;a .�" E`N: <'♦ •+'s`• 1Q41 t .» au l 1 0•. Y' �• e q. ! +e;9 \ •.\` ��' +a n'�,+a 4., ri a i+ Is 1 w 4 / / 3 I k Z` Tavwl oc souTNan .. '♦,, �;. ."\' Ix 1° ,8 { .er tea'.a*♦lp'4 /fl`.E\ � 3•b q ,~Y �a a. •'ti 3 ! r d< bey w 1 , *, �, e,' S \,e ?,a 41• / .1. ..`y �Y• MARION I �?„`\� �. sA s1,., .+..,.a � .aSQO� ♦. � �y i ;aj♦4 ! � @`�y,� r r , �!a s $ \��... a R_ rt .! Y$� . a 7�,♦ + I ,�, R- i ,° p`� s >' w-r1C ,a.ayH �•, �'" � '+ w. •.\v" `�' E +�\s .�+ eh °•r, ,s• ,e, +o s'�� Pt �o 4 /S as '+ ¢i,t •.g I qc I,� s,. a' -'Fi' 9;81 4 aatiw li} 4. ;. S -. , :•A '•r,'�i` v' a ,� E. 2 `�y T .I ✓ 8°a s'!aC'L. 'k . LLL � ,d . ; . s,yPc�,f ,#Sd�Yr,y 41 ``.�� j b s ;� tiE,� .a I :_7,� '•.0 a� ♦ /,,Y {• .E. � { trey�} �\\ - ie�;.. e\ \••.� sA, .+y,,s .ger +2v.`G'�°! '/ ,s. \a•^�'Id c; \�n'v '�s. .,..-� t ".P, + ♦ �o ''�..a fy "A wb � .y t''4<..'{!i .,�, 9 e.,'sY z y �'. .r. -'° ��1. '• 3".'�' �+ `O Ss +� ¢ \ MARION LAKE rax ac Nab E �• 9 y +E I '6/��1 .I `/, xs+ +. a�! au1Ni } b.`e9ae SEESEc. v, a `q i ♦ ♦ Xh s zM \ Tlav bpvrtwln ,•-'{p, • P 1+q o-.-..o�. wwvwca ° ,, te r:.« + % � �rsD 'y6 'q �..• 2AW 2- -N _ o „ ��E�� 4 I. u fi .•$F v"'Iq'i,�i $�'. � tkt ��a.p: �o♦',%:. ."""••,'"••°•",•". – — ..' ,. COUNTY OF SUFFOLK Bi R Nance 1M p r. N -- M �" —�— t, t �rr.1k:3<cric<Aaenry I.nxxwrF..,aa,,,fN soba r _ ..'—' wr� a...�. x�u� e„ew� . ,,r+a�.IY.c•Nn4♦>rioa wat�lkp Y X — •rw———.—— W � eplll1101D p .+,�-- ix,.w •-�• -- .........•. IZtI .. <>P "• „ x+noirt uwrnai rpxieerarce p OFFICE LOCATION: ' MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 w R m LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 13, 2023 Re: LWRP Coastal Consistency Review for STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS SCTM# 1000-31-17-4 AMP Architecture on behalf of STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS requests a Wetland Permit to remove the existing 4'x4' outdoor shower, 6'x5' front entry stoop, 418sq.ft. at grade rear brick patio, existing roof, existing septic system and existing foundation locust posts; for the existing 40'3 '/2"x20'6" (800sq.ft.) one-story dwelling and to lift, relocate and construct additions to the dwelling consisting of an open foundation with breakaway walls using approximately (15) 10" diameter wood pilings; construct a 6'6"x8' (52sq.ft.) and a 1'3"x9'8" (26sq.ft.) two-story addition; construct a 29'x27' (783sq.ft.) second floor addition; construct a 20'6"x5'7" (114.8sq.ft.) second story seaward balcony; a 6'6"x5'9" (37.3sq.ft.) front covered porch with a 7'x9'3" (64.4sq.ft.) front uncovered porch and entry stair; 44sq.ft. rear entry stairway; 42sq.ft. mechanical platform with steps; 4'x4'6" (16.5sq.ft.) outdoor shower (open to above) with 17 gallon storm water catch basin; install a new I/A OWTS system on the landward side of the dwelling; install a retaining wall with 36" high railing and rear stair at north/west sides of property consisting of approximately 30 linear feet being 3'5"high, 16 linear feet sloped from 3'5" high up to 5'4" high, 53 linear feet being 5'3 '/2" high (heights taken from existing average grade); proposed retaining wall at south side of property consisting of approximately 43 linear feet being 3'5" high from existing average grade; a total of approximately 9,645 cubic feet of fill will be required, 2,760 cubic feet will come from site excavation and 6,885 cubic feet of fill to be brought on site; install a new 654sq.ft. pervious driveway with curb; install one (1) 8'x4' deep drywell to contain roof runoff; and to install and perpetually maintain a 10' wide vegetated non-turf buffer along the landward edge of wetland vegetation. Located: 2135 Bay Avenue, East Marion. SCTM# 1000-31-17-4 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, I recommend that the proposal is CONSISTENT with LWRP Policies and with the LWRP. The Southold Zoning Board of Appeals issued a determination on December 15, 2022, finding the action consistent with the LWRP and imposing certain mitigative conditions imposed by them: FEMA compliance, no disturbance to neighboring lots, install a 10' wide non-turf buffer, and a I/A OWTS among others. The retaining wall on the property boundaries is inconsistent with the community character and although is necessary for high groundwater water conditions with new sanitary system technology, it will divert flood waters to adjacent properties. Essentially it creates a raised island. Expansion of structure and sanitary flow on these sensitive, substandard lots adjacent to wetlands and within flood zones is contrary to good planning, even with new mitigation applied. Historically the structures on these lots were small cottage types and better fit into the streetscape. Structure within these areas should be minimized. The west elevation shown with fill could adversely impact Bay Avenue by diverting floodwaters. 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 ��0� cpGy John G. Stein,Chairperson y Town Hall,53095 Main Rd. Lauren Standish,Secretary %'W_ P.O.Box 1179 • `F Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold I At the meeting of the Southold Town Conservation Advisory Council held on Wed., January 11, 2023 the following recommendation was made: Moved by Caroline Burghardt, seconded' by John Stein, it was RESOLVED to SUPPORT the application of STEPHEN & FORTUNE MANDARO for the removal of the outdoor shower, entry stoop, brick patio at grade, existing roof, existing septic system and existing foundation and proposed life and relocation of existing one- story frame dwelling. Construct open foundation with breakaway walls, two-story additions, front covered porch, front and rear entry stairways, proposed second-floor second floor addition, mechanical room:with steps, outdoor shower, new IA OWTS at front of property, proposed retaining wall, new pervious driveway and new buried drywells. Located: 2135 Bay Ave., East Marion. SCTM#31-17-4 Inspected by: Caroline Burghardt Vote of Council: Ayes: All Motion Carried i l i i I � I A M P Arch i to ct u re Address:10200 Main Rd,Unit:3A P.O Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build March 3,2023 Wetlands Permit Application Mandaro Residence r-�� •- " ,�� 2135 Bay Avenue 0 `� 't•- ' ": . East Marion, N.Y. 11939 a SCTM: 1000-31-17-04 I MAR - 3 2023 �� Project Description: )� — —E? .:4.•�,=> _ Removal of the following. Existing Outdoor Shower: 16 SF,4'-0"x4'-0" Front Entry Stoop: 30SF, 6'-0"x5'-0" Rear Brick Patio at Grade:418 SF Existing Roof Existing Septic System Existing foundation locust posts Proposed Lift and Relocation of Existing 1 story frame dwelling: 40'-3%:"X 20'-6" (800 SF) Proposed Open Foundation with Breakaway Walls: Approx. (15) 10" 0 Wood Pilings Proposed 2 Story Additions: 6'-6"x8'-0" (52 SF); 2—1'-3"x9'-8" (26 SF) Proposed Front Covered Porch:5'-5"x5'-O" (27.5 SF) Proposed Front Entry Stairway: 65 SF Proposed Rear Entry Stairway:44 SF Proposed Second Floor Addition: 29'-0"x27'-0" (783 SF) Proposed Second Story Balcony(open to above):20'-6"x5'-7" (114.8 SF) Proposed Mechanical Platform with Steps:42 SF Proposed Outdoor Shower(Open to Above):4'-0"x4'-6" (16.5 SF) New IA OWTS:To be installed at front of property Proposed Retaining Wall with 36" High Railing& Rear Stair at North/West Side of Property:Approx. 109 linear feet Proposed Retaining Wall at South Side of Property:Approx.43 linear feet New Pervious Driveway with Curb:Approx. 654 SF New Buried Drywell: (1) @ 8'x4' Deep Drywell Approximately 2,760 cubic feet of earth to be removed for proposed septic components excavation. All to remain at site for backfill 8,159 cubic feet to be used for proposed regrading Page 1 of 1 i Cantrell, Elizabeth From: Brooke Epperson <bepperson@amparchitect.com> Sent: Wednesday,April 5, 2023 5:01 PM To: Cantrell, Elizabeth Cc: Anthony Portillo Subject: Mandaro 2135 Bay Avenue Project Description Hi Elizabeth, As per our phone conversation,please see the following updated proposed item descriptions: - Proposed retaining wall with 36" High Railing& Rear Stair at North/West Side of Property: Approx. 30 linear feet @ 3'-5" high, 16 linear feet sloped from 3'-5" high up to 5'-4" high, 53 linear feet @ 5'- 3 1/2" high. Heights taken from existing average grade - Proposed retaining wall at South Side of Property: Approx. 