Loading...
HomeMy WebLinkAboutTR-10712 _ Glenn Goldsmith, President ®��®f s® Town Hall Annex �l�®� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoskii Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples y® 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 1 st day of construction % constructed XWhen project complete, call for compliance inspection; Glenn Goldsmith, President '®f SO(/,� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ��V� ®�® P.O. Box 1179 Eric Sepenoski ! Southold, New York 11971 Liz Gillooly Telephone(631),765-1892 Elizabeth Peeples � �� Fax(631) 765-6641 Com� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 3, 2025 Anthony Portillo AMP Architecture PO Box 152 Mattituck, NY 11952 RE: MICHAEL GULIZIO & STEVEN CORDOVES 526 ISLAND VIEW LANE, GREENPORT SCTM# 1000-57-2-26 Dear Mr. Portillo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 13, 2024 regarding the above matter: WHEREAS, EN-Consultants on behalf of MICHAEL GULIZIO & STEVEN CORDOVES 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 September 11, 2024, 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 recommended that the proposed application be . found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 4 and 6 of the Local Waterfront Revitalization Program to-the greatest extent possible through the imposition of the following Best Management Practice requirements: the Trustees have thoroughly reviewed the proposed plans and parcel and feel the proposed is an overall net benefit and that the I/A System is considered to be on the plans; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on November 13, 2024, at which time all interested persons were given an opportunity to be heard, and, 2 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, WHEREAS, the project complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of MICHAEL GULIZIO & STEVEN CORDOVES to demolish existing dwelling, decks, porches, walkways, existing septic system, and shed; construct a proposed two-story 1,873.7sq.ft. dwelling with 11.7'x16.10' front porch and steps, 40' (max. width) x 18.7' seaward side deck with intergraded 15'x30' pool, 450sq.ft. hot tub, pool to have 2.6'x30' overflow basin <8" from grade; construct an I/A OWTS system landward of dwelling; modify existing driveway; install Cultec stormwater chambers seaward of dwelling; and to establish and perpetually maintain a 20' wide vegetated non-turf buffer along the landward edge of the wetlands with the condition that the drywell be pulled back landward of the pool; no removal of trees within 100' setback;. plant four (4) native hardwood trees with a minimum 2"-3" caliper to replace trees that will be lost due to installation of septic system; and as depicted on the site plan prepared by AMP Architecture, received on January 30, 2025, and stamped approved on January 31, 2025. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six-months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $ 50.00 Very my yours, Ao'r'� Glenn Goldsmith President, Board of Trustees r%' r : F i° � .�` + J � ?'' • s C•S a •F\' , a r �.:- ♦•1 1°f�i �e. 4t BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK DATE. NOVEMBER 13 2024 <' PERMIT NO. 10712 ' ISSUED TO: MICHAEL GULIZIO & STEVEN CORDOVES PROPERTY ADDRESS: 525 ISLAND VIEW LANE, GREENPORT SCTM# 1000-57-2-26 w " � AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 13,2024, and in consideration of application fee in the sum of$1,250.00 paid by Michael Gulizio&Steven,Cordoves ' and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: s s 3r Wetland Permit to demolish existing dwelling, decks, porches,walkways, existing septic f` • ; system, and shed; construct a proposed two-story 1,873.7sq.ft. dwelling with 11.7'x16.10' front porch and steps, 40' (max.width) x 18..T seaward side deck with intergraded 15100' pool, 450sq.ft. hot tub, pool to have 2.6'x30' overflow basin<8" k from grade; construct an I/A OWTS system landward of dwelling; modify existing r` driveway; install Cultec stormwater chambers seaward of dwelling; and.to establish a :- and perpetually maintain a 20' wide vegetated non-turf buffer along the landward edge a` " <� of the wetlands with the condition that the drywell be pulled back landward of the pool; r r. no removal of trees`within 100' setback; plant four(4) native hardwood trees with a y �.+ minimum 2"-3" caliper to replace trees that will be lost due to installation of septic system; and as depicted on the site plan prepared by AMP Architecture, received on January 30,2025, and stamped approved on January 31,2025. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these resents to be subscribed b a majority of the said Board as of the day and year written above. -" P Y j n' Y Y x , co CIO 4�y I r '. �. ,� � I� �! „��y`P Se' ��•� �> ` � .� .:'y�8i 1 i•.,s, �1�,,. . s � P:r" 4^v�1 �A\!`�L TERMS AND CONDITIONS The Permittee Michael Gulizio& Steven Cordoves 525 Island View Lane Greenport New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass,upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. - x V I E W PR0,IEGT/nZON111G DATA {, �_ ¢ r j �, L _ ,� n -v �. M o = b I S L N D I (4) EXIST. TREES W a TO BE REMOVED TAX MAP# 1000=5-I-0a-ab Z 3 _ °40'30°E t' I EXIST. 7.71 X 1 5 \o4Ol n 5 I ZONING DISTRICT R-40 NO Q Q¢ -- 2.1' SHED TO — n = on= EXIST. STONE/ FRONT I LOT AREA Ob ACRES � y N w i I BE DEMO. 40' FRONTT i\ Z ti L GRAVEL �tt YARD SETBACK I✓ T>$T2 II GofO -SINGLE FAMILY WOOD a<¢N ¢° W TEW DRIVEWAY TO ' _ \ _ I I FRAME DWELLING WITH < ¢W~ s�3"1282;I I/12/2014 F o x b.O L- SUNROOM AND ACCESSORY '� W n ,0„w��z BE MODIFIED TE5T PROP. MODIFIED' SHED cmw Ho '°�Tr> #1 Es I 40' FRONT YARD GR�`VE I T 41 AE EL.6 0 o o U o Q N DRIVEWA , I TEST I FEMA FLOOD ZONE W J x¢ 15' SIDE YARi� ' SETBACK I __ - I SOUTHOLD TOWN TRUSTEES APPROVED SETBACK I _T 15' SIDE YA 20' SIDE YARD o =g a LL= ¢ W N 6 ' SETBAC I 23.2� - I ' SETBACK (35' PENDING _ °o - `I DEC D15MOT w a°¢Z3 1 z �' I \ I- 20' SIDE YARD 1, I / --- COMBINED) Y�Z= - d I II/03/24 m O SUFFOLK COUNTY HD APPROVAL R 21 1495 m z 3 o a s rL I r_- SETBAGK (55' N I�Z O� �, �r ° APPROVAL N uuw)i¢w a PLANTINGS TO BE \ O' I COMBINED) N r / 'tom h r u Z a a W=I o r- c(1 L11 x Z a n w ¢ =o / f "�."`� m REMOVED mI i I 16.8 I{m OTGovRAGE � m PROPOSED 2 I �r r c ��g a« w x z<=5 0 STORY I I p �{ 50UTHOLD TOWN xGODE,280 124 w a Z C Z _ EXIST. WpOD 1 1� ./ z,_.,.x.fiy�.rrJ.P..,,, ,a,-, � ,-`�.c,,. .•:,:. .,,» .,,-,,.•4c°i a a ¢ uOlw3Zz PECK TO BE DWElrLING I �{ DESCRIPTION(FOOTPRINT) AREA GOVERAOE ¢W c n - PROP. CHIMNEY o° w�x z w 100' TRUSTS 5 ' y-� I DEMO. 100' TRUSTEES I ' �j/ SETBACK FROM I 40.0/ If PROV. (4) TOTAL LOT AREA SETBACK FROM r o gawWs EXIST. WETLANDS' I -------------- NATIVE TREES r N N a�as` WETLAND52rs:, I - ",` s- ""I' WETLANDS AREA o 5 w> ENCLOSED I ' , 2 3 CALIBER-" IoSaa S.F.s.F. � z 75' DEC \ I I I PORCH TO BE PROPOSED I _-C EACH BUILDABLE LOT AREA N 14,66-1 S.F. ti e F o o n o a a' a' a'sW�¢o 5ETBAGK FROM �- DEMO,. REAR PECK ' , i/ PROPOSED 2 STORY DWELLING l� �-5OUTHOLD I I I` , 50UTHOLD (KI OVERHANGS) 2222.0 S.F. 15.IRi WETLANDS p•7 38.2 � /� TOWN PIER 75' DEG I '15' 1- yY TOWN PIER ,PROPOSED ATTACHED POOL AND LINE SETBACK FROM I/ tt t I� LINE 654 S.F. 4.55K ty EXIST. I STORY �. t � REAR DECK OPEN TO ABOVE � P lam- 8.2 WETLANDS ' t FRAME DWELLINC�TO I 4' 24 3 EXIST. ABOVE I -_�- OO It TOTAL AREA OF ALL STRUCTURES 2876 S.F. Ia.6A5 -� BE DEMO. EXI T. i 13' �' GROUND PROPANE PROPOSED , I -� , PROP. 20 TANK TO BE GUNNITE POOL I I - MAXIMUM LOT COVERAGE ALLOWED:aO% U REMOVED W/ WATEg ALL ' �- t / W t NON-TUVEOETRD '-LOT cow Has�GAL.GULATm wmF-ARm To TfE TOTAL BUILDABLE LOT AREA. m -I--j EXIST. WOOD' DECK �-i' EDGE A 6' X I I L-'.� .'!�% /,•� BUFFER -�• W/ HOT TUB/TO BE y- I I / �j b' t AND TUB ' I / , , i DEMO. i' I �° EXIST. STONE/ '';�r,. ;%::-„ / EXIST GONG. �'::' WALL ZONING REGiJLATIONS MAtN t3UILf�iT1G GRAVEL WALK TO PROP NATIVE �N';;;-;, % %:;; — i BE DEMO. PLANING :� ':�J V -5, _ PROP. 4 WIDE SOUTHOLD TOWN CODE 280 124 Q � MITIGATION 3 - ,' �= I� PATHWAY TO EXIST. GONG. __ i m CATWALK s = er PROPOSED COMPLIES 0 O WALL s , I - LIMITS OF_zl ' CLEARING, l z '?I °` .A '( I c O' i 4a.s' YES EXIST. GONG. COVER m C�RADINC� AND SALT MARSH - D ' Ir'r. ` ' ti SALT MARSH ^ i - `U (,� 15.0' YE5 WETLANDS LINE OF I GROUND I Ev Z DISTURBANCE i Y S s 35.0' YES FLAGGING �� L�. 50' REAR YARD ' S3°2q'S7"W WETLANDS �' 3,2q`g-►"►nl MIN.REAR YARD 50.0' 132.4' YES LINE OF 58 I It SETBACK W I I 11.02 I I • 11.02 MAXI M H I i 5.0' •6' t Z -e O, Al FLAGGING i I � w g 50' REAR YARD EXIST. '3 G Il V�Ck r > Z Lu � gl Tq /h 4j EXIST. SETBACK - - -- - - - �tI Z 0 DOCK ' i pc° ^� PLATFORM r ° I ° J AN 3 0 2025 z o o z �` PLATFORM EXIST. WOOD , ✓� N Z WE p ( \ /S� N CREEK CATWALK I •/SV>° CREEK N w N w EXIST. WOOD CATWALK ), , C _-.-- Southold Town _ SITE LAYOUT NOTES_ `\�g R 3 I �;e5 sr3fi I. TH15 15 AN ARCHITECT'S 51TE PLAN f 15 Board of Trustees o N a I yT. S SUBJECT TO VERIFICATION BY A LICENSED � � Fi vL S W 6�'° SURVEYOR. THE INFORMATION _ ° .o �, 6,°o WETLAND FLAGGING BY 5HAWN M. I _ _ �84$u REPRESENTED ON THIS 51TE PLAN 15 TO THE �l� ,1. �' � c� CL �•�3 F BARRON M.S. ON DEGEMBER I5, 2023. J ARCHITECT'S BEST OF KNOWLEDGE. �� p__ �� --WN THUS: ° ----- - - SHO 2.SURVEY INFORMATION WAS OBTAINED , I 13 Z FROM A SALT MARSH tt°, PREPARED SURBY: DATED.IDLY OI,2024 AND ti SALT MARSH DENNIS W.LAYTON NY5 LAND SURVEYOR C$� I LIG.#O5092O �., , n I J 15 FROWEIN ROAD,SUITE E2 ?P F J �-------------- a L-o-—-o— -- 585°40'30"W 75.0' CENTER MORIGHES,NY 11934 f o 585 40 30 W 75.0 w EXISTING SITE PLAN PROP05ED 51TE PLAN VKL 4`TON.0 7 � �1� I'�� . DWLAYTON.GOM a a SCALE: I" = 40'-OII SCALE: I = 4O.-Ol. n W Z N w g a I E I UNDRY - - - - - - - - - - � ., ��aw j PROPOSED I ROOM I IGAR GARAGE in 0 z =FQm a F o S m W w p (� O2ZJ I I PROPOSED PROPOSED I I a z W I U I= W y�QLL DECK PROP 2 I I GYM I . 0 BATH. p LL a0 I I �' I a zw-Q n I I ONp a{mm ¢ aS2¢m 1 I H W p W a¢a~w 11 1 I PROP. II i .— J o Z 0 o Nzk I I I I PROP. BATH. 1 c> a a ¢ Ow3iz oc$rf- ' FOYER \i/ \ a�0 BATH. BEDROOM Q N a o a E.� I 1 ti o iEccacoo PROP. C. pp ' PANTRY — J I �i5=--7 N r R [ ] f PROPOSED II _ BEDROOM U L. PROPOSED - I J L._.J L._ _. � PROPOSED I— I IJ BEDROOMKITCHENo J L._ - -------- a) m — i oH1_•—__—iM�• BA H. + PROf�05ED � BEDS U C i5l V p II j Q (!) � " PROPOSED j � � s�I PROPOSED LIVING ROOM a — s DINING ROOM —..._ — Q PROPOSED - DECK ECEIVE , PROPOSED A ` z r_ _ _._._._.—._ —._._._DECK _ _ _ _ — —._.—._._._._._. JAN 3 0 2025 I it w 40'-0" = o > Z w Z to 30'-O" m Southold Town Z 9 p ---- ----- ------ Board of Trustees Q W a it 1 I I PROP. N W I HOT c LO u+ 0 1 1 1 TUB I i- I �a Met,, ®. U. cq Ir H 15'-O" 1 O —'I'-8" 1 O O O �� max,, �� � CL � �a OVERFLOW BASIN i- '+` 6 0� TO BE <8" HIGH I PROPOSED I� ,.` ' , ry((4 I POOL PROPOSED NATIVE -————J - PLANTING L------------------------ MITIGATION 3o'-0. PROF. FIRST FL. PLAN : : .. _:,�.. PROP. 5EGOND FLOOR PLAN I w w : 50ALE: 1/5" : •' g L��.''^}; /P:; `r"r.. d>r„~Sr¢/,:;Aj ;;',?XP.•;: ~ � SCALE: 1/6" = VI o a W K Q N 2 W Q s J 2 m W o0W3 m Uz=Q J~N NWFZO 0 Z� U Tu t O J K Q H en a O.2 N NrLL"—�Yw -------------- c N c o2i J� 2 �r/1 W jg W N I N N� LL S I u C J O LL O w U z 0 LL p 2 23 m < 3 .110H 00 � N S W¢ O N Z Z Q aT=R. ga a a ¢r5om I - - - - - w w O V a¢Q~LL I a - I 0 U 0 0 ¢ N W O w yQ 2 S Q O II u°w5uricFi w r=z r II awt¢o II a z¢ooa j p N N w y V N N W f J J f T a =W K 0 rOCaU I I I I � ® ® ® ® � -0 -1--j — U � PROP. LEFT ELEVATION (EAST) N m SCALE: I/8" = I'-O" ;E U L_ Q v� 0 I:. '3 II I rp n E 11 ECEJVE ! J AN 3 0 2025 Z LJd LU Z W Southold Town p LU > z Board ofTrustees ZQ N z c II11 1 N W II , II p Ln N LU I, r LA C'3 6' CL � ELEV. +6.0' PROP. FRONT ELEVATION (NORTH) SCALE: 115" = 1'-0" W a zQ 2 W J Y a 2 � zoou�3 a jadF � �zJ V a vi M1' H LLJ�=J 'uR H tl p W JHz y f z >> m a `Z W W O Q3 W WE �nn S O yWi O z---- Q f W= YI ¢ j f2 y Ir G SILZ W S 2 6 W m Q L 0 LL y J p LL O W � = I y� LL Z y O K p W Q w 1-2�3 m z 3 oap�� N U N W 1 W a z z a I a 'n � p U aKa�LL z 0 0 0 �awam c�i a a �=3Qo~~ W�'A V W F=Z W �wtQo Z a a C g N WZ W= j N N N a �C7 \ \ \ W 2 0-8 W S O •1 e1 W OM8L Q a' .r 4 S O WO Q ;ol ��00 -1--1 U PROP. RIGHT ELEVATION (WEST) (D m 50ALE: I/8" = I'-O" 4-J -- - - - - - - - - - -- o U CD / \ a. p \ Q / \ ECEIVE \ \ JAN 3 0 2025 Ui z q / W w gR. T / r Q \ Southold Town — Z ! � Board ofTrustees 0 p 1= I I iiZ0 / \ a a LLL w •.`I I \ J to W oIN C5 N C CL W � ��® c fl. d'y'�+ a PROPOSED NATIVE—....,, PLANT MITIGATION 3'-0"HIGH . I �✓ 1 = cla � "�'� PROP. REAR ELEVATION (SOUTH) �x �'74 1Q, 5GALE: 1/6" = 1'-0" 4. o a I I EXIST. WELL I I CULTEC HVLV SFCx2 FEED CONNECTOR 1-2 INCH[25-50mm]WASHED,CRUSHED STONE CASING WHERE SPECIFIED CULTEC AROUND SOTONE NON-WOVEN OP ANDS DES MAEXTILE NDATORY, J� �\ / I,�I /� }�I CULTEC CONTACTOR 100HD NATURALLY COMPACTED FILL BOTTOM PER ENGINEER'S DESIGN PREFERENCE d �/ i S L l"°'t N D Y I E Y�4 L A I � HEAVY DUTY CHAMBER Q / I FINISHED GRADE Q I . w� RELOCATED UTILITY 6.0"[152 mm]MIN I/ ILL!POLE d OVERHEAD �pQ \\% \\ J C13 ELEG. WIRES Q� / i // (0 -- Iw MAX.COVER DEPTH /\\ c y q Q �' O / IQ A \\ 6.0"[152 m]MIN. N z / ,� . EXI5T. WATER '� s Cr ,. \ \ 3 rn ��- Y-� VALVE 3 �'\\ �r°;z,c.� << \/, p�t S \ .- EXIST WATER ��v' \\ yy \// 12.5"[318 mm] - NCO 111 i •3 �w, METER X-I w //\\ O'Z w - 585�4b p "E '15.00' w w � - � � �r� 1 ��"=4 -t.j.__t..,..-•+ � �/� '� 'Cj.. .,U �sC, _ Z;.� -,r_�, � ,r ,.r_ \\/ �(9'Yv ' J r.>r t,. C� ,3 C t or, ,x,, o �0(11 <, s r x• 14", S r s a :e ;s kt3 tlt `_ _> L {i //\ 6.0"[152 m]MIN. .1 (J t . (j7 --� I I k' .r .' ': .�.., o ;.i.@@ •"F $`; , / Z - l F f� ter' - i - ft t, / x N ''pZP`Q,. S.i,.'8F-a^'a''u.•''�, �' `s- ¢ 'tr i. a; a.e. giP`�F[ &` 366 (DEED) /\\ �� \�. a, ��. - ` „ 4-- c 566.24' (SURVEY) (mil i 5' i\\\��\\�\\ \\i\\i\\i\\�\\\i\\i\\i\\�, i\\�/�i\\�\ \\\i\\i\\i\\�\\i\\\\\i\\ \\�\ \\i\\�\\i\\i\\�\\i\ 0 �N irn r p� p�[IN. cv co I- 40 FRONT YARD SET r EXIST. SHED TO C O� ^/ Inl 41 i P.T.PT ,�,°'r'L, y BE DEMOLISHED CULTEC NO.4800 WOVEN GEOTEXTILE TO BE Q O a 2O J I #2 s o PLACED BENEATH INTERNAL MANIFOLD 1 7;. L - 40.0"[1016 mm]MIN. 12.C"[305 mmJ MIN. 36.0"[914 mmJ FEATURE AND BENEATH ALL INLET/OUTLET -►1 -- -- CENTER-TO-CENTER PIPES (FOR SCOUR PROTECTION) 1 a 1 w'MEST P.T. #3 � y�. W wl HOLE 5095 EXP n.�"��`� L_ __ _�-�," 5, PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR P.T. I 4 `� ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET - I QI a' �, 4 Y M1 MIN. 4_j G MODIIr;.9 .s m' REMOVE CULTEC,-, GO1�TGTOi� I OO D STOfi�MI�I Ti� t-� v AMBER DETAIL. aD m J 15' SIDE YARD SETBA K VACANT of �1 GRAVEL IO' EXIST. (4) 8' -V I j AND 1 1 0I DRIVEWAY MINI, TREES MIN. SCALE: NITS +, + IY PROP. A/C CONDENSERS I /// OPtt - -y - LINE OF PROP. 2ND SEPTIC PLAN NOTES p I I GA1rZA6E�w/ d FL. OVERHANG PROF. INFILTRATOR IM-1060, 2-COMPARTMENT, 1000 Q .(n /SL"At'014 d) - ;7J Ix Q, / RA13E' 4 3 O GAL.SEPTIC TANK;VENT SEPTIC TANK O ` 1 G/'ELr,>E I' 0 EXIST. UTILITY POLE TO (SEPARATELY FROM I/A OWT5) TO ROOF. f1 IL - PROP. ABOVE-GROUND 1 1 PROP. INFILTRATOR IM-1060 SEPTIC TANK HOUSING u- tLj5' I PRO. PORCH - J BE RELOCATED Q O z PROPANE TANKS ' �__ � � /, - I Z n 1N. / $ �" 5' MIN. O 5EP71TECH STAAR 0.50 I/A OWTS;VENT I/A OWTS O 5' 20' SIDE YARD SETBACK (55' (SEPAARA COMBINED) TELY FROM SEPTIC TANK) TO ROOF ' PROP. -1'x24'x2.5' DEEP P. GONG. PAD; DWELLING O\ v / / / M I O ANCHOR BOTH TREATMENT TANKS TO PAD INFILTRATOR GUICK4 PLUS w/ PUBLIC \N I I ![y rR0 -STOR .,FR. STANDARD LOW PROFILE WATER O O I I DY�EL NG,,1/' RAYdL�PAGE NATIVE BAGKFILL CHAMBERS(TYP) GRADE TO N Z I I I S' O / O 1.5"m PUMP-BACK RECIRCULATION PIPE, CONNECTED DRAIN 1 I--A 6RAHL:SPACE`,��LAB L. 4 ESTABLISH DISPERSION LATERAL 1 / �QL)ALffCfSUf�ROUN111G 1 -EXIST. WIRE FENCE TO GRAVITY INLET PIPE FROM HOME w/4"x4"x1.5" VEGETATIVE PRESSURE PIPE SIZED t TOPSOIL Z.� y r TEE PROVIDED BY SEPTITEGH COVER v- PLACED As NOTED BELOW W� // 6R4DEr/// PROP. I/A OWT5 CONTROL PANEL (INSTALLED 1 I I /F�./EL,='10:4`/ PROP. CHIMNEY ABO'/E DFE) d BURIED ELECTRIC LINE COVER �I- a I li LAB ELF 5.0' PROP. PRESSURIZED SHALLOW DRAINFIELD LEACHING (MIN) o 1 I DWELLING O �� -- - � I �� 40.0 w/PUBLIC 6 SYSTEM w/ (2) ROWS OF (7) INFILTRATOR QUIGK4 PLUS � HATER STANDARD LOW PROFILE CHAMBERS;MAINTAIN 2' MIN. MIN. I I� /I �;;� BETYIEEN ROWS d 4' MIN. FROM DRIVEWAY <� I I I PROP. REAR DECK / J PROP. GLEAN-OUT. INSTALL WITHIN 10' OF BLDG. FOUND. LINE OF 100' WETLANDS S, I I I - IDE C44AMBFR 20.0' W O NO BENDS SHALL OCCUR IN THE SANITARY LINE AT PROP. z [546 �WIDE TRENCH 2'-0'MIN. b; DP HAL I (3 ) (3 W TRENCH) SETBACK (TRU5TEE5) H / b EXIST. TREES GLEAN-OUT. PROP. OOL / ���° � � � � EXIST. SEPTIC SYSTEM TO BE ABANDONED PER SGDHS LINE OF 75' WETLANDS IMIN. j��' WATERFALL EDGE - \��L O STANDARDS V eROLu�LTER ---- SETBACK (DEC) 1 I - ( I P - NOTES: PROP. WATERFALL EDGE CATCH MI ( I I LO�0`�N/ CONTRACT ALL TTAKE PRECAUTIONS ONS NOTTI TO COMPACT BOTTOM OF PSO TRENCH -4' 1. INSTALL ALL PER I I I - O Z I DMINC,EXCAVATION. O':pA '/ �GO��N 5. SUPPORT LATERAL PR�t?F PIPE w/SNAP ON STANDS(INFILTRATOR PRESSURE DOSING BASIN (<&" FROM GRADE) I I I' - l.�J a I I�,/ P G� PIPE SUPPORT,OR Ea) P 4. END OF ALL LATERALS SHALL TERMINATE WITH A DISTAL PORT.PROVIDE A PVG VALVE 1 _ ___ ,4 y\N A� BOX w/A q0'LONG SWEEP ELBOW t THREADED END GAP. PROP. GULTEG CONTACTOR IOOHD STORMWATER F---T---T-- T---T __l %' 5. LATERAL PRESSURE PIPE SIZING AS FOLLOWS: CHAMBERS; INSTALL PER MANU. SPEC.'S $ LL__1___1___1___1 __ -PIPE SIZE: 1-1/4"SGH 40 PVC,PIPE I I -ORIFICE SIZE: 5/52" ENSURE BOTTOM OF CHAMBERS' CRUSHED I PROPOSED TREES (2) -OR SPACING: 24"0.0 ANGLED AT 12 O'CLOCK(TOP OF PIPE). GRAVEL LAYER INSTALLED 6" MIN. ABOVE / I I _ - I -DRAINA5E/FREEZE PROTECTION: ORIENT EVERY 5TH ORIFICE HOLE AT b O'-CLOCK HIGHEST EXPECTED GROUNDWATER LEVEL ( u°�. w I EXIST. TREE (BOTTOM OF PIPE)w/ORIFICE SHIELD BELOW HOLE 8 "-fit I TO DEFLECT FLOW. EXIST. DWELLING d D CKS ,,`os /� EXIST. GONG. WALL TO BE DEMO 15HED u 1L /8 w'I TOP OF WALL EL.