43 linear feet @ 3'-5" high from existing average grade - Proposed Front Covered Porch: 6'-6" x 5'-9" (37.3 SF) - Proposed Front Entry Stair& Uncovered Porch: 7-0" x 9'-3" (64.4 SF) - A total of approx. 9,645 cubic feet of fill will be required. 2,760 cubic feet will come from site excavation; 6,885 cubic feet of fill to be brought to site We will also be going out to the site to mark out the proposed retaining walls, house location and heights for the retaining wall and first floor. Please let me know if you need anything else. Thank you Brooke Epperson Senior Architectural Designer A M P Architecture Design + Build Office: 516-214-0160 www.amparchitect.com ATTENTION: This email came from an external;source. Do not open attachments or click on links from unknown senders or unexpected emails. i DiSalvo, Diane From: Brooke Epperson <bepperson@amparchitect.com> Sent: Thursday, March 2, 2023 12:18 PM To: Cantrell, Elizabeth; DiSalvo, Diane Subject: Pre-Submission Site Meeting - Mandaro Attachments: Mandaro 2135_TRUSTEES_REV1_022423.pdf Hello Diane and Elizabeth, We would like to schedule a site meeting prior to our application receiving a hearing date. The project is for Mandaro, 2135 Bay Avenue, East Marion. You should already have this application,we just received the ZBA decision and Kim forwarded that information to your office last week. Please bear with me,Jessica's last day was Tuesday. I want to say you were given updated plans(physical copies from us) last week but I'm not 100%positive. I attached the plans for your reference. Please call me if you have any questions, 631-834-5238. Thank you i Brooke Epperson Senior Architectural Designer A M P Architecture Design + Build Office: 516-214-0160 www.amparchitect.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. `tOC.Q ORDS eAtZp TV 11- 1191 TAX MAP+ 1000-31-M-04 SITE LAYOUT NOTES. VNB I. THIS IS AN ARCHITECT'S SITE PLAN 6 IS ZONING DISTRICT R-40 NDN-CONFORMIN6 SUBJECT TO VERIFICATION BY A LICENSED t�ON SURVEYOR. THE INFORMATION LOT AREA 0.1 ACRES MARION LAKE p(> REPRESENTED ON THIS SITE PLAN 15 TO THE EXIST. J'� ARCHITECT'S BEST OF KNOWLEDGE. Cof0-STORM DAMAGE REPAIR TO EXISTING SEASONAL +37193;Or 2014 n EXIST 2.SURVEY INFORMATION HAS OBTAINED DWELLING S34.12'4O'E _ 6000_ EL.-0.9' FROM A SURVEY DATED SEPTEMBER 24, LofO-ACCESSORY BUILDING j TI 2021 AND PREPARED BY. (METAL SHED) +Z529b;JULY 1973 DO M1 Vt 1p�� E� NATHAN TAFT LORWIN III VARIANCE APPROVAL aTll;DECEMBER Iq,2022 p "O PROPOSED 10' O I ytP�\A• 10Nj b I 5'-0I ON CENTEVE R ANTED N.Y.STATE LAND SURVEYOR ?' Q WDE /N\6H O F E P O LO.05046, tp-u VEGETATIVE �wpt0 Z0N .D PROVIDE NATIVE 1586 MAIN ROAD FEMA FLOOD ZONE AE(EL.6) g o BUFFER EDGE OF WETLANDS A5 WETLAND SEED MI% JAMESPORT N.Y.11941 \\�\`�\\`' C\\ DELINEATED BY SHAWN M.BARRON W PHONE:(631)127-2090 WETLANDS DISTRICT PERMIT PENDING m D \� .q\Ay4•, ��' y.;\�,\. M S. SEPTEMBER 21.2021 \ p 4 -aT 001 / NYS DECDEG APPROVAL 3810/Z7/22 O EXIST.SEPTIC SYSTEM \\\\\\�� \� \\�:`\m��3 �E_ �I'^ SI- ` "n 'T'Y\� 4 OI \;\ \ .'S T \ SUFFOLK COUNTY HD APPROVAL PENDING BEDROOMS L... TO BE ABANDONED PER \\\O � \'\\� \ \�\ �J BLDHS STANDARDS \\\ \ \\\\ \\�\\\� EXIST. ".4`Ism -.moi `':9;id a I HAY BALES<SILT SOT GOVERA6E� � t� j nUn� EXIST.SHE >GONG. N i PHOT °N FENCING,DURING lV SLAB TO BE REMOVED L_- f-J °3 I PHOTO CONSTRUCTION %LOT •+•-> m DESCRIPTION(FOOTPRINT) AREA COVERAGE PROP.WOOD STAIR d 96'HIGH RAILING AT TOP OF / T� 60• il; LANDING - L RETAINING WALL WHERE RETAINING q PROP.OUTDOOR SHOWER TOTAL LOT AREA bpOOA S.F. U WALL IS>30'FROM GRADE MIN' I- I _ _ _ 4 NV I,GALLON STORM C 135'REAR YARD y I WATER LATCH BASIN TOTAL LOT AREA LANDWARD OF 5,6000 SF, if .� EXIST BRICK PATIO a WETLANDS < PROPOSED 8'X4'DEEP ORYWELL � i SETBACK m GRADE TO BE REMOVED EXISTING DWELLING BOo.O S.F. 143% 1.V C) EXIST.SEPTIC SYSTEM s TO BE ABANDONED BY PROPOSED DWELLING ADDITION 3110 SF. 5b% LINE OF SECOND E%IST. ✓ REMOVAL PER SCDHS FLOOR ABOVE I E =2b L---- -J STANDARDS TOTAL AREA OF ALL STRUCTURES 1,111.0 S.F. 19b% EXIST.I STORY WD.FR 4 O DWELLING, )- -MAXIMUM LOT COVERAGE ALLOWED-20% PROP.HOUSE LIFT 1 0 PROP,MECH.EMPMENT PROP.RETAINING WALL TO _D I OQ_ ----- MOVE W PROP.OPEN 41 ON RAISED PLATFORM + -y- Fg1NDFILIN 5 WOOD -- 5: STEP UP w/GRADE p :REQUIRED SETBACKS-Dn LLlt16 _ .R PHOTO a2 PILINGS a TOP OF WALL L.-2 9' SECOND STORY 1 �� BOT.OF WALL FL.-2b' EL_=TO' ADDITION �- I REQUIRED E EXIST. PROPOSED COMPLIES 3 (4 BEDROOMS) 4 EXIST.STOCKADES '6 I FENCE OP.FF EL•190' 4'S j FRONT YARD 3510' 15.2' 50.1' NO 160 PRPROP.BURIED WATER LINE EL•60' - ----------------- SIDE YARD IOD' 6.0' 100' YES ----- - LINE OF PROP FTG. I PROP.RETAINING WALL BOTH BIDE YARO5 25.0' 395 0 ' 26 ' YES G I TOP OF WALL EL:50' 15'SIDE YARD SETBACK W EL•5.1' CROP, 100' I BOTTOM OF WALL EL.-2b' REAR YARD 35.0' 449' 29.6' NO O FROP._ ___PROF. COVERED � < PERMEABLE GRAVEL CURB f ENTRANCE _r DRIVEWAY .. ., p I DRAINAGE SYSTEM CALCULATIONS ` PROP.GRADE R SURFACES=950 Sq.Ft. GOOSE) _J q5O Sq.Ft X 0.17NEW IMPERVIOUS'=1615 LF 1615/42.2=3b VERTICAL FT.OF 8'DIA POOL REOUIREO EXIST. 100' E =2.l :c PROVIDE(I)0'121A.X 4'STORM DRAIN POOLS -_ _lfll�jf�njjy� -; VB r EXIRAP ST. ° DRYNELL 5EGT. GALGULATION5 I o _ EL=21• PHOTO+I 5M SCALE.NTS PROP.RETAINING WALL,E%TEND - 1 IJ - Q 12'MIN.ABOVE ADJACENT 6RADE HIGHEST EXPECTED FOR LENGTH OF DRIVEWAY PHOTO 1I I o - —{6RdRIDWATE0.•OD' TOP OF WALL EL.61- 12 a4 I 3 BOT.OF WALL EL.v2.1' .2'40"W WATER IN LOAM—--________ =yz�____ ___�. 46' SM SANt✓D WITH GRAVEL y PROJECT: EL.-50' I MANDARO E%IST.WATER`(S EXIST WATER___ EL.•2.W • In _-______-VALVE Ir---- ' �f '» �^'' RESIDENCE EXIST OVERHEAD Etoo' TRUSTEES ELECTRIC WIRES -----_ ' SETBACK WA T'%MIxED .� �.., SAND WITH GRAVEL � :c"�' '"-','+-:,sa � 2135 BAV AVENUE EAST MARION,N.Y. ` K EDGE OF PAVEMENT DRAWING TITLE: 11a' .�+ :,'?';y.Y<V� ,: 4'; PROPOSED SITE PLAN CO-GROUNDWATER B AY AVENUE ENLDNuiERED aI•BELDw PROJECT DATA GRADe (PUBLIC WATER IN STREET) PROPOSED RETAINING WALL RAILING MATERIALS EXAMPLE, PAGE EDGE OF PAVEMENT FINAL COLOR FINISHES MAY VARY. FROM SIDE YARD RETAINING SDA 96°HIGH RAILING ABOVE RETAINING WALL; WALL RAILINS WILL COMP Y GP OF RETAINING WALL HOOD NEWEL POSTS,HANORASIZE t BASE RAIL. WITH TOWN GODS WALL FENCE METAL NTS BALUSTERS ALL SIZED SPACED Q Q HEIGHT REGULATIONS ON THE DATE 02/24/]3 SOF 3 AS PER NYS GORE SE-Y LOTS SIDE. REAR YARD RAILING ATOP RETAIMNG HALL WILL E%DEED ALLOWAOLE HEIGHT 9�1y tT EXIST.AVERAGE GRADE EDGE OF WETLAND5 A5 LOCATED BY NATHAN .-_.- i_lu-u1-u -'—I/- -� - (STREETELEvb OR IN L.S.ON JUNE 6:2012------------ SITE -__.---' ...... RYARD 1,_ W-IIP_11 1�=__jL FIII=W IGW W=1= =I=1�1F1 = IrllE SITE PLAN FRLDGEo L11� N—N PROPERTY LINE RETAINING NALL ELEVATIONP"` SCALE:I-=10'-O- SCALE:1/5--P-O' PROP.WOOD STAIR _ sTA�iRr�ur '"]'Y tB`O'i 4 11 i 1 i FOOTINGS NEW NEW REAR SETBACK LINE P1 . I l l i rl f l T I'I T •-� DN. N —Y4b �]O'b�� III III III,LI i p I PROP.BALCONY D x,A) V RETAINING WALL: III^III ( L' b@9�5 F� ]'-O• �E S T C m Z p PROP 5E¢SITE PLANn f x RETAINING WALLI FOR FULL `J .�• SEE SITE PLAN P m'� FOR FELL I LAYOUT X E%IST. PROP q LAYOUT IgODpOR E O I KITLNEN 6q 51bWER O qm � 0 0 0 ❑ - ❑ - EX15T. BEDROOM L LINE E 111//, PROP. ❑ M `PROP.°PEN FOIAIDATION, GAMILEVERED BEDROOM _ I56 SF. 41 $ 0' BREAKAWAY WALLS• !^1�` M O O O E%IST.]•%9•P.J. B O 4- W I Ex1ST. Ib' jI b BEDROOM TO REMAIN L -F rD1°at:-M° Elnlil .'Qp raw I�IIII 4T4' 0 m Q E IST DW Q DR III - O ]]�� ll.�1N NI_�11I II III -----I P-------0--------(( L__ � NEHI �" ROOM Imo. ca a PRO P NEW FOYER FAMILY ROOM °PEN POUNDATION, COVERED ! MELN. ZI-O 5 ANDY 10'MG°O PILINGS W \ PORCH PLATFORM FRONT SETBACK LINE160 5F. q q� FOOTINGS BREAKAWAY WALLS• I L-------------------- LONG � --�---! o---- 0-------o _ID'-D• PROPOSED FIRST FLOOR PROPOSED 5ECOND FLOOR PROP05ED FOUNDATION PLAN SCALE:I/H°=I'-O' SCALE:I/H'=I'-O' SCALE:1/&"c I'-O" - - -- - - - - - -- - - - XE IST LYT900R rD� O 1 MJDROOM Y X 0 EXIST" a ��eD z q6 MODIFIED SYSTEM , EXIST. (4)BEDROOM GONTROVALARM PROJECT: BEDROOM D4aLLIN6 (NEMA 4X RATED) ADD FILL TO INCREASE GRADE TI L TO't E AT I/A AINOATS I L ABSORPTION DIRECTIONS RESPECTIVELY.GRADE TO REMAIN LEVEL FOR MANDARO PROP FF. MAL 90.11 3'-O'IN ALL DIRECTIONS FROM IIA OWTS!ABSORPTION iRENLHES.I'S MAX. EL.