=2.1' INFILTRATOR QUIGK4 PLUS (5LP) P5D DETAIL - / z SCALE: NTS PROPOSED TREES (2) / /' ! T - j HIGHEST EXPECTED GROUNDWATER NOTE: Fw- �f AN ADDITION OF 0.4'HA5 BEEN ADDED TO THE OBSERVED TEST HOLE a PROP. ESTIMATE THE HIGHEST EXPECTED GROUND WATER ELEVATION.THIS AVJL)5TM (4)BEDROOM MEASUREMENTS RECORDED AT A NEARBY U.5.0.5 MONITORING WELL.THE VAL DWELLING 24'm LOCKING ACCESS GONERS w/ DETERMINED BY CALCULATING THE DIFFERENCE BETWEEN THE GROUND WATE RISER;PROVIDE SECONDARY SAFETY 2"4)HEADER d TEE5/ELBOWS, THE TEST HOLE WAS MEASURED,AND THE HISTORIC HIGHEST MEDIAN LEVEL F \ "(O� / y v•, COVERS BENEATH PRIMARY COVER FOLLOWED BY REDUCERS AS REQ.V �OLv \\I F.F.EL.-10.4 (TYF.,ALL RISERS) TO MATCH P50 LATERAL PIPE SIZING -MONITORING WELL 51TE NAME: 5 I6185.2 -MONITORING WELL SITE NUMBER: 410b540.72225601 PROJECT: � PROVIDE PO PROV LYLOK P-68 OR ZABEL -GROUND WATER LEVEL ON AUGUST 21 2024: 1326'BELOW GRADE INN.EL.�2.q' , 2"m 5DR 35 OR PVC Ea. Alt EFFLUENT FILTER(OR OTHER DISTRIBUTION PIPE;MIN.PITCH�•:I' -HIGHEST HISTORIC MEDIAN LEVEL FOR AUGUST: 12be8'BELOW GRADE / APPROV=- MODEL w/LABEL MIN.4'm 5DR 55 ISLAND VIEW INDIGATINS COMPLIANCE w/NSF PVC OR£Q. SLOPING BACK TOWARDS I/A OWTS v Q�� O MIN.PITCH�":1' ADD FILL(A I'TO D AS REQ.'D TO P` •P I= STANDARD OR EQUIVALENT) / O ENSURE BOTTOM OF P5D 5'-0"MIN.ABOVE 6JN. 510 m r-O"MIN. EL.=SA 8 RESIDENCE I� 2'-b"MAX. W MIN. 0��2 N j'' W✓�L (11 SLAB AV6.GRADE EL.o q 1'-0"MIN. -- SANITARY SYSTEM=5.0' 2'-6"MAX. 5%MAXIMUM SLOPE OF �P,(-- PROPOSED 20'-O" � 10 Y.I - 10" 0 6 525 ISLAND VIEW LANE VEGETATED NON-TURF k NG. _ _ - - __ PROVIDE PVC VALVE BOX HOUSING qo' GREENPORT, NY 11944 BUFFER ( ;PIT _ END CAP MIN.4"m 5DR 35 PVG OR EQ. - -SOW L -_� -'� _ �_,- BOTTOM OF (OR BALL VALLVES)W4 DISTAL END DOF EACH MIN.PITCH#":I' III i jl 4 PSD EL.=5.q' Q- LATERAL-FOR MAINTENANCE 6 INSPECTION EXIST. GONG. WALL = - - -- - I�/•J - - - - - - , 2 n INFILTRATOR aUIGK4 PLUS 5LP HIGHEST EXPECTED DRAWING TITLE: 5T HOLE DATA - EL.-5.5' - g , CHAMBERS,AS PER DETAIL 6�ND WATER EL. PROPOSED SEPTIC SYSTEM MGDONALD GE05CIENCE TOP OF WALL EL.-2.5 - - _ 1 (O - _ -_-- -- - - - - - --- - - - AUOU5T 10,-2020 o 2:00FM ' BOX 1000 HEAVY DUTY m - I TEST HOLE OBSER SOUTHOLD,NY Ilcill LIMITS OF CLEARING 1 MIN.INV. LOCKING CAST IRON - - --- GROUND WATER EL- r EL.-5.6' COVER TO 6RADE - .- •. - I .. e, 1'0Vx24'(L)x23TH)POURED CONCRETE PAD(4,000 PSI MIN)w/(2)ROWS (651)165-56T1 GRADING AND GROUND 7� - _ • (TOP 8 BOTTOM)OF•5 REBAR O q"O.G.(BOTH DIRECTIONS);ANCHOR MCD6EO®GMAIL.GOM I i r ; n ;ti :.'•'.'i!:_: `..•� ",: TANKS TO PAD w/NYLON STRAPS PER MANU.SPECS. DISTURBANCE 1 1 NYLON STRAPS SHALL BE EITHER INFILTRATOR TANK BUOYANCY CONTROL SALT MARSH ti 111I I STRAP ASSEMBLY(TANK-505-1GT),OR OTHER GOMMIERGIALLY AVAILABLE EL.=5.2' ___ i STRAP SYSTEMS MEETING MANU.SPEG25 AS LISTED IN INFILTRATOR"IM-t PAGE- Os'- OL DARK BROWN LOAM 50' REAR YARD SETBACK I / GM-SERIES TANK BUOYANCY CONTROL GUIDANCE"BULLETIN. ML BROWN 51LT ' WTL-05 PROP05E7 5EFT 1 G SYSTEM DETAIL BROWN SILTY SM DATE:01/27/25 SAND w/GRAVEL 1 / SCALE: NTS 4.1' WATER IN BROWN I ' gA 7`71 SILTY SANDIE LINE 1 Q 583°2Q'5_T"W n Ip DRAINAGE SYSTEM CALCULATIONS: �• `.`j ,•3, ,Y 11.02 r_: ,,.` n TOTAL IMPERVIOUS ROOF COVERAGE = 2,222 S.F. .. ' i' WATER IN BROWN � -- ;--- --•_. •- 1 2 222 S.F. x 2" RAINFALL EVENT = 3-10.3 G.F. STORAGE REQ.'D 'SIN FINE TO COARSE / SAND WITH GRAVEL 1 / `EXIST. DOCK 16 !` r L r iv PLATFORM - CONTACTOR IOOHD 5TORMWATER CHAMBERS PROVIDE 28.81 G.FJUNIT STORAGE " (14) CONTACTOR IOOHD UNITS PROPOSED: 405.54 G.F. STORAGE PROVIDED PROP05ED 5EPT I G DE51 G N 51 TE PLAN COMMENTS: GRouNDYVATER ,. '. '-L ....._. ENCOUNTERED 4.1'BELOW GRADE SCALE: 1" = 20'-0" 16 c'irus:ees f' R. EES SOUTHO'LD .T UST No. �1113/�y . issued To. � �eve� Ca•�o,►« Da#e Address THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION .TOWN TRUSTEES OFFICE,TOWN OF SOUTH'OLD SOUTHOLD, N.Y. 11971 TEL: 765-1892 ISL ND >/; IEW LP` NE L A. N VIEW L N E I (4) EXIST. TREES I /� a5 Q j TO BE REMOVED c 5°40'50"E �' S �40 NO EXIST. -I."1' X _ _ 1 S °40' V[�V 1� Pl��t/l �✓�� n caa'� EX15T. STONE/ 2Y SHED TO 1 i ACRES w BE DEMO. 40, FRONTT/ z W= GRAVEL - o<; -N tea. YARD SETBACK I TOT M2 I I �' a w 1 T I l� �/I���C.�/1 U �C_ 2;I I/12/2014 _ o w Z O //\ P / I k i N�Fina DRIVEWAY TO � �_,��� , BE MODIFIED I 'E'T PROP. MODIFIED Ho GRAVE T«I '°�rT«I 40' FRONT YARD I resr 15' SIDE YA7 SETBACK DRIVEWA I --- --- I r Z"O�" : I 20 SIDE YARD I M� �ROVED c s � N a z a SETBACK I ---T- - 15 SIDE YA � W ' SETBAG 1 '• I R SETBACK (35' �NDING o ` LL a LL o 3 I2. V I /25.2- -- I COMBINED) ' 20' SIDE YARD - a II/03/24 3 c o F?a APPROVAL U a 0 3 �I r SETBACK (55' I` OI �: I— n z z Q a W- PLANTINGS TO BE i- Irk / A s s �- r I COMBINED) REMOVED �t j rm W ° o m PROPOSED 2 Ir " ;, ;' \ STORY dJ r g0 ` 1 *" o o W C=a 1 -/I EXIST. WOOD I I ►n /"/II -to bU B. ° s s s W� DWEIrLING Ir I NCC\ %LOT ° a DECK TOrr7Crrcr ----- 1 / I DEMO. 100' TRUSTEES I PROP. CHIMNEY AREA covERAGE Z Z w 100 TRUSTEES - �� 'r SETBACK FROMI SETBACK FROM I i 40.0: Ir PROV. (4) TOTAL LOT AREA 25,446 S.F. a Z o F EXIST. WETLANDS'�F� -------------- ^{ NATIVE TREES N H ^a z 0 WETLAND5 AREA W _ WETLAND; '�' ENCLOSED I 's' ��" - 2"-5" GALIBE "''I -/' � J \, - 1 _ �r �" -15' DECI / /' PORCH DEMO To BE {'ROPOSED _ -_C EACH BUILDABLE LOT AREA ' 11 -�/ PROPOSED 2 STORY DWELLING 2�22.0 S.F. 15.1% SETBACK FROM ,-� REAR DECK , I SOUTHOLD (KI/ —SOUTHOLD I 15.0' II -� PR OVERHP05ED ATTACHED POOL AND WETLANDS � . �O'� 38 2, N -i TOWN PIER 75' DEC , ,,� TOWN PIER PROPOSED A P LINE SETBACK FROM I/ I� r% �T LINE REAR DECK OPEN TO ABOVE 654 S.F. 45% �... EXIST. I STORY / I �'_ li 8.2 WETLANDS 1 r FRAME DWELLINC�TO EXIST. ABOVE �I I _ OD I TOTAL AREA OF ALL STRUCTURES 28-16 S.F. 19.6% -0 BE DEMO. EX1pt. I 15.4 % 5 GROUND PROPANE PROPOSED ' ` -- f� I �� I T PROP. 20' MAXIMUM LOT COVERAGE ALLOWED:20% 4✓ TANK TO BE GUNNITE P OL I I VEGETATED U i W � m REMOVED W/ WATE FALL ' - '' BUFFER -LOT cow HA5�"cnLGUL arEn cor�oezEn TO THE TOTAL euiLOvsLe LOT nRen / �_ :: 4-j EXIST. WOO DECK /' EDGE A 6' X I I L=, : •— + g .: .:...:.. W/ HOT TUB/TO BE y- I � ��� 6' F�OT TUB , I \ . • EXIST. GONG. DEMO. WALL Uc EX . GRAVEL WALK TO PROP NATIVE %N;%: /.•%% /' ZONING REGULATIONS_MAIN BUILDING //- r J - PROP. 4 WIDE _ _ BE DEMO. PLANfiING PATHWAY TO " Q . 50UTHOLD-TOWN CODE.280 124- CATWALK ' _ Q EXIST. GONG. ,�" i m PROPOSED COMPLIES WALL 1 K LIMITS OF I I MIN.FRONT YARD 40.0' 4°I.3' 5 CLEARING 1 ' z GO NG.ONG. COVER m MIN.SIDE YARD 15.0' 15.0' YES ' , , 1 SALT MARSH ^- "�p GRADING AND 1 SALT MARSH ^ WETLANDS LINE OF I a GROUND I I MIN.COMBINED �t DISTURBANCE 1 SIDE YARDS 35.0' 35.0' YES FLAGG 1 NG z MIN.REAR YARD 50.0' 132.4' YE5 50' REAR YARD 1 83°2q'S'f W WETLANDSLINE OF 83 2q 5 SETBACK 111 I I J. ♦ 11.02 FLAGGING I I / /♦ II.O2 MAXIMUM HEIGHT 35.0' 33.6' z Oy> ♦ D W QJ rl rnI 50' REAR YARD I / EXIST. I u.l c� ° I ��^4j EXIST. SETBACK �° �� DOCK Z w z DOCK i � � PLATFORM W �� PLATFORM EXIST. WOOD I JAN 1 7 2025 z zIx z EXIST. WOOD CATWALK CATWALK G�EK N N 11 rz SITE LAYOUT NOTES: SOu(jI01dTOWI1 O N Ir • A' I St I. THIS IS AN ARCHITECT'S 51TE PLAN d 15 u) a SUB.IEGT TO VERIFICATION BY A LICENSE � y \ 56? uJ I S67° SURVEYOR. THE INFORMATION =a O ��- °Og r WETLAND FLAGGING BY SHAWN M. ____�. O8'4�r,r REPRESENTED ON THIS 51TE PLAN 15 TO THE �° e c—D AR s� � `--- ��•/3' 4$,� BARRON M.5. ON DECEMBER 15, 2025. mI ARCHITECTS 5E5T OF KNOWLEDGE. 1 s .ti IIL -_---_--_- 2.SURVEY INFORMATION WAS 05TAINED SHOWN THUS: ,�I 1 -- EL.=1' ° FROM A SURVEY DATED.IDLY OI,2024 AND & d`� 3 Z' SALT MARSH I n°,d) PREPARED 5Y: SALT MARSH - O DENNIS W.LAYTONto �„ 1 ° to NYS LAND SURVEYOR �^ �� I r_: ,t;_t ll }fir r N o m 1 LIG.tt050920 1 15 FROWEIN ROAD SUITE E2 J L -- ? �, L------------- ---- S85°40'S0°W 0' CENTER MORICHES,NY 11934 i 5&5°40'50"W 75.o (63U 400-4"IT7 PROPOSED S I ITE PLAN DWLAYTON.coM EXISTING SITE PLAN o a SCALE: I" = 40'-O" 50ALE: 1" = 40'-0" I I UNDRY a o j x a J I PROPOSED I ROOM - T= aATH. P1 IGAR GARAGEwr_ _ _ _ 0zz�PROPOSED PROPOSEDDECKI = o � LL a°LL3 o ¢ zw'o Liz—z- z L-------JYL.� 1R y a NaKw¢ RIP. — _ z 3 aw° ° o o a maw=ate ` i I I I I EPROP. II _ J W w k}a I I I� PROP. BATH. N W t�i a i C O W�ZZ m' "` FOYER I I a=o a A PROP. L _ PROPOSED W w§a �z�ao 0 BATH. BEDROOM a N 5 a w= 0 f9�OP. E 1 d o 0 0 o a n , _ E PANTRY - I BAT R0 ] PROPOSED I I I I I ,I I r n t BEDROOM L J L — J L — Li ,n � s1 r PROPOSED PROPOSED � I II I _ - ' KITCHEN BEDROOM �1 J L — J I U 'tJ � —11—•————1l9cao BA H. PRO + BEDROOM C - —T I PROPOSED o PROPOSED LIVING ROOM ,; DINING ROOM - - - - - - - - - - - - - - - - - - .-� �- 24'-3y2" :� 1\�� Q In PROPOSED - DECK O LU o CV `9 PROPOSED ® r— ~ 2 ` inn wIt It DECK 'JLLJ z rn - - — — - - — 40'-0" Q y o W Q W 5; Z — --------- `1 - ---------- l ---- ? I m Z WFn Z 0 in PROP. 1 1 N cn W II HOT II I - 0 Lf) W I I TUB Lo 1 II II I a 0 0 0 OVERFLOW BASIN I 0 0 0 —�'_8"—� TO BE <&" HIGH j PROPOSED F I POOL I � � (''4r��='""- ,'-5 PROPOSED NATIVE 1 { - _-}<' r� t y� N PLANTING L---------------------------- en MITIGATION 30'-0" PROP. SECOND FLOOR PLAN _`` PROP. FIRST FL. PLAN . �� 1�.'•` � ; �]! i ,.. 3i Q c� a,••.;4.•.��1 4.1;, m?...,:. SCALE: I/8" = I'-O" .. •. •. . Q z Z W gx � U J U)y012 ZO WF G� ti OQa�ui F a'O1'Qw - Zi a OJ WF �n rW.i OuiO�Q � w m y�FYw U 5 �a2w Sa-Q W S I m w = S 4 ZOIrO= II � � a zwowa m z 3 oa- 2 2 4 0 W Eo 0 II a a x R. om w :Oi: o ama�LL � W m a o zazQo 0 o c�z z� W�=Q I �=Fqo oo��F W Z it �zFao I F zmoaa a a�0= Y N N N a Z V yw�U' :FyF�YYYY W ul a oLj L, , a I - - - - - I I -t•J U :3 PROP. LEFT ELEVATION (EAST) (D m SCALE: I/8" = I'-O" 4—j U o � � Q u� �.. O I I EC- EIVE II II I I II J A N 1 7 2025 W W g Southold Town W > z II Board of Trustees Z 0 0 I � N gn I W a w W I N J Lo C'3 t. ELEV. +8.0' — — — — — a'°. �� ,�. �y 8 �Z e a M BFE AE 6 °'`� r -lull, ELEV. +6.0' �. /eq O PROP.. FRONT ELEVATION (NORTH) w w SCALE: I/8" = I'_O" ��✓5' �� o a W Q z w gY Sm W O o0Zq 3 z qLL O z Ni Z Ow= G� ti UQJ�UI = O w F Z N N R F Y w N f z O 0 m a um p m LL o N O 0 U Z ��d IF]IF]1 2 WWj~j: S JJQ=W N y It p S�QLL W m LLm p LL O-U_ a LL z O LL Q— Q Z W w I m z 3 oaF�$ 2 2 O W O N p 5 emi w onW. aKQI- N N Z Q W Q O O S o p coZkZ o o ww—�Q V a a ¢ p w Z Z U ¢xF Qp 0 p N O W az¢pQpa n ' n Z aoiac0�`—x' w zi V ti 'I INN601 Q 3 W K O O I 0l 0l - - - - - I ® � -0 Ed - U PROP. RIGHT ELEVATION (WE5T) N CO SCALE: 1/8" = P-O" 4-1 _ 0 / \ LU / \ � N= TT [:1 F1 F�l � / \ LU / — -- - - - \ -Qj �m W W � ell U Z W Z L L�=l Q WQ j ~ Z z ir m � \ W zg a LLL N N W I i f N O I In C'3 I V,S—A)Ar ,� . y Q N I i! P Jt. ti PROPOSED NATIVE l� PLANT MITIGATION 1 3:�:i HIGH PROP. REAR ELEVATION (50UTH) SCALE: I/V = P-O" o a EXIST. WELL I _ f`"'-•�, CULTEC HVLV SFCx2 FEED CONNECTOR 1-2 INCH[25-50mm]WASHED,CRUSHED STONE CASINO I I I }' E E I V E WHERE SPECIFIED f CULTEC NO.410 NON-WOVEN GEOTEXTILE ' I Il A, AROUND STONE.TOP AND SIDES MANDATORY, CULTEC CONTACTOR 100HD NATURALLY COMPACTED FILL BOTTOM PER ENGINEER'S DESIGN PREFERENCE d I 1 �I 7 �j HEAVY DUTY CHAMBER FINISHED GRADE Q . �,,, 6.0"[152 mm]MIN. � / RELOCATED UTILITY POLE d OVERHEAD Southold Town � \- \ Lu ELEC. WIRES �w Board of Trustees %\/ \j/\ J m 12.0'[3.66 m] /\\, / x}r , MAX.COVER DEPTH \ Q 4-+ //� r .r ti 6.0"[152 m]MIN. N EXIST. WATER \\ - \ \ O L0 3 rn N �� Y-�VALVE Ip 3 \\\ \>> 3 I EXIST. WATER ��j \\ \/� 12.5"[318 mm] x METER X Z O 20016 1 r //\\� , , c J • >z - -'.(J1 \ a C6(O'Yd �l1 C11 I ' a 1- :'v p V /\ x �/\ 6.0"[152 m]MIN. 0 1 I o 0 36b' (DEED) //\ / O X �N z I aP ono %\\ \ \ \ /\ \� \ \ \ \ \ \\ / / / % \% \% \% / % % % % / / O O n 0' S, ' I � 366.24 (SURVEY) ,�\\\;�\;�\ \;�\;�\;�\;�\;�\;�\\ \�, \\/\�\;�\ \;�\;�\;�\�\;�\;�\��\ \\� \�\;�\;�\;�\;�\;� N m N 40' FRONT YARD SE /CK ml MINA CD y � ' N EXIST. SHED TO O O� i \ P.T. I BE DEMOLISHED CULTEC NO.4800 WOVEN GEOTEXTILE TO BE Q -11 2 6 J� #2 PLACED BENEATH INTERNAL MANIFOLD } P` L - 12.0"[305 mm]MIN. 36.0"[914 mm] 40.0"[1016 mm]MIN. FEATURE AND BENEATH ALL INLET/OUTLET ' ell CENTER-TO-CENTER PIPES (FOR SCOUR PROTECTION) n` / 11 JITEST W1 HOLE `-- EX PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR P.T. I , ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET 4 MIN. 4 -_ QI Q; MODIFI /m REMOVE ' " GULTEG GONTAGTOR 1 OOHD STORMNATER CHAMBER DETAIL � m IV SIDE YARD SETBA K VACANT I OI �j GRAVEL 10' EXIST. (4, 8' -V I AND I i 01 DRIVEWAY MIN TEES MIN. Ij 50ALE: NT5 PROP. A/G CONDENSERS I 1❑ /�p P/1 / _ LINE OF PROP. 2ND SEPTIC PLAN NOTES � O�O I I �Af2A0 �t I" FL. OVERHANG (n /5LA$'Olf dj PROP. INFILTRATOR IM-1060,2-COMPARTMENT, 1000 L!1 2 ` I L / E - 4 3 O GAL. SEPTIC TANK;VENT SEPTIC TANK 1L PROP. ABOVE-GROUND 1 I e/r-'E 54 ��I EXIST. UTILITY POLE TO (SEPARATELY FROM I/A OWTS) TO ROOF. UOJ z PROPANE TANKS S' 1 -I__ j PRO. P - f O I BE RELOCATED O PROP. INFILTRATOR IM-1060 SEPTIC TANK HOUSING IN. 5' MIN. SEPTITEGH 5TAAR 0.50 I/A OWT5;VENT I/A OWT5 z O \� z 20' SIDE YARD SETBACK (35' (5EPEARATELY FROM SEPTIC TANK) TO ROOF LL p O / 5 COMBINED) PROP.-1'x24'x2.5' DEEP P. GONG. PAD; DWELLING I dl / 0 � ] ] 1 3O ANCHOR BOTH TREATMENT TANKS TO PAD INFILTRATOR ON PR PLUS W/PUBLIC \N I ln/ � I STANDARD LOW PROFILE WATER Q D NG Gi��yRAWLSf'/CGE- NATIVE BACKFILL GHAMBER5 trYP) GRADE TO N 2 I i O / ' 1.5"0 PUMP-BACK RECIRCULATION PIPE, CONNECTED DRAIN 1 6RAWLSPAr_5/5LAB L. O " ESTABLISH DISPERSION LATERAL TOPSOIL -EXIST. WIRE FENCE TO GRAVITY INLET PIPE FROM HOME w/4"x4 x1.5' VEGETATIVE PRESSURE PIPE SIZED ! Ql)A �d U RRbU�I) NG L � TEE PROVIDED BY SEPTITEGH COVER PLACED As NOTED BELOW 5 PROP. I/A OWT5 CONTROL PANEL (INSTALLED /\ fi PROP. CHIMNEY O ABOVE DFE) 3 BURIED ELECTRIC LINE L/A6-I`L','r0' I) GovER II D/PUBLIC O STEM w/(2O PROF. RWS G2 (MIN) OF (7) INFILTRATOR IGK4 PLUS yyATE{Z STANDARD LOW PROFILE GHAMBER5;MAINTAIN 2' MIN. MIN. I 1� - - - - - - - /1 rii) BETWEEN ROWS 4 4' MIN. FROM DRIVEWAY / ( / -1 I PROP. REAR DECK / / J PROP. GLEAN-OUT. INSTALL WITHIN 10' OF BLDG. FOUND. I L CHAMBER] LINE OF 100' WETLANDS S, I I 1 20.0'� W O NO BENDS SHALL OCCUR IN THE SANITARY LINE AT PROP. f 5(6 KM TRENCH) 5M w11DDE TTRENcH) 2-O.MIN. SETBACK (TRUSTEES) I , - �� / 8 EXIST. TREES GLEAN-OUT. 5 EX15T. SEPTIC SYSTEM TO BE ABANDONED PER 5GDH5 LINE OF '75' WETLANDS IMIN. �TERFALL EDGE ' ��N� OO STANDARDS v LEVEL SETBACK (DEG) I I I I 10' N P\ NOTES: I. INSTALL ALL PER MANUFACTJRER'5 IN5TRIICTION5. 2. CONTRACTOR SHALL TAKE PRE-GAUTION5 NOT TO COMPACT BOTTOM OF PSD TRENCH PROP. BASIN HATERFAL FROM GRADE) I I 1 - L O I L 15�v�/ �00��N 5. SUPPPIPE ORT APR'SSURE PIPE w/SNAP ON STANDS(INFILTRATOR PRESSURE DOSING P 4. END OF ALL LATERALS SHALL TERMINATE WITH A DISTAL PORT.PROVIDE A PVC VALVE PROP. CULTEC CONTACTOR IOOHD STORMWATER l 7---T--1T---7 -- --- y�� P� BOX w/A-10'L.ONG 5WEEP ELBOW! THREADED END GAP. --1 -- / x S. LATERAL PRESSURE PIPE SIZIN6 AS FOLLOWS: CHAMBERS; INSTALL PER MANU. 5PEG.'5 LL--1---A---JL---1 -PIPE SIZE. 1-1/4"5CH 40 PVC PIPE ENSURE BOTTOM OF CHAMBERS' CRUSHED ' I I I PROPOSED TREES (2) -ORIFICE SIZE: 5/•32' -ORIFICE SPACING:24'O.0 ANGLED AT 12 O'CLOCK(TOP OF PIPE). GRAVEL LAYER INSTALLED b" MIN. ABOVE I - 1 -DRAINA6E/FRE£ZE PROTECTION: ORIENT EVERY 5TH ORIFICE HOLE AT 6 O'-CLOCK HIGHEST EXPECTED OROUNDWATER LEVEL / ( II "J EXIST. TREE (BOTTOM OF TO DEFLECT FLAwH/ORIFICE SHIELD BELow HOLE _ _ I I EXIST. DWELLING d DECKS / / '11 EXIST. GONG. WALL z TO BE DEMO (SHED I -�� TOP OF WALL EL.=2.1' -A I I NI=I LTR>A%TOR QU I GK4 PLUS (SLP) PSD DETAIL SCALE: NTS PROPOSE TREES (2) / T- - HIGHEST EXPECTED 6ROLNDwAT'ER NOTE: W �' AN ADDITION OF 0.4'HA5 BEEN ADDED TO THE OBSERVED TEST HOLE o \ti¢yl 1 RHO ESTIMATE THE H1611 T EXPECTED 6R0UND WATER ELEVATION.THI5 A0JUSTMI \ (4)BEDROOM MEASUREMENTS RECORDED AT A NEARBY U.5.6.5 MONITORING WELL.THE VAL rry�" VWE!It IN'6 24"0 LACKING ACCESS COVERS K/ DIFFERENCE BETWEEN THE&ROUND WATE 01 , 2'm HEAVER DETERMINED BY CALCULATING THEN 1�HISTORIC HIGHEST \ / \ 1 r RI PROVIDE SECONDARY SAFETY FOLLOWED BY REDUCERS A5 THE TEST HOLE WAS MEASURED, \ � %rev' � GONERS BENEATH PRIMARY COVER MEDIAN LEVEL F � QL I % . . . . .;F.F.EL=104' (TYP ALL RMER5) TO MATCH P5D 1 LATERAL PIPE SIZING -MONITORING WELL SITE NAME: 5 I6-153.2 _MONITORING WELL SITE NUMBER: 4106540-12225601 PROJECT' PROVIDE POLYLOK P-68 OR ZABEL INN.EL.-2.9' 2'm SDR 35 PVC OR EA. AND WATER LEVEL ON AUGUST 21,2024E 1326'BELOW GRADE AI800 EFFLUENT FILTER(OR OTHER DISTRIBUTION PIPE;MIN.PITCH ":I' -HIGHEST H15TORIC,MEDIAN LEVEL FOR AUGUST: 12.65'BELOW GRADE APPRLVED MODEL w/LABEL MIN.4"m SDR 55 SLOPING BACK TOW PDr I/A OWTS ISLAND VIEW INDICATING COMPLIANCE w/N5F PVG OR E0. PROP.GRADE EL.0 P5D=5.1' STANDARD 46 OR EQUIVALENT) NQ MIN.PITCH�':I' ADD FILL(APPROX I'TO 2")AS RC-Q.'D TO 1'-0'MIN. Imo• g RESIDENCE ENSURE BOTTOM OF PSD 5'-0"MIN.ABOVE 6-K RC X I E 2-6'MAX O' 6 MIN.AV6. RAE F I-0MIN5O .O, SANITARY SYSTEM=5A' 2'-6"MAX. 5%MAXIMUM SLOPE P`G-\� -PROPOSED 20'-0" �\� Ip 10" 10 6 525 ISLAND VIEW LANE VEGETATED BUFFER I� NC. PROVIDE PVC,VALVE BOX HOUSING 90' GREENPORT, NY 11944 - - LONG 5Wi'P ELBOW w/THREADED END GAP IT MIN 4'�SDR 55 PVC OR E0. - - BOTTOM (OR BALL VALVES)! DISTAL END OF EACH + MIN.PITCH#':I' q 4 PSD EL=5.9' 4 LATERAL FOR MAINTENANCE! INSPF�TION INV.JGUICK4 Au6U5T70,2020 0 2:00PM f -~ =3V. 2 of INFILTRATOR LATER LLF� M E 4 iNsT EXPECTED DRAWING TITLE: EXIST. GONG. WALL MST HOLE DATA TOP OF WALL EL.