•129' B1OY�p SLOPE PITCiBV TOWARDS FRONT LOT PROPERTY LINE ALLOWED OUTSIDE RESIDENCE 19'm LOCKING OF TH15 PERIMETER SEE ALSO SITE PLAN FOR PROP.6RAOINS,CONTOURS X15T.2•X9•FJ. 4-Ham¢ PROP.BRACKETS AS ACCESS LOVERS EXIST 0 Ib'O, MAIN DRAIN REO.D TO INSTALL w/RISE0. 2135 BAYAVENUE BEDROOM - EOUIPMEM ABOVE DF¢ IDTE EL.• ') a•m LOCKING EAST MARION,N.Y. ALLE55 LOVERS NEW CLOSED W RISER POLYLOK]O'D-BOX W FOUNDATION SEGURItt GRATE(RAPPER Ib'OL NlLONDITIONED) GRADE R I/A REOD IF INLET PITCH NEW YiIN,- OOF DRAWING TREE: PR°P•TO, I'-D'MM RETAINING YULL E)(L5TIIN FLOOp PIAN 2'-6'MA%. EXCEEDS j•PER FOOT) EXIST.]a' PROPOSED FLOOR PIANS INV.EL•5 0' INV. ri mo_________________ _ _ ___ __ EL.•4DEL•43' PROP.°5.1• HES: MINPR OP.SEPTIC SYS.SECTION MAL EXIST.•]a'LNIN6 MIN.4•m 5DR 55 PVL OR EO. EL.•Y [AOE: ROOM .''PIT (DUCTILE IRON PIPE BENEATH ATL.BY INFILTRATOR �( EXIST.STUDY h` EXIST.GRADE TO REMAIN ^ TRAFFIC BEARING SWFALES) ,16i MIN 4'm SDR SS PVL OR EO MIN 9'm SDR 55 S R BOTTOM°F RETAINING -/ MIN PITCH�•.I' .I P BENEATH TRAFFIC PVL OR EO. WALL(SEE SITE PLAW �DSL H MIN)INV.••'IT MIN MIN PITON '.1' INV _ .. .FAL �jN 1651.58 - PROVIDE LAST IRON PIPE Y ;T PITLM d':I' EL.•5.9' - - GONIaLTION: EXTENDING]'-°'MIN.FROM - - TI n;02/2 20F3 e �,gam• BUILDING FOAOATION _ — HIGHEST EXPECTED —__—_------_—_ ,� :ti r::�' ,��_LL..-. _____ _ 6ROUIm WATER EL•OD' ---_— ¢%IST. PR°V1D 12'THK,MIN) DN. b'hU+10'(UXIGYW POLRED LONLRETB PAD9—.R ]'MIN.DROP (4000 P51 MINJ W(L ROWS OF•B REBAR b BED OF PEA (PROVIDE END LAP REPLACE E%IST.SOIL L.(BOTH DIRECTION$);ANCHOR .:•.�~FUJILLEAN GEN9 �• DSI TRIBIRBION BDX TYPE LEVELING W CLEAN SAND TREATMEM UNIT TO PAD PER MAW.DETAILS ]45 NITROGEN REDUCTION SYSTEM DEVILE5 AT OUTLETS) fSPSW SOIL ttP8) EXISTING FIRST FLOOR PROPOSED SEPTIC 5Y5TEM DETAIL SCALE:NTS 99'REAR YARD - - - -_.\ /99•FRONT YARD 5ETBALK� _— _ — � /SETBALK y>tOR PROP.BALLONY C W 2�. i -_ Sao PROP.ENT0.Y !^1�' STAIRS(WOOD) � ® ❑ W PROP hbODl - PRDPoseD OPEN 9°�'" 11U OUlIDATION W PROPERTY Ny BREAKAWAY WALLS PROPOSED FILL !1�� LINE + M - EXIST.AVERAGE GRADE — NORTX J :�!��:.:i.,!.�•:••i/,-'•i%�.!//�./.��.:1.�.i:-,•.ii,!,-.•.•:!,!:.%.ijii. !.:.i."'%�•%%i.!ii,!ii%ii%!,!%,: (STREE T LEVEL) T PROPE0.x / II II III uNE _ -11 L-III=III=IIFIII�111 IIILIII�IIHIEIILIII IIIWIi EI IIaf,W,�III�N-1 I�F,AI ILIILI I�111-1IUIII 11 ml-ILII II�II11=1 I�IIIIIIIUIIILIIF ISI I I�IWIII�lEII CIII E I NORTH ELEVATION (LEFT 51DE) d SCAM 1/6'=1'-0° Q GHT(FROM EASE—00) ELEV.•338' HEIGHT FROM AVERAGE GRAD2 4 m�m PROP.BALLONY ry ® lll ®II II I I III I I %'NIGH RAILING ABOVE PROPOS FINIPH D 5EOOND FLOOR — - ----- RETAINING WALL; --- — --- WOOD NE"EL P09T5, ELEV.. HANDRAILING 4 BASE RAIL. ® METAL WIRE BAL95TER9 ALL ��.EMS (( GRED SPACED AS PER STAIR9(W00D) ® ® /PLATFORM(HOOD) Nr5 LODE PROPOSED FINISHED FLOOR 10 / Q ELEV.• .0' PROP OUTDOOR I F MAD ISN F OOD SHOWER(OPEN i0 ' ELEV..H O ABOVE MA A y_11� ELEV.-b,0' _ P P RA A n PROPERx \PROPOSED RETAINING WALL\ - ELEV.-9A' LINE W 96'RAILING - EXIST.AVLRASE&RADE %:/',• %%%' ,/:. i.• %%./ $ '.I_III=III=IIL-IIldl 111=TGT-116111=11LII=116T�111=11=11L-Illdll=III=T6III=III=111-I�LT1=I�=i r ELEv..2a' =7=17=111=W=uLj-fj=W=L=1rjll=W=1=W=W-W=W=1_Tj_ II-=jj 1=CLW-ITI-jL_I=-=1�I-10,FI I ILIIEIII-IICIIL=IIL=IIL=IIL=IIL=IICIIL=IIL=IILIICIIEIIL=IILIIC-IIL-IIL=IIL=IIEIILIIISIIL=IIrIICIIL==III IIL 11=116111=11 EIII III=III=IIHIIJIL-IIL-IIL-III-IIL-IIL-11=11 EIIL-IIL-IIIIL-III=IIHII=III=III=II�IIEI1 ELEV.•O.�I—FROFERxPROP.RETAINING EXISTING P0.0POSED FILL EAST ELEVATION (REAR) "� RAILI "G'b Sr ALE: =1'-0" HEST ELEVATION (FRONT) a SCALE.1/8° 1'-0° PROJECT: MANDARO RESIDENCE 99'FRONT YARD — -- !sv RewR rwRo 2135 BAYAVENIIE -�,------�-- Ir/ EAST MARION,N.Y. DRAWING TITLE: ® ® PROP.BALcoNY PROPOSED Mr.ELEVATIONS Ifl I PAGE: PROP.ENTRY SD-3 Q i ® STAIRS(WOOD) PROP05m OPEN OUNDATION W BREAKAwnr WALLG IL I -0• �ATEOs/24/23 3OF3 PROP.OurDODR SHOWER(OPEN TO ABOVPJ ELEV.i6.0 .-.- MEOHANILAL //////��OF hETL.AN09 - —PLATFORM AS DELINEATE. HEST BY P25T LINE (WOOD) SHAM-M.BARRON,M&. SEPTEMBER 21,2021 %./ !:i.':'::• /'.�%.•%"i,:/• ,/,.;.,. EAST If l-Ilj--llrW-I - -I I I-T r-I I ME,II I-�� W-I I I INTI W- I I-Ill=1-LII _ -111-LI I-Ll l-� R-I I-I )=I-�-W- PROPERx LINE III IIII. ��_�� I_I_I_ _ =ITI_III=III=T�111=It,L-TIWIII=III=IIEIINIEIIL--ITI-TI=111d I-TEIIFIIF-IIL-IIL-Ill�lll-III-ITId 11-116T�111-1_I L-II III-IIFIII=IIL-IIEII1=11r111=III SOUTH ELEVATION (RIGHT SIDE) 51-ALE 1/8° I'-O° OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex rj� so P.O. Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 http://southoldtownny.gov 11OU RECEIVED ZONING BOARD OF APP EALS �< Town of Southold FEB 2 4 2023 D kC- 1 9 2022 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 15, 2022 ZBA FILE: 7711 NAME OF APPLICANT: Steve & Fortune Mandaro PROPERTY LOCATION: 2135 Bay Avenue, East Marion SCTM No. 1000-31-17-4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated August 23, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated November 22,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP Policy 4.1. The determination is based on the following: 1. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for : a. structures that functionally require a location on the coast or in coastal waters. b. The setback relief requested is an indication that the lot is being overdeveloped in an environmentally sensitive coastal area, however, the additional nitrogen reducing sanitary system is a benefit to surface and groundwater quality. c. The structure is located in a FEMA flood zone AE El. 6. The structures within these areas are subject to repetitive loss from storm surges and flooding and should be avoided or minimized. d. There is a concern about the retaining walls proposed on the property line for the sanitary system and the effect on the adjacent properties from an aesthetic standpoint. The alteration of drainage patterns is also a concern. r Page 2, December 15,2022 47711, Mandaro SCTM No. 1000-31-17-4 The Board of Appeals finds that the conditioned relief granted herein sufficiently mitigates inconsistencies with the LWRP policies and now therefore determines that the proposed action is CONSISTENT with the LWRP PROPERTY FACTS/DESCRIPTION:The subject property is a non-conforming 6,000 sq.ft. parcel located in an R- 40 Zoning District. The property has a road frontage of 60 feet fronting Bay Avenue along the southerly property line,then turns northeast for 100 feet to Marion Lake,then turns southeast for 60 feet before returning 100 feet back to Bay Avenue. The property is improved with an existing one-story frame dwelling with a concrete patio at grade. There is also a 10.1 ft. by 10.2 ft. frame shed in the northeast corner of the property as shown on survey prepared by Nathan Taft Corwin III, L.S. last revised February 14, 2022. The house currently complies with a Certificate of Occupancy# 37193, dated October 4, 2014 for a seasonal one-family dwelling. BASIS OF APPLICATION: Request for Variances from Article XXII, Section 280-10513; Article XXIII, Section 280-124 and the Building Inspector's June 29, 2022 Notice of Disapproval based on an application for a permit to relocate, raise and construct additions and alterations to an existing seasonal dwelling to be converted to a single family dwelling, and construct a retaining wall with railing; at; 1) proposed retaining wall with railing exceeds the code permitted maximum 6.5 feet in height when located in or along rear and side yards; 2) dwelling is located less than the code required minimum front yard setback of 35 feet; 3) dwelling is located less than the code required minimum rear yard setback of 35 feet; at: 2135 Bay Avenue(Adj.to Marion Lake), East Marion,NY. SCTM#1000- 31-17-4. RELIEF REQUESTED: The applicant requests variances to relocate, raise, and construct additions and alterations to an existing seasonal dwelling to be converted to a single-family dwelling and construct a retaining wall with railing requiring the following variances: 1. The proposed construction will have a front yard setback of 30.1 feet where a minimum of 35 feet is required. 