=2.r✓- Y --- - -__--- --__ _ ' S CHAMBERS,A5 PER DETAIL �D WATKE EL. MCDONALD6E05CIENCE 1 -� - -- - -- -------- __ "'� __ - - - _ -_---____---_____ _ ________ __ PROPOSED SEPTIC SYSTEM BOX 1000 HEAVY DUTY f4 5 1 TEST HOLE OBSERVI SOUTHOLD,NY lic"I LIMITS OF CLEARINO, r I Ml ::sb LOCKING CAST IRON GROUND wATM EL• (63U'I65-36-r7 GRADING AND GROUND 7( COVER TO GRADE .:1,. ., .. T(W)x24'(L)x25(H)POURED CONCRETE PAD(4,000 PSI MIN)w/(2)ROWS (T OM) O.G.(BOTH DIREGnON5);ANCHOR i OP! B01'r OF M5 REAR O 9' MGD6E0®6MAIL.GOM / ":t `:, ': `;;� `+ '^ �`::- = TANK5 TO PAD w/NYLON STRAPS PER MAW.5PEG5. DISTURBANCE r '.:: NYLON STRAPS SHALL BE EITHER INFILTRATOR TANK BUOYANCY CONTROL SALT MARSH ^ STRAP ASSEMBLY(TAW, OR OTHER COMMERCIALLY AVAILABLE STRAP SY5TEM5 MEETING MAW.SPF-G S.5 AS LIST IN INFILTRATOR'IM-! PAGE: 05' OL DARK BROWN LOAM 5JO' REAR YARD SETBACK I / ' GM-SERIES TANK BUOYANCY CONTROL.GUIDANCE"BULLETIN. ML eRONO•L GILT I ,� -' WTL-05 PROPOSED SEPTIC SYSTEM DETAIL sM BRt K/ /SILTY w/ ' DATE:01/15/25 SAND GRAVEL � SCALE: NTS 4"1' / WATER IN BROWN SILTY SAND / �/ of IE LINE ' 1 /0 0 DRAINAGE SYSTEM CALCULATIONS: TOTAL IMPERVIOUS ROOF COVERAGE ,sLN HATER IN EIROM I 1 1; 2,222 S.F. x 2" RAINFALL EVENT = 3?0.3 G.F. STORAGE REO.'D OAIRSE SAND W R WITH GAVEL 1 / EXIST. DOCK E / PLATFORM �� - CONTACTOR IOOHD STORMWATER CHAMBERS PROVIDE 28.SI C.F./UNIT STORAGE f(jv J A`'� 7 ` '") (14) CONTACTOR IOOHD UNITS PROPOSED: 405.54 G.F. STORAGE PROVIDED ° �/ ( Southoldiown "° PROPOSED SEPT I G DES I O N S 1 TE PLAN Board of Trustees COMMENTS:GROUNDWATER ENCOUNTERED 4.7'BELOW GRADE SCALE: 1" = 20'-0" .. x Cantrell, Elizabeth From: Brooke Epperson <bepperson@amparchitect.com> Sent: Monday, December 23, 2024 12:39 PM To: Cantrell, Elizabeth; Hobson,Thomas Cc: Darcee Oppici Subject: Gulizio/Cordoves 525 Island View Updated Drywell Location Attachments: Gulizio_525 Island View Lane-Trustees Plans_122324.pdf Hi Elizabeth and Thomas, Please see the attached updated plans in which we have relocated as many drywells as possible into the West side of the property.The remaining drywells in the rear yard are shown in this location due to the existing trees in the East side of the property.We are not proposing the drywells to be in the East side yard in order to keep these existing trees, as per the discussion at the public hearing. Can you please forward this to the Board and ask them to advise if this is acceptable to close out this application as discussed at the hearing. Please let us know if you would like us to bring you physical copies. Thank you Brooke Epperson Design Director A M P Architecture Design + Build Office: 631-603-9092 www.amparchitect.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 L P, NIP VIEW L N I S L N D >/; I E W L N PROJECT /zoHlr�O DATA (4) EXI5T. TREES Z s I TAX MAP# 1000-5"1-02-2ro =w a a � I TO BE REMOVED Z mz=Q w 3 / 5040'30"E T' - EXIST. -7.1' X _ 1 5 °40' " I ZONING DISTRICT R-40 NC F EXIST. STONE/ �' -� ---- 2.1' SHED TO _< BE DEMO. 40' FRONT LOT AREA 0.6 ACRES c W GRAVEL I �r�2 YARD SETBACK Tyr#2 I CofO-SINGLE FAMILY WOODTkS_ a DRIVEWAY TO -- \ _ - I FRAME DWELLING WITH DRIVEWAY I1/12/2014 LL W B.O SUNROOM AND ACCESSORY _ BE MODIFIED I T PROP. MODIFIED SHED N=F>< Z 40' FRONT YARD GRAVE I r�I .ter FEMA FLOOD ZONE AE EL.6 m w a-51 15' SIDE YA I SETBACK DRI VEWA I I o=t 5� _ I ZQO<w SETBACK I -—-T- 15' SIDE YARi SOUTHOLD TOWN TRUSTEES APPROVED � 20' SIDE YARD 1.<<W w - SETBACK' i - I a SETBACK (55' a1.< LL= X' DEC,DISTRICT PENDING �- W o W ____ COMBINED) � W ZOLLZ3 1 ' I �I I SUFFOLK COUNTY HD APPROVAL R-21-I495 APPROVAL 2 0 c o m'a' 20 SIDE YARD W 4 s I h� 11/05/24 : < Z=,o W< SETBACK (55' I1�' O, - Ir— a 3 PLANTINGS TO BE �� I %Q COMBINED) ° T / ��`9 _ . a E o w o N a REMOVED ui mI 16.8 I� a a mI I i m PROPOSED 2 I d i��i �Im -PTClll�l GOVERAG)= ,:, :p -. W W g Q=ti STORY I dJ r r 8 m<,3'a o I -1 EXIST. WOOD _ �r W_=< DWEIrLING ' I �- r NYS DECDEG GODS, bbib_(a)(4)-, `-'zGZ$ DECK TO BE S5 LOT a =3ao �- �' PROP. CHIMNEY DESCRIPTION(FOOTPRINT) AREA o c a DEMO. 100 TRUSTEES coVERAGE W W O N 100 TRUSTS€5 y- - ✓/ ,I Q z x SETBACK FROM I SETBACK FROM �40.0� Ir r PROV. (4) TOTAL LOT AREA 25,4416.0 S.F. 4 n w a<a WETLANDec.s. I I N, EXIST. WETLANDS'i� I I -------------- ^r NATIVE TREES 5=�w= ENCLOSED " u WETLANDS AREA 10 29.0 S.F. 2 -3 CALIBER-- '8 -I5' DEC` - I - - PORCH TO BE - m o a x W 1 O 1 DEMO PROPOSED --C EACH BUILDABLE LOT AREA 14,66.1.0 S.F. o o a SETBACK FROM _I REAR DECK ' r i/ WETLANDS O�+ �SOUTHOLD -i r I i{ 'G SOUTHOLD PROPOSED 2 STORY DWELLING 2,221.1 S.F. 15.ISK 38.25.0 r ./' (W/OVERHANGS) N TOWN PIER '15 DEC .DEG t ,� TOWN PIER LINE r LINE PROPOSED ATTACHED POOL AND ?00.9 S.F. 4.b% EXIST. I STORY p SETBACK FROM I/ rl r )i 8•2 WETLANDS ' I r REAR DECK OPEN TO ABOVE FRAME DWELLINO/TO I -3 ' 24• 5 EXIST. ABOVE POOL WATERFALL EDGE ?5.0 S.F. OSSK f O i70 BE DEMO. EXlpt. 1 '4 / d GROUND PROPANE PROPOSED ----% I I r - /' !J PROP. 20 4✓ FF=8.0' I / - TANK TO BE SUNNITE P OL I I 1 TOTAL AREA OF ALL STRUCTURES 2,991.E S.F. 20.4A5 �FQ VEGETATED U EXIST. WOO DECK REMOVED W/ WATE ALL /' 'I �- " BUFFER U m -� N O EDGE A 6' X � I L��r - , MAXIMUM LOT COVERAGE ALLOWED:209b � r S•.;;; DEMO. TUB TO BE /y; I / N! b' iOT TUB i I ::';-%; -'!; EXIST. GONG.:'J\ -- a � - EXIST. STONE/ �' %': ;:;:;%% WALL ZONING REGULATIONS.MAIN,BUILDING; GRAVEL WALK TO PROP NATIVE PROP. 4 WIDE HI.- G o BE DEMO. PLA ING w MHT-I'GATI ON� O %" I PATHWAY TO 50UTHOLD TOWN GORE 280-(24� � Q (/) EXIST. GONG. O CATWALK AA„ s WALL i -' Im PROPOSED COMPLIES LIMITS OF I 11 G 1 MIN.FRONT YARD 40.0' 49.3' YES EXIST. GONG. COVER O CLEARING, l z Q SALT MARSH I GRADING AND SALT MARSH -'-' MIN.SIDE YARD 15.01 15.01 YES WETLANDS LINE OF I GROUND MIN.COMBINED a `t DISTURBANCE c. ' I SIDE YARDS 35.0' 35.0' YES FLAGGING z 50, REAR YARD 3o2q'tj'1"1^l WETLANDS r33°2q'tj'1"Vy MIN.REAR YARD 50.0' 152.4' YES SETBACK lU I i , 5a LINE OF m, 11.0 FLAGGING I 'p2 MAXIMUM HEIGHT 35.0' 33.6' YES w EXIST. 50' REAR YARD I , EXIST. LV w g of I i A D� � SETBACK � �° � DOCK � Z � z i ,>x� 0• DOCK 'D� �� PLATFORM W Z PLATFORM EXIST. WOOD I �/� Z 0 1- EXIST. WOOD CATWALK C'. '/stj° GREED ^ CATWALK i �,\ ,��j° G�E� W g o • j�St. I • j SITE LAYOUT NOTES: 1.1 AR �.3., I. THIS 15 AN ARCHITECT'S SITE PLAN 8 15 � 0: SUBJECT TO VERIFICATION BY A LICENSED WETLAND FLAGGING BY SHAWN M. lu l _`__ '�� 67 08:45 SURVEYOR. RVEYOR. THE ON THISMITE PLAN IS TO THE BARRON M.S. ON DECEMBER 15, 2025. ATION O I �. F a (() �., ARCHITECT'S BEST OF KNOWLEDGE. � z 3-E�=— SHOWN THUS: p__� ° I - ---EL.-------- 2.5URVEY INFORMATION WAS OBTAINED a SALT MARSH ^ I ' - FROM A SURVEY DATED DULY OI,2024 AND Z SALT MARSH^ I m m PREPARED BY: a II I to DENNIS W.LAYTON O o m I NY5 LAND SURVEYOR LIC.#0501120 m- L-------------J L-------------J IS FROWEIN ROAD,SUITE E2 a 555°40'30"W 75.0' ° " 75 ' CENTER MORICHES,NY 11934 (651)400-4T1T ti EX 15T I NC SITE PLAN PROP05ED SITE PLAN DWLAYTON.GOM F SCALE: 1" = 40'-0" SCALE: I" = 40'1 c a a z r-------I 5,_�„ w g� I �wa I zooW3 I I ROP. 24'-3„ Z x o W I I UNDRY - - - - - - - - - - - - - - - - oZ� IPROPOSEDI ROOM 1 ICAR SARASE >>Fina I I n I mWa3¢ I I QUI PROPOSED PROPOSED I I Q Z U�m�N I I DECK I O dl< W PROP. o a a LL L-------� d z a znw9U uc.l I I F e o o W NasNa tir"_- a owl-o a� O N z Q W Q 0 I I I 1 I PROP. II I W W a�LL J I I I I PROP. BATH. - J x o W C FOYER F WE z. WON U I I PROP. L _ PROPOSED €<o BATH. BEDROOM a z o 0 0 - - , o a ga�wx PR - t; Y W�UW o W_�. PANTRY - BAT C _ I o l m Eg - _ I C ] r PROPOSED I I r BEDROOM ¢I ® JI LI — J L W u PROPOSED PROPOSED 0 I70 KITCHEN BEDROOM JL J Fp _ I C) •�y�� --y�1—•----yMLRO. j 0 BA H. PRO�OSED BEDROOM (, C: 0) Q •(n PROPOSED PROPOSED LIVING ROOM o DINING ROOM C) J _ _ _ m ` - - - - - - -24,-3y2„ I — Q Ln PROPOSED _ ..� DECK p O � PROPOSED DECK w v - - - - - - - - - - - - - - - - - - - - - - - - - ' z qt 40'-O" LLJJ W S vi > z _ � iv cV ---------- r-----� ---------� = W > z dJ N 1 I I ' W g a PROP. I - HOT I 1 `, c/) z OVERFLOW BASIN TUB r' o N N ul TO BE <8" HIGH cm cm N. 0 0 0 ---7'-8" I O O O I a I PROPOSED I - POOL N PROPOSED NATIVE I O PLANTING L------ ------------------------ a a � MITIGATION cmJ i ei PROP. FIRST FL. PLAN r: f': f#': � �4 .A 'Iy &1i I1 i _�4.._.M1.._ :{.._5�:. pi PROP. SECOND FLOOR PLAN P Sri= SCALE: 1/6" = P-O" SCALE: 1/8" = P-O" o a z Z W Y ~m W O 2i oz=, U We G V K O W Z I o5 Z�oaq:n y J Q f W Z m 0 a 0 LL 0 F W�rQJ'3 O W O ON a x�o O a T Q w Z oz F LL W=1 5 O I zuZ,t�O a a o3—ao0 f a �o0a0 I I m I ^` I � 4-j PROP. LEFT ELEVATION (EAST) N m SCALE: I/8" = 1'-O" 4-1 U Q u� � Q I II I II I I I I I I I I W I z � W W > z } � z II � z � w ga N W I t�i 1.1 N Ix II Q l!7 (S O a ELEV. +8.0' II � VEFE 6 ELEV. +6.0' M N O m JN PROP. FRONT ELEVATION (NORTH) SCALE: V W = P-O" a J�w c a a. H m W O zow3 / 0:4. ~f Npw O 2 J S O 1 J p�j JF Q 2 rr— Gw oo3w [[77 O S Z J zUOQ Y! G g =a Q w S w o i�ZO o a zw�yy Z p d Q O U O N O 6 _¢�- U W w Q 4 Hf p N Z�LL O a OZkZ1- p _ a ¢¢ya u 01 oWS.-G w pzw Q w t Q O C zCo(<m p a a 5a N n HU V-U' Y ao o C� � -Ir omo 0101 0ll - - - - - PROP. RIGHT ELEVATION (WEST) (D M 50ALE: I/W = 1'-0" �- - - - - - - o + / \ C Q \ Q T T / \ z It v g � Q Ll � \ Q W Z I m O Z 0 \ W g oa / I I I I4 W In W cm W- In 0 0 O Q ill I I � -1 a p Q�Ul I o PROPOSED NATIVE j m a PLANT MITIGATON O 51-O"HIC 4 —AN3� 0. L — — — — — —4 N ' M Cq PROP. PEAR ELEVATION (SOUTH) 11 SCALE: I/8" = I'-0" Q 0 c a EXIST.WELL CASING I I I CULTEC XVLV SFCt2 FEED CONNECTOR 1-2 INCH 12F.SOmml WASHED,CRUSHED STONE WHERE SPECIFIED CULTEC N0.410 NON-WDVEN GEOTEXrILE NATURALLY COMPACTED FILL AROUND STONETOP AND SIDES MANDATORY, I 1 5 L A N D 1 V I E W L A N CULTS HEAVY DUTY CH MBER BOTTOM PER ENGINEER'S DESIGN PREFERENCE CL 1 I HEAV1 DUTY CHAMBER FINISHED GRADE Q 6.0'1152m­1 MIN. W i RELOCATED UTILITY POLE 4 OVERHEAD J mM\ ELEG.WIRE MAX COVER DEPTH \�\ Q =' -&IST.WATER �u p \ \/ mI MIN. o ? U) - �-p O j •2B� I .W EXIST.WATER �N U!d //\\\ \\� t2s 131E mm] 19 METER �X W ♦/\\ _ \//� p C�ZO 5° "E 15.00'W 1� -T- / r w V m)MIN. X� 11 366'(DEED) �/\\ /\ \^ \ C xo+D-'cV 5 - rr 566.24'(SURVEY) �n\\\?\ .\\ice\\/n\\T\\. \\ /a\\\�\i�\\/\\��\\/ ;�\\,\\\\\\\/�\\/�\ \\'\ a\\ n�/T\\n\\i�\\ y O m Y N P i 0 1 dl C fVC;(a 7� O MINIE..111 I! ccii EXIST.SHED TO ¢ pa2O r 40'FRONTYARD 5 OK 0rj1 Z � P.T. I CULTEC N0.4800 WOVEN GEOTEMILE TO BE JI 1 02 P. BE DEMOLISHED 40.0'11016mm1 MIN. PLACED BENEATH INTERNAL MANIFOLD L- 12O'(3G5-IMIN 36.P(914-1 FEATURE AND BENEATH ALL INLETIOUTLET Z CENTER-TO-CENTER PIPES(FOR SCOUR PROTECTION) �I` /' 1 �I wITE T P.T_7t3 V- - 111 HOLE 5py15 E7B- PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR 1 OI F. 1 5' ENSURING THAT THE REOUIRED BEARING CAPACITY OF SU&GRADE SOILS HAS BEEN MET 1 4 MIN. -1-i . 1 OjMODIFI m REMOVEIII 6 CULTEC CONTACTOR IOOHD 5TORMWATER CHAMBER DETAIL � m is,SIDE YARD SETB K VACANT 1 GRAVEL 10' EXIST.(4) 8' II SCALE: NTS y BIJL�� I 1 ' RI DRIVEWAY MIN TREES MIN. 03 1 �\ I 1f Oi I i I 23.2 1 2 SEPTIC PLAN NOTES BWj K PROP.A/G CONDENSERS _ __ LINE OF PROP.2ND L 0) J 1 FL.OVERHANG Q 'PROP.INFILTRATOR IM-1060,2-GOMPARTMEN7,1000 V) O I 4 3 O GAL.SEPTIC,TANK;VENT SEPTIC,TANK IL 0 PROP ABOVE-GROUND I 1 1 I L PRO PORCH O r EXIST.UTILITY POLE TO (SEPARATELY FROM I/A OATS)TO ROOF. Q W 5'I BE RELOCATED W Z PROPANE TANKS IN _�-_ - O I O PROP.INFILTRATOR 50IM-[060 SEPTIC TANK HOUSING C SEPTITEGH STAAR O50 I/A OWTS;VENT I/A OWTS L Z 1: IN.\� Z 5' IN I 20'SIDE YARD SETBACK(35' (SEPAARATELY FROM SEPTIC TANK)TO ROOF 5' COMBINED) PROF.-Ik24k25'DEEP P.GONG.PAD; DWELLING O O M I O5 RR•ILTRAraR ancxa PW9 H/PUBLIC O pt I I a ROp•2-STORY WD.FR. ) ANCHOR BOTH TREATMENT TANKS TO PAD srANOArsD Low PROFILE DWELLING H/GRAWLSPAGE- HAnve BAca•Iu GIAIffii(TrPJ DRAIN To WATER �\y 1 1 1 O /-�T O IS°o PUMP-BACK PIPE UROM H I-E M G"x4"xI " DRAIN t 177 I--I (GRAWLSPAGE SLAB EL. 4 EsrABLI9H olsPactaN LMeiAL y EQUAL TO y 1�-EXIST.WIRE FENCE TO GRAVITY INLETPIPE FROM HOME w/4"x4"xl5° � An a��s1gD TOPSOIL ` I , ESURROU TEE PROVIDED BY SEPTITEGH carat PLAL®A9 Naf®eaav PROP.I/A OWTS CONTROL PANEL(INSTALLED /!4 F ROOL IOMS) r PROP.CHIMNEY O ABOVE DFE)6 BURIED ELECT UC,LINE / I DWELLING O "NJPROF.PRESSURIZED SHALLOW ORAINNELD LEACHING " R II� 40.0 ( W/PUBLIC SYSTEM w/(2)ROWS OF 0)INFILTRATOR GIUICK4 PLUS WATER STANDARD LOW PROFILE CHAMBERS;MAINTAIN 2'MIN. ______________ iIn BETWEEN ROWS 4 4'MIN.FROM DRIVEWAY —- •! 1 94•wDE a+AMBH2 x•wee cHAMeat/ I I PROP.REAR DECK /J NO XP5 SHALL OCCUR N WITHIN SANITARY LINE A PROP. Y I (96'weE TREN:IU (66•woe rRENaU LINE OF loo'WETLANDS I I I 1 CLEAN-OUT SETBACK(TRUSTEES) I--1 EXIST.TREES i EXIST.=16 SYSTEM TO BE ABANDONED PER 5GDHS OOL / 1 \ O6 17 ORaaLNrown LINE OF-15'WETLANDS IMIN.�'jH I WATERFALL EDGE R� \ % STANDARD' 20.0' SETBACK(DEC.) I 1 1-�7 10r r yiN>% UI ALL ALL Pet MANJFAcru S 114S TION9. - I I MIIY. r 1 `9•(O. 2. eoNlnALroR 9N,w.rAl�PiGSAmONs Tar TO eae�PAGr_OM OP Pso TRENCH Hi I O i/ elA21N5 EYLAVAnOR PROP.WATERFALL EDGE GATGH —L Z tI P-s- 9. SJPPORT LA�FRI59wE FIFE W 9NAP ON 9TA oNFILTRATwt PREsg1Re oo9lr s BASIN(<8°FROM GRADE) I 1 I J f - 11�?/ OQQ.ON mm�4. END OF ALL L.ATeULS SHALL TERM NATE HITH A DISTAL PORT.PROVIDE APVL VALVE 1 1 - mw LA 11 BOX W A m'CONS 9WEEP 6EOw t THREADED END OAP. PROP.CULTEC CONTACTOR IOOHD STORMWATER I ---T---T-- T---T -- --T /' 0 E PG 9. LATatAl PRESSRE PIPE 91ZMB A9 FOLLOWS, _1___l___l___1 1 ��! \ J -Om SIZE. Ig,9,9-4O PVO PIPE CHAMBERS;INSTALL PER MANU.SPEG.S 6 L - \. ENSURE BOTTOM OF CHAMBERS'CRUSHED PROPOSED TREES(2) -owFlce sFACINs,24•oc ANGL®AT u o'cLxc(roF of PIPPJ. GRAVEL LAYER IN5TALLED 6"MIN.ABOVE -oR�PROTECTION o Iw EVERY 3s o Flw H=AT 6 0'-0Lorx — 1 fOOTTOM OP PIPE)W ORIFICE SHIELD BF1.OH HOLD HIGHEST EXPECTED GROUNDWATER LEVEL /I I 1 J EXIST.TREE TO DEFLecT PLOW EXIST.DWELLING 6 DECKS / I EXIST.GONG.WALL f TO BE DEMOJ!1SHED I TOP OF WALL EL.=2.1' INFILTRATOR QUIGK4 PLUS (SLP) PSD DETAIL / I SCALE:NTS PROP05 TREES(2) /' L 1 T_ HIGHEST ExPEcrED GROUNDWATER NOTE, W AN ADDITION OF 0.4'HAS BEEN ADDED TO THE OBSERVED TEST HOLE e 1 Esgr- ESTIMATE THE HI EXPECTED GROUtm WATER ELEVATION.THIS ADJ.IsTH Vt PvE SUREMEM'S RECORDED AT A NEARBY USES MONITORING HELJ..THE VAL !4)BEDROOM III_ 24•m RovI_g Acct+S CGVBR°W DETERMINED E AS ME ATIN6 THE DIFFERENCE BETWEEN THE 6ROUNID LHATIEF EVEL � •::'::•':%•::%•:• RISER PROVIDE SEOOtmARY SAFETY' Tm NEADHt t TE1'9,F1BOW9. THE TEST HOLE WAS MEASURED.AND THE HISTORIC HIGHEST MmIAN LEVEL. ♦\ .�pY� I � ,.; ;�.'::% ,:% _nlN=i!H5 LOVERS EENEATN PRIMARY OOVER FOLLOWED BY RFDIX.EFS A9 REQD V' •' apt� R'se-) TO MATCH PSD LA—FIFE SIZING -MONITORING YELL SITE NAME,5 16169.2 �$,t,'�'Q\.Q ♦ I •: �G j :!, PF.EL.IOA' -MONITORINB WELL SITE N1N®BR.410654072225601 PROJECT: y'�_ ♦ \ :• •••%••'•'j:%'• /iiii/ I -GROUND WATEA LEVEL ON ALKUST 21,2024,1326'BELOW GRADE ♦\ .,., I PROVIDE POLYLOIC P-06 OR TABEL W. Pl.•2.9' 2'm 5DR 9s PVC OR GO, -HIGHEST HISTORIG MEDIAN LEVEL FOR AUSUST.12E6'BELOW GRADE ISLAND VIEW %:••':: L NBOO B-FlJ£M FILTER(OR On@t :N',/• APPRovT3)MODEL W LABEL MIN 4'm 5Rt t$ gI.OPII�i6�IBAOK pTO�NAF�9 VA ON1S/TILL i 0•;:';;;;; INDILATINB cot-�LIANCE w NSP Pvc as Ba. PFtoP.c.RADE EL..Psy.S.l' sTANv_46 OR BfiIIVAL j MIN PITON k11' ADD FILL/APPROX I•TO]'/AS RF ..To �/,,���•'1 N I' F6�BOTTOM OP F9D 'MRL AEWE 6H RESIDENCE ``� S_ I// �,•;%%• �GJ 1?" N I Y' I'-O•MN EL,.90' 9 I'-0'MIN 6 6'MN pA Q/y �'11.pt"' m �,e AVe.sRneE a.. ''-0'"^X• covER QE sANRARY sYSTEM.sO' 2'-b•MNL 5%M.WMJM SLOPE OFpG�\p',PROP05ED 20'-O" �Z\per I o• a 6 52515LAND VIEW LANE VEGETATED BUFFER I _ _ LONBPRavI�PV Box IO GREENPORT,NY 11944 .. OAP MIN 4.O SDR 99 we oR Ea. 47-1 - (O!t BALL VAL W 4 D ENOISTAL D OF EAcll . P9D a 41 Q LA a FOR MAIN03U.NCE.IN9P rG 2O•''OO1'P" EXIST.GONG.WALL I O b 1NV. { 2 °i R LTRATOR anus PLIG SLP NGIaEaT eXPELTm DRAWING TITLE: m.. . .. _ 9 CHAM®ER9,A9 PER DETAIL 6RONID HATER M. TEST HOLE DATA TOP OF WALL EL.=2.5' -- - -------------------------- PROPOSED SEPTIC SYSTEM MGDONALD 6EOSCIEIJCE ------ - � ----------------------- - BOX 1000 I Q MIX III M/. LOCK)cA9T IRON 9 I TFSTTtlLE SOUTHOLD,NY Um1 LIMITS OF CLEARING, eL.°se• 6aaND � (69D T65-36T GRADING AND GROUND ��To 6RADe L 1 TYw+24YLJ,O3'(1U PAIRED LONLRE2 PAD(4pO0 P91 NINJ W(21 ROY6 NAGDGEOO6MAILLOM ry S, T. I.e KOP t BORONU ar m9 R®M•9'OZ.(BO:N DIRELnONS);AMGtlR 1 ♦ >',,, k J! t TAWCS TO PAD W NYLON STRAPS Pat MAN).SPECS. DISTURBANCE NYLON STRAPS SHALL Be Im—,IwILTRATOR TANK EWI Y cOMR0. r' e SALT MARSH+ ': , ,.'. .c.... - A59EP@LY(TAKK-0G9-Klr).OR OTHER LOMEROIN1r AVAILABLE EL•S2' 1 STRAP 9Y91@B MCCTINfi MA•tl.9PPL.9 A9 LIST®IN— PAGE: OJV g_ DARK BROMN LOAM 50'REAR YARD SETBACK I / I 9'd' 9-;✓2' s 2' LM-SERIES TANK BUOYANCY LOtLIROL ELIDANOE'BNtTIN ML BROMN SILT i yji- 1 �W ■ L-05 PROP05ED 5EPTI0 SYSTEM DETAIL 90 SM BROWN SILTY SAND w ORAV M_ 1 / I SCALE,NTS DATE;12/23/24 WATER IN BROWN I !