2. The proposed construction will have a rear yard setback of 29.6 feet where a minimum of 35 feet is required. 3. The proposed retaining wall with railing will be 8. 25 feet high in the side yard where a maximum of 6.5 feet is allowed. ADDITIONAL INFORMATION: According to the applicant's testimony on December 1 2022, the existing house sits below the FEMA flood zone of AE(EL 6 feet), and was subject to substantial flooding during Hurricane Sandy. The current sanitary system is located in the rear yard close to Marion Lake and the house is being relocated to provide room for the proposed Innovative Advanced (I/A) Sanitary system. Due to the low water table, as noted in the revised plans, the system would need to be placed on grade with a retaining wall to support the fill to cover the system. The FEMA design flood elevation on this property is Elev. +8 feet. With this information, the minimum finished floor elevation would have to be+10 feet. A neighboring property owner spoke out against this application during the public hearing. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1, 2022 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence,`the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variances as applied for will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject neighborhood was originally developed with seasonal cottages on small lots, many of them located on Marion Lake. Over time several seasonal cottages have been renovated as single-family dwellings; some remain single story and a few of them have become two story. Increasing severe weather events have had a significant impact on the visual quality of this neighbor as r Page 3, December 15,2022 -- #7711, Mandaro SCTM No. 1000-31-17-4 property owners seek to protect their homes from flooding in this environmentally sensitive area by elevating them to comply with FEMA recommendations and standards. FEMA compliance in the subject neighborhood, and in other neighborhoods in FEMA flood zones, has begun to dramatically change the scale and character of neighborhoods, especially where a second story addition is also proposed. The additional mass and volume of these larger dwellings on relatively small lots, cast shadows on adjacent properties and disrupt the privacy of neighbors with single story dwellings. Further these adverse impacts are not in compliance with the goals of the Town of Southold Comprehensive Plan which seeks to preserve the unique historic character and scale of diverse neighborhoods throughout the town. Nevertheless,the Board recognizes that visual changes in the subject and other neighborhoods in flood zones will continue to take place over time as FEMA compliance among property owners increases. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. As the current house is non-conforming to the code, any work other than maintenance would require variance relief to comply with current zoning requirements and FEMA flood rules, which would then require compliance with SCDHS standards for a new I/A system. The property size would require either front or rear yard variances if any work to the existing structure is proposed. However, both the precedent pyramid law set by the ZBA in the Walz decision (ZBA#5039 dated 1/24/2002) and the sky plane rule included in the "big house legislation"approved by the Town Board on October 18, 2022,recognize that the adverse impacts of big houses on small lots require larger setbacks,especially for second stories 3. Town Law &267-b(3)(b)(3). The variances granted herein are mathematically substantial. a) The proposed front yard setback of 30.1 ft represents a 14%relief from the code. b) The proposed rear yard setback of 29.6 ft represents a 16% relief from the code. c) The proposed retaining wall height of 8.25 ft represents an approx. 26 % relief from the code. However,raising the house to current FEMA standards would mitigate future flood damage to the property. The installation of a new Innovative Advanced (I/A) sanitary system on the landward side of the dwelling (front yard) would mitigate the leaching of nitrogen to both Marion Lake, and the Peconic Bay. Due to the height of the proposed retaining wall, there is a need for a safety fence on the top. By conditioning the fence to be open pickets or similar, and not a solid fence, it would provide protection, and would minimize the loss of view from the neighboring properties. These impacts are further mitigated by the limited relief and the additional conditions of approval imposed by this Board 4. Town Law X267-b(3)(b)(4). Some evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Although the applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions imposed by this Board, the LWRP Coordinator points out the proposed retaining walls and fill required for the installation of the sanitary system required to support the additional two bedrooms and two bathrooms proposed in the second story addition can alter the drainage pattern in the area and also negatively affect the aesthetic appearance of the street frontage and adjacent properties 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. Although the applicant and his family have lived in and owned property in the neighborhood for many years,the applicant is proposing to substantially convert a single-story seasonal cottage into a two-story year-round dwelling with a design that requires setback variance relief when constructing a single-story smaller FEMA compliant year-round dwelling or a second story addition with conforming setbacks could have been proposed 6.Town Law&267-b. The relief granted herein is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of converting a seasonal cottage into a single-family dwelling in compliance with FEMA and Page 4, December 15,2022 #7711, Mandaro SCTM No. 1000-31-17-4 SCDHS standards while preserving and protecting the character.of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert, seconded by Member Acampora,and duly carried, to RELIEF DENIED IN PART AND GRANTED IN PART as follows: 1. GRANT the front yard setback of 30.1 ft for the first floor of the residence. 2. DENY the front yard setback of 30.1 ft for the proposed second floor of the residence. 3. GRANT the rear yard setback of 29.6 ft for the first floor of the residence. 4. DENY the rear yard setback of 29.6 ft for the proposed second floor of the residence. 5. GRANT the proposed retaining wall with railing height of 8.25 ft in the side yards. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The residence shall have a finished floor elevation no higher than 10 ft above baseline elevation(+0. 0 ft) in minimum compliance with FEMA regulation. 2. The design of the proposed railings on the proposed retaining walls shall be visually open("see through") and not made of a solid opaque material such as vinyl or wood stockade style and shall comply with NYS code. 3. All excavation for the proposed retaining walls must be done on the subject property and not disturb neighboring lots. 4. The applicant shall install a new Suffolk County Department of Health Services approved Innovative Advanced(I/A)sanitary system. 5. The applicants shall obtain Town of Southold Board of Trustees approval. 6. The applicant shall install and continuously maintain a minimum 10-foot-wide non-turf vegetative buffer landward of the delineated edge of wetlands. 7. The applicant shall submit two sets of the final site plan and building plans, stamped by a licensed professional, conforming to the relief granted, herein, prior to the issuance of a building permit. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final site plan, survey, architectural drawings conforming to the relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to 011ow this procedure may result in the delay or denial of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals ' a Page 5, December 15,2022 97711, Mandaro SCTM No. 1000-31-17-4 IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Acampora, Planamento and Lehnert. (5-0) 1 ch las ariamento, Vice Chair Appy ed for filing t� / /2022 TAX h°,- _ 1000-31-11-04 SIM LAYOUT NOTES: I. THIS 15 AN ARCHITECTS SITE PLAN d 15 ZONING DISTRICT R-40 NON-CONFORMING SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION LOT AREA 0.1 ACRES MARION LAKE ?, REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECTS BEST OF KNOWLEDGE. CofO-STORM DAMAGE REPAIR ELEXIST..8' / YAP TO EXISTIN6 SEASONAL 439193;OCTOBER 2014 EXIST. 