- SILTY SANG IE 583°29S1°W ' I I /O' DRAINAGE SYSTEM CALCULATIONS: b 11.02' TOTAL IMPERVIOUS ROOF COVERAGE=2�222 S.F. 2,222 S.F.x 2"RAINFALL EVENT=310.E G.F.STORAGE RE0.'O WATER M BROWN 1 'slf1, FlNe TO coARSB 1 I EXIST.DOCK sANm wTx GRAVEN. I i/ PLATFORM CONTACTOR IOOHD STORMWATER CHAMBERS PROVIDE 28.81 G.F.NNIT STORAGE /\,l,� (14)CONTACTOR IOOHD UNITS PROPOSED:40354 GF STORAGE PROVIDED cON44RfiB:GROUPmWATai PROPOSED SEPTIC DESIGN SITE PLAN acouNrErr<n 4.T'BELON eRADe SCALE:I'=20'-0" A M P Arch i t e c t u re Address: 10200 Main Road, Unit 3A, Mattituck NY 11952 Phone: (631)603-9092 Design + Build November 15, 2024 Southold Town Trustees nDn8&00hold IVE 54375 Main Road Southold, N.Y. 11971 9 2n?4 RE: Gulizio & Cordoves Residence 525 Island View Lane rUomGreenport, N.Y. 11944Trustees SCTM #1000-57-02-26 Dear Board Members, Enclosed please find an updated set for the proposed work at the above-mentioned property. As per comments received at the public hearing held on November 13, 2024 we have made the following revisions: 1) Added (4) proposed native trees, 2"-3" caliber each, in the rear yard 2) Moved (4) of the required drywells to the West side of the property. Please be advised that required separation distances of drywells from closed foundations is 10'-0", foundation footings is 5'-0" and from property lines is 5'-0". Due to these required separation distances we are able to move (4) drywells to the West yard but cannot relocate any additional to the north of where they are shown due to the foundation in this area being closed Thank you Brooke Epperson Design Director Page 1 of 2 r AMP Architecture Address: 10200 Main Road, Unit 3A, Mattituck NY 11952 Phone: (631)603-9092 Design + Build November 15, 2024 Southold Town Trustees 54375 Main Road Southold, N.Y. 11971 h: RE: Gulizio & Cordoves Residence 525 Island View Lane Greenport, N.Y. 11944 SCTM #1000-57-02-26 Dear Board Members, Enclosed please find an updated set for the proposed work at the above-mentioned property. As per comments received at the public hearing held on November 13, 2024 we have made the following revisions: 1) Added (4) proposed native trees, 2"-3" caliber each, in the rear yard 2) Moved (4) of the required drywells to the West side of the property. Please be advised that required separation distances of drywells from closed foundations is 10'-0", foundation footings is 5'-0" and from property lines is 5'-0". Due to these required separation distances we are able to move (4) drywells to the West yard but cannot relocate any additional to the north of where they are shown due to the foundation in this area being closed Thank you Brooke Epperson Design Director D E�C E I M®® NOV 1 9 2024 V Southold Town Board of Trustees Page 1 of 2 4x+Cx.R "r'� •.ram- rat k<: d �Sq�� W I E w L N PROJECT/ ZONING DATA _ E .Y r ' � Y k V I E W L 1 1 5 L N D , I W s= (4) EXIST. TREES - ,• I TAX MAP# 1000-51-02-26 � TO BE REMOVED / °40'30"E EXIST. •7.-I' X _ ZONING DISTRICT R-40 NO z ---- r'5 2.1' SHED TO - a ?j a EX15T. STONE/ , 1 BE DEMO. 40 FRONT-T� LOT AREA Ob ACRES W az`m GRAVEL I PERO. TWT 11 Gofo - 51NGLE FAMILY WOOD p Q T K2 YARD SETBACK 1 w2 I I FRAME DWELLING WITH Q o Q F DRIVEWAY TO ' --' --' 3 t282;ni12i2o14 W W w g Z. SUNROOM AND ACCESSORY BE MODIFIED I IK�T b.0 PROP. MODIFIEDIF SHED w5o3w 1(= «I ` 40' FRONT YARD G�`� I T NI TEST FEMA FLOOD ZONE AE EL.6 0 m >g w } TAT SETBACK DRIYEWA I -- --- I z y IS' SIDE YARP ' 1 Q W SETBACKSIDE YA 20' SIDE YARD WETLANDS DISTRICT PENDING h li =a Q w R 1 I I -. I SETBACK (55' = 6 W I SETBAG ',I I /23.2�z ---- I COMBINED) DEC,DISTRICT PENDING o '_E z o U V a Q z3 20' SIDE YARD 0 / h SUFFOLK COUNTY HD APPROVAL R-21-1495 PENDING m i o a F �I SETBACK (35' I` per y N a W c PLANTINGS TO BE ` �' 'r _ = p W p m COMBINED) I mI _/ I6.8' I� =Lor COVERAGE r t 5 5 REMOVED I I I to PROPOSED 2 j/;/7/� �rm STORY\ I p " SOUTHOLD TOWN CQDE.280 124: ;- g g ,M W 1=g� i EXIST. WOOD 1 - Q -�" DWElrLING � I '" �� �1.. __. A5 LOT ¢x3Qo DECK TO BE i r DESCRIPTION(FOOTPRINT) AREA o p S 100, TRU5TE S ' I DEMO. 100, TRUSTEES I 1 i ������/ �I PROP. CHIMNEY CovERAGE p V W I L x 2 W SETBACK FROM -y SETBACK FROM I - - 40.0 a `W 3 0 aw PROV. (4) TOTAL LOT AREA 25,49I S.F. z¢p a WETLANDS2i I I I n!, EXIST. WETLANDS' I ' -�� ' NATIVE TREES a a y<W S. -�" ENCLOSED I 's' - �O 2"-3" GALIBE WETLANDS AREA 10829 S.F. o y z=s� w aE 'IS' DEG I -� 1, PORCH TO BE PROPOSED \ - -C �r EACH -'� BUILDABLE LOT AREA��� 14668 S.F. 'x-oca SETBACK FROM I I "�- DEMO, REAR DECK ' - �r // PROPOSED 2 STORY DWELLING / ! I 50UTHOLD 2221.E S.F. Is.lAS WETLANDS O.7 vi TOWN P R I 15•Gp' I .Iy+' / PROPOSED ACHED POOL AND 5 p 4.8A5 1 38.2 i' '75 DEG I- TOWN PIER / I P LINE SETBACK FROM I/ II II I LINE REAR DECK OPEN TO ABOVE TOI ^, EXIST. I STORY � -p 1/' 8.2 WETLANDS � 1 W FRAME DWELLINeTO EXIST. ABOVE / I wo TOTAL AREA OF ALL STRUCTURES 2,923 S.F. 19.4SK L BE DEMO. EXIT. GROUND PROPANE PROP05xD PROP. 20' MAXIMUM LOT COVERAGE ALLOWED:2055 •1� — FF=8.0' I i - TANK TO BE GUNNITE P�OL I .i' w. VEGETATED REMOVED W/ WATER ALL ' / I � �-' BUFFER ''LOT COVE a,6E HAS BEEN GALcuLAT�cor�atzm TO Try TOTAL euavnBLe LOT ArsEA. EXIST. WOO��Jj' DECK I /' i EDGE A 6' X I I - = , %;% 4_+ W/ HOT TUB�TO BE I � 6' FtOT TUB I ;i•%`%j / EXIST. GONG. -- + �!" / I � ZONING-RE_OULATION5 MAIN BUILDING` DEMO. /' 1 I ,� EXIST. STONE/ \I ,:E,. -;i 'ii /,� ;;,,;,, / �',',, WALL -� �= GRAVEL WALK TO PROP NATIVE %N "' SOUTHOLD-TOWN_GODE.280-124 _ / Y'--- PROP. 4 WIDE BE DEMO. PLAN INCH I ,/ 1 1 PATHWAY TO J � _•�' I /- O� � �P1fTf'GATION y' •� 13 PROPOSED COMPLIES / CATWALK N 'Al EXIST. GONG. � � Q - WALL 1 _ / I MIN.FRONT YARD 40.0' 49.3' YES LIMITS OF I I MIN.SIDE YARD 15.01 15.0' YES EXIST. GONG. COVER CLEARING, ' z MIN.COMBINED Q m GRADING AND SALT MARSH - 55.0' 55.0' YES SALT MARSH I -- 51 DE YARDS WETLANDS LINE OF I DISTURBANCE I I MIN.REAR YARD 50.0' 132.4' YES FLAGGING ' 50 REAR YARD 1 83°2q 5 LINE OF I 5831 O2 „ MAXIMUM HEIGHT 35.0' 33.6' YES +' : -I"yt WETLANDS �' °2q'S-I W dI SETBACK OI i 1j.O2 FLAGGING �� D E l� z � `t w �t � 50' REAR YARD I EXIST. IIVJ1 W U �+ �7 EXIST. SETBACK 0 DOCK � Z w >- zi X �p DOCK i ��°� tD� PLATFORM NOV 1 9 2024 o W > z ��t�` PLATFORM EXIST. WOOD I Q N z IX EXIST. WOOD CATWALK �'� / j° CREEK- CATWALK I �� >° CREEK Southold Town J w - a ' o > SATE L AYour NOTES! Board pfT[ustees o ,n w , I �A I.�3, THIS 15 AN ARCHITECT'S SITE PLAN d 15 � SUBJECT TO VERIFICATION BY A LICENSED ¢ �- o S67'°08 SURVEYOR. THE INFORMATION �-SeD , S67 O , WETLAND FLAGGING BY SHAWN M. I '�� 4�, REPRESENTED ON TH15 SITE PLAN 15 TO THE � \���3�•�384$ BARRON M.S. ON DEGEMBER 15, 2025. mI _ --�� ��' ARCHITECTS BE5T OF KNOWLEDGE. iy�� t 2.SURVEY INFORMATION WAS OBTAINED �- � c„•• SHOWN THUS: 1 �`C' l • �� FROM A SURVEY DATED JULY 01,2024 AND •e �E" TA SALT MARSH 3 Z i SALT MARSH I PREPARED BY: R' +s i`r>�, m ' I _°m 1 (w DENNIS W.LAYTON V I I ° NYS LAND SURVEYOR r N 1 - I ' J 5 PROOWEIN ROAD,SUITE E2 ,� t` .. -"y•'�'} ~` J S85°40'3O°W �S.O' CENTER MORIGHES,NY 11�i34 585°40'30"W -15.0' (651)400-4-M EXISTING SITE PLAN PROPOSED SITE PLAN y.•°DWLAYTON.GOM SCALE: I" = 40'-0" SCALE: I" = 40'-0" Z I I ¢ a� I6'-10" I ROP. - - .- - - - - - -. 0-M., F-C El UNDRY _._ _ _. oJ. F jPROPOSEDI ROOM r W owg a I CAR GARAGIE 1 W N= m a wc'-io3W 1- u m�agw 1 PRDEGKED I JaW� I I PROPOSED i. pf-pOF. H I I - a _ _ _ _I-._._.- BATH. 1 zpzc, Ln I 1 0 " oa�u+a • 1 O Z Z O W O N p W. a¢¢�� I I I I PROP. II J F a s �Z�2�j �„ I I I I I PROP. BATH. - 3 a a =3 Q o m, .. FOYER p yp L) ILIMI`..' PROP. I L.- PROPOSED an W 3 a a BATH. l_ BEDROOM - 0 3 W-.r. a We Al L9f-OP. 1 i I BAT . C.I Ln j(D C I I .>1 f o c a u PANTRY - I I a� C ] 1 _moo I [ ] PROPOSED I I I I I BEDROOM u PROPOSED r PROPOSED p I II I _ KITCHEN r— BEDROOM In J L _1�1_•—__-1T9GR0. BA H. PROF�OSED � + BE—D(O U C' - PROPOSED I O II PROPOSED LIVING ROOM I . DINING ROOM 24'-3y2" G� IL 06-41 Ln PROPOSED - DECK p1j, E C E I V EE 0 PROPOSED t I' er DECK r i z rn v - - - - - - - - - -._.-. _. -.-.-.-._.-._.- - - -- - 40'-0' `�-O N O V 1 9 2024 W ' 30'-O" Q W > z Z N o Board of TN5t2eS w � 0 I PROP. U) z I HOT 1 1 �A z N w OVERFLOW BASIN 1 1 TUB ICj IX TO BE <8" HIGH I I I I a LO a 0 IL 1 PROPOSED POOL 1 - '� 7,a^.��' :��3. � CN PROPOSED NATIVE L--------------------- t 1 PLANTING _ Cr1�. N MITIGATION T� J PROP. I R5T �L. PLAN ;L...r4.:..�,4:..�4..":.-�,4:..1:.. : 34..f,: _, .,s PROP. 5EGOND FLOOR PLAN � . .. , R Sar,'� ' ��� :4a ' ' 4 :� �'r r;; l•.;' :f7h•.: .. .. �'•.e..�--,-'�::.h: �.::.�:::'�.:%'�,' SCALE: I/8" = I'-O" SCALE: 1/5" = I'-O" gr Na 2 ::: J Y x F•mW U ❑ oo3 a ¢c c Ef O Z Qj S �u O.U.:�•a W Q y LL J D=J '^�1ma moi32} O Q� JO ❑ NON F- W W Z V N Ul FF K W S ¢ z 'nc�¢o LL 6 U LL O W S m z Oa Q�V vi yaWNzwa a�x¢m I W W z Z Z Ow W C NO a YtjQ f O O N W k U a U d 6 O W S Y S 3 Z Z I � 005�� LL W p N I W - Q W C� a =aoW0 ❑ 3 � '_s I N WZ2 `-' I 2 ❑ .i W tAao� Ll I f e�i .�1 S W TKO H O O a U I — — — — — I m LEFT ELEVATION (EAST) 4-0 � U PROP. LE 50-'ALE: I/V = 1'-O" N m += + o � � � N 0 II II II II I I I . z -e II I I za wN 0Nov 1 9 2024 > z MLIu W Z j Souod o z sees Board of Tru �wLL N LLI e o DP.E. ELEV. +8.O' BPE AE�+ ®wth `-♦ PROP. FRONT ELEVATION (NORTH) W W 50ALE: 1/5" = P-O" a W R' a Z W gx �mwp � zoZv�3 m a r- a =�a¢ y W F e1 CZ) W— _ >z � CZ)QJ�Vl GWI Q OJSa H A r J W Z W W O~Z U m F a g W O = 1-— O N y I yrO! fat� aOLLo= C W J Q O=a -¢W y I M S yNj 1'NO3 I � 1 IS-S O 1¢a LL O O Z a FA f O O H KW-C=Q OS S 3 Z Z #09 �W p N U W�=Z ¢wt=a¢coa a i o garwrs a n tav .z wm - � sa < N 'n a j6 O i Sw� O E a s r 0 O a U 0101 1 - - - - - CD =L _ PROP. RIGHT ELEYATION (WEST) N m — — — — — — — — -� o U C / \ Q \ Q F1 [I / FR[7N0,, mt 1 9 2024 Z / - - - - _ \ _ W - I \ T N _ Southold own �i I ��Q � Z w Z i � � W > u m oM Board of Trustees Z Z o LJJ J Z o o N � W I LL N O LULU N I I G� PROPOSED NATIVE— PLANT PLANT MITIGATION 3'-0"HI6HU140, ,� 1 PROP. REAR ELE\/ATION (50UTH) 1/8 - I o EXIST.WELL I I - I CULTEC HVLV SFCx2 FEED CONNECTOR 1-21NCH[25-50mm]WASHED,CRUSHED STONE EASING WHERE SPECIFIED I i CULTEC NO.410 NON-WOVEN GEOTEXTILE NATURALLY COMPACTED FILL AROUND STONE.TOP AND SIDES MANDATORY, 1 �`, ,, ,�y{ CULTEC CONTACTOR 100HD BOTTOM PER ENGINEER'S DESIGN PREFERENCE 11 5 L A N I7 % I E W L A N HEAVY DUTY CHAMBER (L FINISHED GRADE 6.0'[752 mm]MIN. 0 1 / RELOCATED UTILITY _ W � POLE d OVERHEAD �—• - W ,•Il / ELEO.WIRES I 12.0•[3.6s m] \!.