2.SURVEY INFORMATION WAS OBTAINED DWELLING m 534°12'40"E �' 60.00 EL-=0.9' FROM A SURVEY DATED SEPTEMBER 24, GofO-ACCESSORY BUILDING :L y 2021 AND PREPARED BY: (METAL SHED) ttZ5246;JULY 19T3 D 13b I SER�ANE � NATIVE SHRUBS PLANTED N.Y.STATE LAND SURVEYOR VARIANCE APPROVAL PENDING z o PROP05EO 10' O yo�p,E b T I O 5'-0"ON CENTER; WIDE /H\ E� pHE PROVIDE NATIVE LIG.=MAIN R1 FEMA FLOOD ZONE AE(EL. b) f x v VEGETATIVE p-�F y .9 1566 MAIN ROAD EDGE OF WETLANDS AS d WETLAND SEED MIX JAMESPORT N.Y.1194, o o"� BUFFER DELINEATED BY SHAWN M.BARRON tr PHONE:(631)-129-2090 WETLANDS DISTRICT PERMIT PENDING N m'Y' J C M.S.SEPTEMBER 21,2021 O a O -4138-048'14/00001; ��S DEC DISTRICT 10/27/22 EXIST.SEPTIC SYSTEM •\� 1r \ "�`)_ Wim' _ � O 4 TO BE ABANDONED PER \"\��'" rr- zr. ''I` f 1•`\ SUFFOLK COUNTY HO APPROVAL PENDING BEDROOMS SGDHS STANDARD` �� ti' "a •.c,..r- - EXIST. :.T- ;,r7a„:e.. '• ,';,�- ='a%r_. ".`s- BEDROOMS - HAY BALES 4 SILT .s�-^a,-z.;�..a :.vs. z,Yst''it��ii ''t';:styir „r',:49:,`c :•'r,Sf';.r-r"°��.y. i :'.`•`e=..5.e. .eznco:..,,r4 U - �/�. EXIST.SHED d GONG. O? PST y`I� FENCING DURING SLAB T. HE REMOVED L- N f-J sT \ug OTO CONSTRUCTION DESCRIPTION(FOOTPRINT) AREA %LOT +'� m m PROP.WOOD STAIR d COVERAGE 36°HIGH RAILING AT TOP OF / T-\ LANDING RETAINING WALL WHERE RETAINING "{ PROP.OUTDOOR SHOWER TOTAL LOT AREA 6,000.0 S.F. U O�LaC WALL 15>50"FROM CRAVEW/' 1 _ _ _ O 11 GALLON STORM MIN 35'REAR YARD Y I WATER CATCH BA51N EXISTIN6 DWELLING 800.0 S.F. 13.3% if �� EXIST.BRICK PATIO® < PROPOSED 8'X4'DEEP DRYWELL I SETBACK m GRADE TO BE REMOVED PROPOSED DWELLING ADDITION 311.0 S.F. 5.2% A O�O w EXIST.SEPTIC SYSTEM LL �.'8• ( - N TO BE ABANDONED BY TOTAL AREA OF ALL STRUCTURES 1111.0 S.F. LINE OF SECOND EXIST. /yi REMOVAL PER 5GDH5 FLOOR ABOVE I EL.=2.6' L----E - '*MAXIMUM LOT COVERAGE ALLOWED-20% EXIST.I STORY WD.FR. } I STANDARDS O DWELLING; PROP.HOUSE LIFT m _�_-....;-_�.:z ..��:..-: •.>:�:,�r..:.y-.:_z; . 4 -a_ - ' Q_ _____ MOVE W/PROP.OPEN PROP.MECH.EGUPMENT REQUIRED;SETBAGKSv"DWEL;LIN6,,-:�:y"� §�•y'.,'',`;.`- _=`.:'ga.';..';'"�Y;4;'i`^'' PROP.RETAINING WALL TO -D O N ______ _ ON RAISED PLATFORM Y FOUNDATION ON WOOD -.�• .,.. ...... . . ....... '-'pi.a^n{."'{:.;:':+ , f.m TOP OF WALL EL�D9' PHOTO P2 PILINGS L ^I REQUIRED EXIST. PROPOSED COMPLIES BOT.OF WALL EL:2.6 SECOND STORY ADDITION I I (4 BEDROOMS) 0 I FRONT YARD 35.0' 15.2' 30.1' NO EXIST.STOGKADEf FENCE 1 PROP.F.F.EL.=13.0' I 6.0' SIDE YARD 10.0' 6.0' 10.0' YES € PROP.BURIED WATER LINE z LL EL.=60' _____________ I � LINE OF PROP.FTG. BOTH SIDE YARDS 25.0' 5-13, 26.0' YE5 _ j D 35.0' 44.3' 29.6' NO z W PROP.RETAINING WALL REAR YAR = o Q e TOP OF WALL EL.=5.0' n 10.0' BOTTOM OF WALL EL.=2.8' c c o 15'SIDE YARD 5ET13ACKw EL.=5.1' PROP. i ��- ¢ o O PROP. - - - - PROP. COVERED fV PERMEABLE CURB ENTRANCE I W o z - GRAVEL - I DRAINAGE SYSTEM CALCULATIONS W i 2.'i� I p DRIVEWAY - -' - - '°�.`�' tt01 - i PRO;fO.RADE _ NEW IMPERVIOUS SURFACES=950 Sq.Ft. F o-9.W 1 950 Sc;.Ft.X 0.1,'= 161.5 GF = a o a I 161.5/42.2=3.8 VERTICAL FT.OF b'DIA POOL REQUIRED EXIST. 10.0' ' 3 8'-O° PROVIDE(1)b'DIA.X 4'STORM DRAIN FOOLS d PROPOSED 6'x4' " m o EXIST.E DRYWELL DRYWELL SECT. 4 CALCULATIONS I SCALE: NTS I ' PROP.RETAINING WALL;EXTEND I C PHOTO#1 _ - - _ :...;�1 I I.I' SM O' HI6F�5T EXPECTED n o ~ copy�CQ171'ZE{A 12"MIN.ABOVE ADJACENT GRADE '~-~' °•' _ h 1�(� t FOR LENGTH OF DRIVEWAY , PHOT'0 j I 0.01---- "DI"+A•T =o.o' al Mviswed docu ywots TOP OF WALL EL:6.0' J61'- _ EL=5.0' i / tt4 1 SM '� +`� Me# � 1 BOT.OF WALL EL.=2.,' - - - - _ _ - _ _ _ _ _ 1 _ _ N34°12'40°W 60. o _ 4.1' WATER IN LOAMY 3 - - - - - - - - - - - -- � - - - - - �'- - - 4b' SF1 SAND WITH GRAVEL _ _ __�_ ' WATER IN BOB :7}.1� UA!+r d'' PROJECT: _ - - _ - - _ - _ - - -�� EL.-5.0' �- _____________________ r EXIST./ 6.0• CT: EXIST.KATER-V,Vr EXIST.WATER E.=2.9' i ' ,Y ,) Y}',ilMANDARO P E ' s --------------- MSR---------- .. RESIDENCE EXIST.OVERHEAD 100"TRU5TEE5 ELECTRIC WIRES SETBACK i '_�' WATER IN MIXED ' b"" •.;'?,; SAND WITH GRAVEL 2135 BAY AVENUE EAST MARION,N.Y. EDGE OF PAVEMENT 11.0' ? -` 7�•-).-g`,r K' DRAWING TITLE: COMMENTS,6ROUNDWATER IR, ` '''"`'^'"-' PROPOSED SITE PLAN B A Y A V E N U E ENCOUNTERED 4.1'BELOW PROJECT DATA GRADE (PUBLIC WATER IN STREET) y; _,.r.,,i<...;,!,'„w;,.,•, PROPOSED RETAINING,WALL RAILING MATERIALS EXAMPLE. PAGE: EDGE OF PAVEMENT ' FINAL COLOR FINISHES MAY VARY. N FRONT t SIDE YARD RETAINING SD-1 36"HIGH RAILING ABOVE RETAINING WALL; WALL d RAILING WILL COMPLY TOP OF RETAINING WALLWOOD NEY POSTS,HANDRAILIN6 4 BASE RAIL. WITH TOWN CODE WALL d FENCE METAL WIRE BALUSTERS ALL 51ZED d SPACED 0 O HEIGHT REGJLATIONS ON THE DATE:04/01/43 1 OF 3 AS PER NYS CODE Q SUBJECT LOT'S SIDE. _ REAR YARD RAILING ATOP RETAINING WALL WILL EXCEED ---- i ALLOWABLE HEIGHT ,No;, EXIST.AVERAGE GRADE i EDGE OF WETLANDS AS LOCATED ,1210MM", BY NATHAN ---- _ - - - - -1 =mi""'.m lsrrEET 2,D - - - -- -- ----- __ -_ -_ _ CORWIN L.S. ON JUNE 6: 2012_.----------- RYARD -III-III-III-III-III_III-III-III-III-III=II-III=III=III-III-III-III-III-III-III-III-III=III-III-III-III=III-III-III III-III-II-III-III-1 SITE PLAN PRaP�ED EARTH (RONT YARD)TM LINE N-W PROPERTY LINE RETA I NI NO WALL ELEVATION FILL SCALE: I" = 10'-O" SCALE: I/8" = 1'-0" PROP.WOOD PROPOSED STAIR �3 y O STAIRWAY -2. I--O I m - 11 T 11 FOOTINGS NEW REAR SETBACK LINE am.+ NEW 1 1 1 1 C-I l7rl7 OTDN. DN11PROP.BALCONY�LIJ LI_ _ L_Q Q (p B� OPEN TO 70 y,�p PROPOSED EXIST. EXIST. IST `� 69 S.F. 2'-0 ABOVE Z RETAINING WALL; 1 E MUDROOM U PROPOSED SEE SITE PLAN ' - __-_-_ __ _ X >N RETAINING WALL; FOR PULL O O a+ PROF. SEE 517E PLAN LAYOUT p ❑ O m FOR LA� EX T. XI T OUTDOOR v N O ry N 1 — KITCHEN c0 SHOVER W O O O ❑ ❑ - I I / EXIST,E , I \ /I BEDROOM PROP, L ry \\ LINE of 1 PROP, El BEDROOM 1 PROP.OPEN FOUNDATION; 1 CANTILEVERED p BEDRS OM I56 S.F. p 10"WOOD PILINGS W/ SECOND FLOOR EXIST. m BREAKAWAY WALLS t 1 ABOVE DINING n Ory == GONG. � SLAB ROOM t�T O ^` I I I n O v W rY� O O O XE IST. EXI5T.2°Xb'FJ. p ry �--+ M 1 BEDROOM TO IREMAIN -b•� -- - III 1 -c + I I I( F --� _b. EXIST.2'Xb°G.J. ❑ O '-1y2 -b PROP. U O Ib" �T�I L. TO REMAIN vp HEW 46 SF. - DN. _ EXIST. --1 J P-- -----0- -- ----�- - � o IVI & Ii _ NEW IUPJP ROOM 0 ON. PROP. 1• l \ NEW FOYER WOOD T'-lOy2 _L -~ PROPOSED FAMILY ROOM PROP.OPEN FOUNDATION; COVERED MEGH. 160 S.F. STAIRWAY F---I 10°WOOD PILINGS W/ PORCH PLATFORM �:-0., FOOTINGS BREAKAWAY WALLS t 1 1 FRONT SETBACK LINE CONE.SLAB ______________ _ __Lo_ O_ ___-__O '-b" O'-0' 20'_6• L 20.$.. L PROPOSED F I RST FLOOR PROPOSED SECOND FLOOR PROPOSED FOUNDATION PLAN SCALE, 1/e"= 1'-0" SCALE: I/8" I'-O" SCALE: 1/8" = 1'-0" i 8 Woo m �NoyF f IWBao EXIST. F a OUTDOOR SHOWER ` Wz'mRW 20'-6' EXIST. g �z 3�? � DN. Y u A., Ic�aw�¢a EXIST. EXIST. IST B MUDROOM n `� EXIST. KITCHEN u0, o �/(�J MODIFIED SYSTEM EXIST. " (4)BEDROOM GONTROL/ALARM PROJECT: BEDROOM DWELLING (NEMA 4X RATED) ADD FILL TO INCREASE 6RADE EL.TO T.O'6 5.1'AT I/A OWTS b ABSORPTION TRENCHES,RESPECTIVELY.&RADE TO REMAIN LEVEL FOR MANDARO PROF'F.F. MAG bORI1 3'-0"IN ALL DIRECTIONS FROM I/A OWTS 6 ABSORPTION TRENCHES.I:3 MAX. RESIDENCE EL..125, BLOWER SLOPE PITCHED TOWARDS FRONT LOT PROPERTY LINE ALLOWED OUTSIDE n Ib°41 LOCKING OF THIS PERIMETER.SEE ALSO SITE PLAN FOR PROP.6RADIN6 CONTOURS. IST.2°Xb°F.J. I�i` 4°HOUSE PROP.BRACKETS AS Ad-ESS COVERS EXIST, i Ib'O.G. 0 MAIN DRAIN REO.'D TO INSTALL rl/RISER EQUIPMENT ABOVE DFE 2135 BAY AVENUE BEDROOM (OFE EL=b.0') 24'41 LOCKING EAST MARION,N.Y. jAISCE55 COVERS NEW CLOSED r+/RISER POLYLOK 20°O-BOX w/ FOUNDATION SECURITY GRATE(BAFFLE NEVI WATERPROOF DRAWING TREE: EXIST.2°XB'G.J. (UNCONDITIONED) - 6RADE®I/A OWTS: JR51111 IF INLET PITCH RETAINING WALL EXISTING FLOOR PLAN m Ib°O.G. � PROP:T.O' 2'$°MIN. EXCEEDS}'PER FOOT) Ex15r.2b' PROPOSED FLOOR PLANS INV.EL:SA' INV. 10'-0° _. - INV. GRADE®ABSORPTION TRENCHES: PROP.SEPTIC SYS.SECTION EXIST, PP=ROV�Or _______________ ___ _ EL:49' EL.=4.3' P : MIN. IL VINE _ ___ EXIST.=28' ROOM .•PIT4'41 SDR 35PVG OR EO.TILEIRONPIPE BENEATH -IAEXIST.STUDY FIC BEARING SURFACES) MIN4°41 SDR 35 PVG OR EO. MIN.4°41 SDR 35 `-+EE DETAI iVE ®BOTTOG MAOF TO FM RETAI IN NGIN DSL MIN PITCH#".1' m (D.I.PBENEATH TRAFFIC PVC,OR EO. WALL(SEE SITE PLAN)BEARING SURFACES MIN PITCH ':I' INV.NEW HOU5EAST IRON PIPE -,T' MIN PITCH}°:I' ZCONNECTION; 2'-O'MIN.FROM / HIGHEST EXPECTED m b-I (MIN)INV.EL.52' BUILDING FOUNDATION _.-.a.:�,,: _ f_aROUND WATER EL.vO_O' _ _ -- EXIST. -------------- _ --- PROVIDE 12'THK.(MIN) ON. b'(W)xID'(Ux15'(h)POURED CONCRETE PAD _ _ ''+':•'�....-,` ____ 1 (4,0'( SCI MIN) '((2)ROWS C- 'REBAR m '•'"''+'•�• - - BED OF SAND OR PEA 2°MIN.DROP REPLACE EXIST.SOIL b"O.L.(BOTH DIRECTIONS);ANCHOR °' •RIJIGLEAN GENS ,• l• GRAVEL BENEATH (PROVIDE END GAP (S GLEAN SAND TREATMENT UNIT TO PAD PER MANU.DETAILS 245 NITROGEN REDUCTION SYSTEM DISTRIBUTION BOX ESV LEVEL�ES AT�TS) (5P/5W 501E TYPE) EXISTING F I RST FLOOR PROPOSED SEPTIC SYSTEM DETA I L SCALE: I/8" = 1'-0" SCALE: NTS S5'REAR YARD\\- -- --- �35'FRONT YARD SETBACK \ — —_—__-__- - SETBACK 17 1 _ N � O PROP.BALCONY Y p Cm m iO�pYR X j N --- O O m E(O t+'In N O t0 a O PROP.ENTRY STAIRS(WOOD) ® ® ❑ yJ YPROP.ENTRY !` P 11111'1N STAIRS(WOOD) -4J 7C) — PROPOSED OPEN U— souTH ^` FOUNDATION W/ PROPERTY W m BREAKAWAY WALLS PROPOSED FILL LINE LLJ ry/y�� - -{� EXIST.A �tRTH VERAGE GRADE ER _ L);;; ELEV.+2.8' = Li 71r, �I I1-1I I- -1 C— -1 I III III-11 FI -1 -1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — L III-III-III-III=III-1 LI I—III-III-III—III=III—III-III—III-III 111-III-III III-III-III— U 1-I-1-111-III=III=III-III--I I III=11&=111 -11111=III-III-ITI=III-III-III- -III-III_III-III-III-III-III-IIL=III-III t` ELEV.+O.O' 0) NORTH ELEVATION (LEFT SIDE) TM Id/� . Q Q jo P P.RIDGE HEIGHT OM BASELINE .O ELEV.+33.8' - rPROP.RIDGE -- - — _ /HEIGHT FROM `/ PROP.AVERAGE E GRADE z PROP.BALGONY w I � I � W - z a e5WHISH KAING ABOVE _._ __--- -- -___—ME nPROPOSED INISHED SECOND FLOORRETAINING WALL;WOOD NEWEL POSTS, ELEV. . n..eHANORAILING a BASE RAIL. PSP ENTRI•METAL WIRE BALUSTERS ALL ® ® . --c SIZED a SPACED ST PER STAIRS(WOOD) PROP.MECHANICAL a a NYS CODE PROPOSED FINISHED FLOOR O ELEV.+10.0' PLATFORM(WOOD) nl FEMA DESIGN FLOOD ELEV. o 8 e C PROP. (OPEN TR I� Ip III IIII onaa�- SHOWER(OPEN TO ABOVE) ABASE FLOOD E EV a im`2-. 22'-II' ELEV.+6.0' SOUTH 5Wg 3 i 1 \ _- PR RA iv PROPERTY W q Q¢m `PROPOSED RETAINING WALLELEV.+5.0' LINE RAILING T bEX15T.AVERAGE GRADE f 6 c 11 —III-1�I I—III-1I I-1 I—III-1 I—III—III—III—IIL=1 I—III—III—I =1 —I 1=1 I—III—III—III—IIL=1 1=1 I—III—I — —I _III—III—IIII &I —III—I I CI LII &I I_I I_I I_I I—III—I 1=111=1 1=1 1=1 I1-1 1=1 I-1 -1 1-�=1 1=1 1=1 I-1 I I-1 I I-1 11=1 I I-1 I I-1 I I-1 11=1 I I-1 I I-1 I&-1 I I-1 I LI I I-1 I I-1 I I-1 I I-1 I L-1 I L=1 I I-1 I I-ITI-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I II I II III 'I I=1 11=1 11=T-11-1—II III-1 I L—IIL—III-I I-1 11=1 11=1 11=1 =1 11=1 11=1 I L—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I_I 11=1 11=1 11=1 I n � ELEV.+O.O' NORTH PROPERTY PROP.RETAINING EXISTING PROPOSED FILL ^ o EAST ELEVATION (REAR) LINE WALLNI 36'HIGH EARTH a 50ALE: 1/8" = 1'-0" WEST ELEVATION (FRONT) SCALE: I/8" = 1'-0" PROJECT: MANDARO RESIDENCE 35'FRONT YARD - 35'REAR YARD 5MACK� _ _ SETBACK 2135 BAY AVENUE EAST MARION,N.Y. m� DRAWING TITLE: I++1 PROP.BALCONY PROPOSED EXT.ELEVATIONS LLQ PAGE: PROP.ENTRY S D-3 Q STAIRS(WOOD) PROPOSED OPEN I FOUNDATION W/ BREAKAWAY WALLS 11 1-0DATE:02/01/23 3 OF 3 n PROP.�OUTDOOR SHOWER(OPEN TO - DFE _ PROP. ABOVE) ELEV.+8.0' MECHANICAL EDGE OF WETLANDS p�E57 PLATFORM AS DELINEATED BY PROPERTY LINE $ _(WOOD) SHAWN M.BARRON,M.S. SEPTEMBER 21,2021 ';/ ,'/.' �/ •.;';, %',' // i ;' ;, ;; EAST PROPERTY LINE III=III=III=III III=III=III=IIL—III=III=III=III=III=III=III=III=III-111 III=I I�I I I=III=III=III=III=III=III=III=III IIL—III=III III III=III=III=III=III=III=III=III= _ _ =111=111=111=111=11 I=111=111=111=111=111=111=111=111=111=111=111=111=$=111=111=111=111=11 I=111=111=111=11 I=111=111=111=111=111=111 III=111=111=111=111=111=111=111=111=111=111—I I= — 5OUTH ELEVATION (RIGHT SIDE) SCALE: I/8" = 1'-0" a r Maim Diane From: Jessica Magee <jmagee@amparchitect.com> Sent: Friday, December 23, 2022 2:26 PM To: DiSalvo, Diane Subject: Re: Submitting Applications -- . 44"pf kD Hi Diane, Gamin;w�;plese!h91d off Qn ithis a plicaftion?-Based.o;n t eBA s determination_tbe owner�esds�to think-about�a$few t �g i s Merry Christmas! On Wed, Dec 21,2022 at 8:01 AM DiSalvo, Diane<diane.disalvo@town.southold.nv.us>wrote: Yes, received the paperwork. At this point the application is headed toward our January 18, 2023 meeting but has not been thoroughly reviewed as yet. Diane From:Jessica Magee<imagee@amparchitect.com> Sent: Monday, December 19, 2022 4:37 PM 1 To: DiSalvo, Diane<diane.disalvo@town.southold.ny.us> lI Subject: Re:Submitting Applications I I Hi Diane, 1 1 1 11 Just wanted to make sure you received the Trustee paperwork that was dropped off f r Stephen Mandaro? Do you know if this has been added to a public hearing yet? 1 I 1 Thank you, i I jI i On Tue, Nov 29, 2022 at 12:55 PM Jessica Magee<imaeee@amparchitect.com>wrote: I 1 S T Michael.J.Domino,President �0 Town Hall Annex Cs l' 4 54375 Route 25 John M.Bredemeyer III,Vice-President P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski ,� g Telephone(631) 765-1892 Greg Williams �C''(�.C�U 1 f� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application D E C E I V E Wetland Permit Application Administrative Permit Amendment/Transfer/Extension NOV 9 0 2022 . Received Application: 11.10.2y Received Fee: $ ZbV.00 VCompleted Application: Southold TOM Board of Trustees Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec, Lead Agency Determination Date: / oordination:(date sent): 1 LWRP Consistency Asse sment Form Sent: a V,,,CAC Referral Sent: 1 a I a ✓ Date of Inspection: ( �3 Receipt of CAC Report: Technical Review: _74Public Hearing Held: MISP Resolution: Owner(s)Legal Name of Property (as shown on Deed): Stephen and Fortune Mandaro Mailing Address: 47 Beverly Road, Hawthrone, NJ 07506 Phone Number: 201-343-2012 Suffolk County Tax Map Number: 1000 - 31-17-04 Property Location: 2135 Bay Avenue, East Marion (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): AMP Architecture (Anthony Portillo) Mailing Address: 10200 Main Road, Unit 3A, Mattituck, NY 11952 Phone Number: 631-603-9092 Y Board of Trustees Application GENERAL DATA Land Area(in square feet): 6,000 SF Area Zoning: R40 Non-Conforming Previous use of property: Single Family Residence Intended use of property: Single Family Residence Covenants and Restrictions on property? Yes X No If"Yes", please provide a 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? X Yes No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure (s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date 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): Please See Attached I AM P Architecture Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build November 3,2022 Wetlands Permit Application Mandaro Residence 2135 Bay Avenue East Marion, N.Y. 11939 SCTM: 1000-31-17-04 Project Description: Removal of the following: Existing Outdoor Shower: 16 SF,4'-0"x4'-0" Front Entry Stoop: 30SF, 6'-0"x5'-0" Rear Brick Patio at Grade: 418 SF Existing Roof Existing Septic System Existing foundation locust posts . Proposed Lift and Relocation of Existing 1 story frame dwelling:40'-3%2"X 20'-6" (800 SF) Proposed Open Foundation with Breakaway Walls: Approx. (15) 10" 0 Wood Pilings Proposed 2 Story Additions: 6'-6"x8'-0" (52 SF); 2—1'-3"x9'-8" (26 SF) Proposed Front Covered Porch: 6'-6" x5'-9" (38 SF) Proposed Front Entry Stairway: 65 SF Proposed Rear Entry Stairway:44 SF Proposed Second Floor Addition: 20'-6"x40'-3%" (800 SF) Proposed Mechanical Platform with Steps: 42 SF Proposed Outdoor Shower(Open to Above):4'-0"x4'-6" (16.5 SF) New IA OWTS:To be installed at front of property Proposed Retaining Wall with 36" High Railing& Rear Stair at North/West Side of Property:Approx. 109 linear feet Proposed Retaining Wall at South Side of Property:Approx.43 linear feet New Pervious Driveway with Curb:Approx. 654 SF New Buried Drywell: (1) @ 8'x4' Deep Drywell Approximately 2,760 cubic feet of earth to be removed for proposed septic components excavation. All to remain at site for backfill 8,159 cubic feet to be used for proposed regrading Page 1 of 1 Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Please See Attached Area of wetlands on lot: 650 square feet Percent coverage of lot: 10.8 % Closest distance between nearest existing structure and upland edge of wetlands: 17 _ feet Closest distance between nearest proposed structure and upland edge of wetlands: - feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 2760 cubic yards How much material will be filled? 2,760 cubic yards Depth of which material will be removed or deposited: 5 feet (FOR SEPTIC ONLY) Proposed slope throughout the area of operations: 2% Manner in which material will be removed or deposited: ALL MATERIAL WILL REMAIN AT SITE FOR BACKFILL. 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): The existing traditional septic system is located in the rear yard about 8.0' from the 2022 Delienated Wetlands line We are proposing to remove this sy is em (or ahandnn if deemed more appropraite for the environment) and replace it with a new IA OWTS in the front yard. Due to HD standards we will be required to move the house closer to the Wetlands. Proposed ans showing the system can be found on Page - t ' 1 617.20 Appendix B Short Environmental Assessment Form ,Instructions for Comnlctinp, Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part t-Project and Sponsor Information Name of Action or Project: MANDARO RESIDENCE Project Location(describe,and attach a location map): 2135 BAY.AVE EAST MARION NY 1 Brief Description of Proposed Action: Please See Attached Name of Applicant or Sponsor: Telephone: 631-603-9092 AMP ARCHITECTURE E-Mail: jmagee@amparchitect.com Address: 10200 MAIN RD UNIT 3A City/PO: State: Zip Code: MATTITUCK NY 11952 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 KI E may be affected in the municipality and proceed to Pail 2. if no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ElSOUTHOLD TOWN ZBA, NYS DEC AND SOUTHOLD BUILDING DEPARTMENT 3.a.Total acreage of the site of the proposed action? 1 acres b.Total acreage to be physically disturbed? .02 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) [:]Industrial ❑Commercial ®Residential(suburban) El Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ a ❑ b.Consistent with the adopted comprehensive plan? ElX❑ El 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? FyTJ❑ LLJ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑ ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ElrV1. 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑ ❑ b. Is the proposed action located in an archeological sensitive area? ❑ ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? =T_ El 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 ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ❑ ❑ 16. Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ 0 a.Will storm water discharges flow to adjacent properties? ®NO ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and sprm drains)? If Yes,brieflydescribe: NO YES ALL ST ❑ ORMWATER RUNOFF WILL BE CONNECTED TOS RIE RYWELLS I Page 2 of 4 I 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: M F] 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: 1 � F-1 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: q a AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: AMP Architecture,Anthony Portillo Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the•following questions in Part 2 using the information contained in Part 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 i impact impact may may occur occur I., 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? ❑ El 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? ET 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? Ei 8. Will the proposed action impair the character or quality of important historic,archaeological, El 1:1architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ Elwaterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4. No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage a problems? EJ 11. Will the proposed action create a hazard to environmental resources or human health? El Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. 1 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. F] 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. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signahu•e of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Application AFFIDAVIT .ph2ni 1"lC1lY� �Q BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)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. Signature of Property Owner .Sigazur of Property Owner { SWORN TO BEFORE ME THIS DAY OF ,20 Notary Public DONNA VAN DOVER NOTARY PUBLIC OF NEW JERSEY My Commission Expires 2/7/2o22. Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, ld,J -4- owners of the property identified as SCTM# 1000- 31-17-04 in the town of New York,hereby authorizes AMP Architecture 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. Property Owner's Signature Prope Owner's Signature 9�7 SWORN TO BEFORE ME THIS Q ' , DAY OF , 20 Notary Public DONNA VAN DOVER NOTARY PUBLIC OF NEW JERSEY My Commission Expires 2/712022 r APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emoloyees 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: -5- P (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit X 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/agentfrepresentative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of ,20 Signature - Print Name �� !�.J ��,o.��sa✓r t �or-T, APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of tow ,6 ice&and em IILa The Rrraose 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: Portillo,Anthony (Last name,first name,itiddle 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'officeror employee of the Town,of Southold? "Relationship"includes by blood,rgarriage;.or business interest"Business intcrest",means a business; including a partnership,in which the town,officer or employee has.even a pattial ownership of(or.employment by)a corporation in which the town officer.or employee owns'morc.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. i The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner-of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in'a non-corporate entity(when the applicant is nota corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION Of RELATIONSHIP Submitted this 9 November 20 22 Signature Print Name Tnt y Portillo Form TS I --ard of Trustees Applicata r PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: . T"7TSS: 4- 3 / - 0 - 3 -3 / - 0 - 3 3)- STATE )-STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , 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 located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 720 Notary Public Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS I APPLICATION NAME & SCTM#: y I• Vprf_o V-4�5 yoew k, 1000- '3 (- 1-H34 NAME: ADDRESS: STATE OF NEW YORK COUNTY OF SSUFFOLK �qfm a I , residing at 2135 EM / 0n R),5� mly f I m , being duly sworn, deposes and says that on the day of 20 2,3 , 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 located at ` 1' la�l lit U SVS , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. `� Sworn to before me this si Day of , 20 BARBARA H.TANDY Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County Commission Expires 910 Notary P blic t'. A M P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Mandaro Trustees Hearing 2135 Bay Avenue, East Marion SCTM:1000-31-17-04 31-17-1(water) 31-17-3 Gerald Gleason and Ann Aguanno 525 W 2381h St Apt 1L Bronx NY 10463 31-17-5 Juliane Laudato PO Box 196 Nesconset NY 11767 31-17-8.1 Francis and Maureen Beaury 8 Woodvale Ave Kings Park NY 11754 31-16-6 Jennifer and Susan Kamrowski 285 Huckleberry Hill Rd PO Box 776 East Marion NY 11939 Postal Postal CERTIFIED o RECEIPT u I Domestic Mail Only, D. I ''ru , • Iti •� Q Q �( frt' YT�1754, , t N _ Q Bro Scr c, L I m Certified Maile � 4,15 •, rn Certified Mail Fee $4.1 aru 9 y� ,� ru $ { Q Extra Services&Fees(check box,add fee e §qP f�to) /)d'� a� 1-3 Extra isNices&Fees(check box,addfee TIT.�prfate) s as ®� []Return Receipt(herdcoPY) ��trJJ� 11117 /•s,+C posmark ]Re tum Receipt(herdcopy)- $—� C1¢r �� ❑Return Receipt(electronic) n_Illl t y postmark 8 f5 nrr i' unre r. rU ❑Return Receipt(electronic) $ Q f _ t j7 a ^aefe 0 ❑Certified Mail Restricted Delivery $—w.�rvc� i f.,4 '-•7 Q Adult Signature Required $ Q ❑Certified Mall Restricted Delivery $.�-r-.-r� v Q ❑ \.�•,;� �. Q ❑Adult Signature Required A•rY .7�— ❑Adult Signature Restricted Delivery$�— , Q Adult Signature Restricted Delivery$_� ` N. �V� Postage g $I] 37 ' C3 $stage a and F 11.$7 Q I]�/1�. � 3 �- Total Postag IV.37 rj $ i rU Total Postage and TF.37 $ $ ru Sent To � -� rU To ru ./ D n O�!n�C]Sl------------------- IC3 Sireet and ApL No or PAar,- Sent o f1J ��_� 0�5 f� Q SiieeisndApt.No.,or PO Box No ____________ ____ _D Y==T'"""""' II��+ t � 5 l----- ------ City,State. IP 4 `4 r. _G,Z ------- . City,State �1X •� � ?' �r r r r Postal Postal ■ , p ■ ■ CERTIFIEDDomestic Mail Only Ir Domestic Mail Only rq Ne East � ilg? € ' rm 71 Certified Mail Fee 4 1 `�.F�1 �~�r • m Certified Mail Fee -ttr U gip rU $ Z Q Extra Services&Fees(check box,add fee I ate -` 'a•"�' ❑ReturnReceipt(hardcopy) $ postmark Q Extra Services&Fees(checkbox,add fee��p p�ja te),-�•.; �N� ❑Return Receipt(hardcoPY) _ $' �' ,,¢¢ 'a (u ❑Return Receipt(electronic) $ � 'LC� rU ❑Return Receipt(electronic) $ Dstmerk 11 Q ❑Certified Mall Restricted Delivery $ � ) Here Q ❑Certified Mall Restricted Delivery $ l Here r Q Adult Signature Required $ Q Adult Signature Restricted Delivery$ t `• ` 1-3 ❑Adult Signature Required Q ,� []Adult Signature Restrlcted Delivery$ i',•+., �, €'xy Q Postage $0.t87 U4/ ) Postage',', y_,E;J Ira $ Q �)•�� - Total Postage and Fees ra $ �. 7 Total Postage an Fees I ru $ rU $ ru Sent To --- V_�7 f1J Sent To �ireet andAp or PC7 ox tVo: 1 5 ---------------------_----- Q �(, (p Sireet andApt.No.,or Pb Box No. r 0_-�� ------r - Crry,�iare.ziP :•r r ,r rr,•r• :�r r r, rr,•r• Glenn Goldsmith,President �Qg11FF0j/( Town Hall Annex A.Nicholas Krupski,Vice President Gym 54375 Route 25 Eric Sepenoski ti = P.O.Box 1179 Liz Gillooly p Southold,NY 11971 Elizabeth Peeples y6j�l �aOA� Telephone(631)765-1892 . Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO 1�D..:T�'COMPL�E�TE�THIS�,O' r :°� NTIL�THE�+�`O�ING�IAS�R��IIIAIIVE�D3 INPLACEFORA*TsLE. �1'TSE#VENDA�YS� FORT �HEWPfB�G HE Rl/ Gr' DA��*E EO-1V1dZ' TEyTHIS OR1Vl DlV'EIGHT H'T?�QR-LATE°RR9 r Nf ` �' P � • 7,• 5r n e 1 ' ,� '� v' residing at/dba 21�5 MV W►' Ue f gSk HM t)ll rAA being duly sworn, depose and say: T� That on the I I day of-A-VV&%L , 20 23 , I personally posted the property known as by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,April 19,2023. Dated: (si nature) Sworn to before me this R day ofl 20 a3 BARBARA H.TANDY Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County �z N tary Public Commission Expires- UMM r —1 i*_' U_" T1LE r - HEAKI 11G 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. OWNER(S) OF RECORD: STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS SUBJECT OF PUBLIC HEARING: For a Wetland Permit to remove the existing 4'x4' outdoor shower, 6'x5' front entry stoop, 418sq.ft. at grade rear brick patio, existing roof, existing septic system and existing foundation locust posts; for the existing 40'3 %"x20'-6" (800sq.ft.) one-story dwelling and to lift, relocate and construct additions to the dwelling consisting of an open foundation with breakaway walls using approximately (15) 10" diameter wood pilings; construct a 6'6"x8' (52sq.ft.) and a 1'3"x9'8" (26sq.ft.) two- story addition; construct a 29'x27' (783sq.ft.) second floor addition; construct a 20'6"x5'7" (114.8sq'.ft.) second story seaward balcony; a 6'6"x5'9" (37.3sq.ft.) front covered porch with a 7'x9'3" (64.4sq.ft.) front uncovered porch and entry stair; 44sq.ft. rear entry stairway; 42sq.ft. mechanical platform with steps; 4'x4'6" (16.5sq.ft.) outdoor shower (open to above) with 17 gallon storm water catch basin; install a new I/A OWTS system on the landward side of the dwelling; install a retaining wall with 36" high railing and rear stair at north/west sides of property consisting of approximately 30 linear feet being 3'5"high, 16 linear feet sloped from 3'5" high up to 5'4" high, 53 linear feet being 5'3 %" high (heights taken from existing average grade); proposed retaining wall at south side of property consisting of approximately 43 linear feet being 3'5" high from existing average grade; a total of approximately 9,645 cubic feet of fill will be required, 2,760 cubic feet will come from site excavation and 6,885 cubic feet of fill to be brought on site; install a new 654sq.ft. pervious driveway with curb; install one (1) 8'x4' deep drywell to contain roof runoff; and to install and perpetually maintain a 10' wide vegetated non-turf buffer along the landward edge of wetland vegetation. Located: 2135 Bay Avenue, East Marion. SCTM# 1000-31-17-4 TIME & DATE OF PUBLIC HEARING: Wednesday, April 19, 2023 — 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 prior 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 significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent.to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 -31 _17 _04 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. FLX& Building Dept. 0 . Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation, land transaction) (b) Financial assistance(e.g.grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Lift & relocation of existing dwelling; New Foundation, New Second Story, New Entry Porch & New IA OWTS Seasonal single family dwelling existing,year round single family dwelling proposed Location of action:2135 Bay Avenue, East Marion Site acreage:0.1 acres Present land use:Single Family Residence Present zoning classification:R40 Non-Conforming 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:AMP Architecture (Anthony Portillo) (b) Mailing address:PO Box 152 Mattituck NY 11952 (c) Telephone number:Area Code( )631-603-9092 (d) Application number, if any: Will the action be directly undertaken, require funding,or approval by a state or federal agency? YesEl No® If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ®Yes [—] No F—]'Not Applicable The proposed house relocation and new IA OWTS increase the conformity of the lot and move the septic away from the Wetlands 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 0 Yes 11 No X'Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes 0 No 0 Not Applicable The proposed second floor addition does not go over the allowable 35' height by code 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 0 No 0 Not Applicable The new foundation will be stronger that what the house currently rests on The existing septic is extermely close to the Wetlands in the rear yard,this will be removed and a new IA system will be placed in the front yard Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ® Yes 0 No 0 Not Applicable The exsiting septic near the Wetlands in the rear yard will be removed. The new'IA OWTS will be placed as far away from the rear Wetlands as possible Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ® Yes No 0 Not Applicable The exsiting septic near the Wetlands in the rear yard will be removed. The new IA OWTS will be placed as far away from the rear Wetlands as possible Attach additional sheets if necessary Policy 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 The exsiting septic near the Wetlands in the rear yard will be removed. The new IA-OWTS will be placed as far away from the-rear Wetlands as posse e 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. ❑ YeLl No 2 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. . 0 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 All site improvements promote a more feasble means to sustain the natural environment, much greater than what currently exists Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. , 0 Yes ❑ No X Not Applicable Created on 5125105 11:20 AM