+fi t: j J pa MAX COVER DEPTH fi.pryy /y 'I� i&IST HATER �+I��t 0'[tE2 m]MIN. Q 'C N ul 3tt1 n ° Y i' VALVE. rQ3�j Y\\ \% PI O tO0)c0 D A EXIST.HATER NNW Y/\ \//� :C LL i METER w /\\ \ O c�r0 N _ r �\\\ \ 6.0'Iwz 752 m]MIN. tl W o u. 7o M T I 366'(DEED) ^ //� yip n C)O aco cJ ttL 566.24'(SURVEY) \ �; �\\' \\;�\��\� \\;�\;�\ \!�/ /\\`�\ ;\�i/�\\�\\�.\ \��\;\\ii\\\/\ :� � \��\�'/��\:� \\i � L N�=tn MIN.1 I I I/ ry EXIST.SHED TO CULTEC NO.4800 WOVEN GEOTEMILE TO BE a T- F Y� P.T. PLACED BENEATH INTERNAL MANIFOLD r 40'FRONT YARD 5E AGK 1111 1 # BE DEMOLISHED 40.0•11016mm]MIN. FEATURE AND BENEATH ALL INLET/OUTLET -/ 1 2 'L- 12.0 3D5 mm]MIN. 36.0'[914 mm] 1 1 I CENTER-TO-CENTER PIPES(FOR SCOUR PROTECTION) JI W'TEST P.T. 3 V W L}IHOLE 50% PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLEHAS BEEN FOR L -- EXf'� - ems: ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET 4 MIN. � I ,I i'll", I 6GULTEG CONTACTOR IOOHD 5TORMINATER CHAMBER DETAIL N0' ODIFI REMOVE Ir 15'SIDE YARD SETBA K VACANT i GRAVEL 10' EXIST.(4) b' SCALE: NTSw I DRIVEWAY MIN ,\TREES MIN. a 0 I I 1 j 232 � / 2 �z I I P. r LINE OF PROP.2ND SEPTIC PLAN NOTES S" N I PROP.A/G CONDENSERS I 1 y -'�-'- I FL.OVERHANG PROP.INFILTRATOR IM-1060,2-COMPARTMENT,1000 •� 'p I` I I L 4 r 3 O GAL.SEPTIC TANK;VENT SEPTIC TANK O EXIST.UTILITY POLE TO (SEPARATELY FROM I/A oWT5)TO ROOF. Q IL 1-1uu PROP.ABOVE-5RC 1 1 - PRO.PORCH BE RELOCATED O Z PROPANE TANKS 5'I // - I 2 PROP.INFILTRATOR 50L000 SEPTIC TANK HOUSING W X I \-1L NJ $ 5'MIN. O r O SEPTITEGH STAAR O50 I/A OWTS;VENT I/A OWTS r 20'SIDE YARD SETBACK(35' (SEPAARATELY FROM SEPTIC TANK)TO ROOF J -1t `O �---- 5 COMBINED) IL 1 I O •}; PROP.1'x24'x25'DEEP P.GONG.PAD; INFILTRATOR WCK4 Pllls DWELLING O O M I r O ANCHOR BOTH TREATMENT TANKS TO PAD STANDARD Lai P 11-15 O .2-5TORY PC.FR. "^1'r NATIve BALKFILL a+Aree+s TTYPJ ORAI. To WPUBLIATERr I O\O I / DWELL.ING W GRAWLSPAGE- /- Ir O 15'O RUMP-BACK RECIRCULATION PIPE,CONNECTED ESTABLISH DRArN DI�ION UTERAI. Np 1 m I (GRAWL5PAGE SLAB EL. r----EXI5T.HIRE FENCE TO GRAVITY INLET PIPE FROM HOME W/4'x4"xl5" VESETATIVE Fti iareD BELCH EQUAL TOPSOIL y I EQUAL TO 5UR I V 1 r TEE PROVIDED BY SEPTITEGH COVER rn J E I O PROP.I/A OWES CONTROL PANEL(INSTALLED - �L (4 OMS) 5 twee `%/ .AIL F PL,- / PROP.CHIMNEY ABOVE DFE7 d BURIED ELECTRIC LINE �( 1616E 6.0 j ( 'r DWELLING O �P.PRESSURIZED SHALLOW DRAINFIELD LEACHING MIND 40.0' I w/PUBLIC SYSTEM./(2)ROYS OF(1)INFILTRATOR OUIGK4 PLUS o I� I MIN. / 5TANDAR12 LOW PROFILE CHAMBERS;MAINTAIN 2'MIN. +--- / ___ 1 y,]A�R BETI'EEN ROHS 4 4'MIN.FROM DRIVEWAY I r _PROP.REAR DECK - /_ r / PROP.GLEAN-OUT,INSTALL WITHIN 10'OF BLDG.FOUND. �Ba•wOE LHAMBi3i ]'-0•MR—Y-�•woe alnr,eex� _jlO NO BENDS SHALL OGGUR IN THE SANITARY LINE AT PROP. s (96•WOE TRENaU O3D•wOE TRENLW LINE OF 100'WETLANDS F-11 /- I iWI GLEAN-OUT. qI SETBACK(TRUSTEES) 5' I I OOL I r \ O EXIST.SEPTIC SYSTEM TO BE ABANDONED PER 5GDH5 STANDARDS Ir Ipyp, LINE OF T5'WETLANDS IMIN. F1 HATERFALL.EDGE d� --0E�T ?\��% NOTES, I I_ ' � - IR ALL PER ie�wI�SSETBACK(DG 10 r Z. GCN AOTTOR SMALLAr rO1 ND,TO COMPACT Sa M OF P`A TRENCH O�EXCAVATION. F4 M1 Lr I r O\,9/ S. 51.PFORT LATERAL PRE`.F.JIiR'FIFE W SNAP ON STANDS OWILTRATOR PRPSNFiE DOSING PROP.WATERFALL EDGE CATCH I I - -O z I T / / �p,� PIPE SF ALL T,OR EOJ BASIN(<8"FROM GRADFa 5' I 4. END OF ALL LATERALS SHALL n 4 THREADED E ADE A DISTAL PORT.PROVIDE A PVC VALVE 1 / I j I I I-JN. /o \ON BOXLATERAL w A RZ LORD' zl B A x nLLQ ,D END GP. 1 MIN. c` s. LATERAL PRE`fJJRE PIPE!slzlNe As FouoY6, F G PROP.CULTEC,CONTACTOR 10OHD 5TORMWATER I ---1T,---T---T--_1_ i__ ___ r \N�PJ� -PIM SIZE,I-U4.50H 40 wG PIPE CHAMBERS;INSTALL PER MAW.SPEC.'S d ---4--_+---+- I r V� -ORFIOB SIZE.5/52' ENSURE BOTTOM OF CHAMBERS'CRUSHED L---�__-1-__J -ai1PILE SPACING:Z4'OG ANGLED AT IZ OYAOCK ITOP OP FIFEE GRAVEL LAYER INSTALLED 6°MIN.ABOVE / 'i -DRAINAGP./}REPB PROTECTIOIL MD evErtY�oRORFIz SHIEiDDEmCw HOLE HIGHEST EXPECTED GROUNDHATER LEVEL O I TO DEFLECT 1=LOY'L N EXIST L T VE AIL 2.1' INFILTRATOR OUICK4 PLUS ( ) TO BE DEM15HE oP o HALL EL SCALE:NTS/ O / I I / I ' ;�.'i ;j, •^cT FxPECTEy GfZ^RIDYJATER NOTE. / AN ADDITION OF 0.4'MA.a BEEN.ADDFD TO THE OBSERVED TEST HOLE a o L%- ESTIMATE THE HI&4EST EXPECTED GRAIND WATER ELEVATION.THIS ADJJSTH •pC, / I . /,:;' i%'/' •%;, PROP. MEASUREMENTS RECORDED AT A NEARBY U.SSS MONITORN6 YELL.THE VAL I Vt I :%.':'::..'. �/;;', ,• // (4)BEDROOM DETERMINED BY CALCULATING THE 0 FPURENGE BEn•�N THE 6ROJW WA K\�� ', ;/ ,;:/• % DvFi I_INs R' PROJIDE.CGOIIDART SAFETY YO 9wW-AVERRED x TB?AS PE N9, THE TEST MOLL'WAS MEASURED,AND TFE HISTORIC HIGHEST MEDIAN LEVEL ¢ ��J%;::%;':%':'::; •,/I , D MATH SD LATERAL AS RED. LOVER''BQtFATH PRIMARY COVHt 10 MATCH PSD LATERAL PIPE 9121N6 -MONITORING YELL SITE NAME: ,41065 Z \\ ,,': ,,,;;;'�i;'; ffTP.,ALL Rssa) -MONITORN6 WELL 517E wMBER,410694OTZZ3%OI PROJECT• ) �,�OV� I / lr�;:%,%,%%',•;%%:%;//'i; I%f/;'j/�' � PP.EL•10.4' . 0 , '` ,; , ,/, '; •'i•' ;/::!;; ' Z'O FOR W PVC OR Fa. -6Raaro WATER LEVEL.ON AUSUST 2I,ZOZ4,T,l2 BELOW GRADE ISLAND VIEW / I TROJIDE FLUENT K P-0D OR ZAH3 IHV.EL�Z.T -HIGHEST HISTORIC MEDIAN LEVEL.FOR AVE'AYT,IZbB'BF1AW GRADE I ;�• �/:':/:,�//:.,':::.:':,%//// AIDOO EPFWBt1 FILTER(OR OfIER DISTRBVTION RPE:MN.PITLHI+'.I ,tJ;;', %%,•% ;',,/,/,/• ------- APPROVED MODEL w LAEFJ. MIL 4'O 50R SS SLOPING BALK TOWAFtD•'I/A a•Ir5 PRQp SR CE PSD°51' / '.O%;;•',;/.;/•' '%::'/ 1-1w NB COMPLIANCE W Nx P/L OR SO ADD Fiu(APPROx.I•TO Z•)AS REO.D TO RESIDENCE 9TAHDAfm 46 ai EaMALENf) MIR PITCH+•,I' ENSLRE BOTTOM OF PSD S'-0'MN ABa/E GYL / %::::%//: V1 I'-0•MIR INV. p D,MR I L 2•-0•Py.%. EL°SO' 9 MR CpyER ��y I AVG GRADE BL O S 6 MAx wM 910PE Q�ONE SANITARY 5Y5TEH•90' Z-0• 525 ISLAND VIEW LANE O �t�0�' I Io• Io D PRDVmE PV/ VALVE Box IIU MO w• GREENPORT,NY 11944 OF P/% PROPOSED 20'-0' a I,SHEEP L\ yiP° VEGETATED BUFFER I - - I,,BALL VALL�).P.T OF IS Lc�H .'I,... MW 4.0 SDR 9S PVC OR BO. —'( BOTTOM GP px wn P s M/NMBNANCE<INSFecnoN DRAWING TITLE MR PITCH�•.I' � p 4 PSD EL.•S.9' Iny. y Z g 1181L1RATOR CUmK4 flJF SLP HI6fE5T F�FLTED - •Z.00RH O •.. GIAM�S.AS PER DETAIL GRaIIND Yunse EL EXIST.GONG.WALL I �` m ' - -- 9 -- - s - -------- --- ---- PROPOSED EPTIC SYSTEM .. TEST MOLE DATA TOP OF WALL EL.=25' ➢ 1r --- - T MCDONALD 6ECEl-EWE I --- - ----- - GR011rro YIATl3t Box loop - ---- s SOI7DO I NY 11411 LIMITS OF CLEARING, I •d M0L 5b. LOIxI CAST NT IRON I TTW,Q4YUxZ�•Y!U POURED CONCRETE PAD to Pi PSI MNJ W(C Raw EL•56' CODER TO GRADE -f. I (TOP BOTTOW OS 9 REBAR.9'OL,IBOTH DIRPCnONS):ANCHOR (69U 165-%Tl GRADING AND GROUND r E F 1 ;y y y TAWS TO PAD W NYLON STRAPS PER MAW.PFP.GS. H4GD6EWE,MAILDOM DISTURBANCE i P y ; /+ t t A•• •f. SHTTRAND "Y AKK-BLITISK�n.OIRTOfITH�i TLOM491OIALLY AVAILABLEL ^•SALT MARSH^• / •,:T,. F L,.rl.. .r::.. - i STRAP SYSTENB I•IFETING MAW.SPEL.5 AS LIST®IN INFILTRATOR'IM- Ea_•s2 I LTAfBiIEs rAIK axxANLY coNTRDL GVmANLE•�IEJ.IE PAGE OS. oy DARK BR"LOAM 50'REAR YARD SETBACK I -s'-z' WTL-05 M- BROHN SILT PROP05ED 5EPTI C SYSTEM DETAIL Y r , sD - SCALE:NTS DATE:11/4/24 eRaHv1 slLn pp 514 SAND W 6RAVEL 1 _ A,� 5O' SIILLTYI SA�NDrw '11 i'Fi 583°29'5T"W 2 INASE SYSTEM CALCULATIONS: ��� a.••R n �'%lA 11.02, TOTAL IMPERVIOUS ROOF GOVERA5E=2�22 S.F. ,fin\. tvt / / I 2222 S.F..x 2"RAINFALL EVENT=510.5 GF STORASE REQ.'DINA�IN ',V O 46 NE TO COARSE I EXIST.DOCK ��•( / `� /yW I I / CONTACTOR IOOHD STORMWATER CHAMBERS PROVIDE 28.81 G.F.NNIT STORAC-aE / SAND wTH ORA`EL I i /�� PLATFORM (14)CONTACTOR IOOHD UNITS FROP05ED: 40354 GF STORASE PROVIDED A/ PROPOSED SEPTIC DESIGN SITE PLAN COM•!NT",GR0.IOHATHe (� ` = ETYauNrEiZED 4.1'BELOW SCALE:P a 20'-0" ` ` GRADB Cantrell, Elizabeth From: Brooke Epperson <bepperson@amparchitect.com> Sent: Tuesday, November 12, 2024 12:41 PM To: Cantrell, Elizabeth Cc: Darcee Aufenanger Subject: Re: Gulizio and Cordoves Upcoming Hearing Plans Hi Elizabeth, The project description did not change for this. Thank you Brooke Epperson Design Director A M P Architecture Design + Build Offico: t331--600--0002 www.arnparchitect.cor-f i On Tue, Nov 12, 2024 at 8:55 AM Brooke Epperson <bepperson@amparchitect.com>wrote: Hi Elizabeth, You will have these (2)sets by 2 today. Thank you Brooke Epperson Design Director A M P Architecture Design + BUild Office: 001-003-..0002 www.amoarchitect.corn On Fri, Nov 8, 2024 at 3:47 PM Cantrell, Elizabeth <elizabethc@town.southold.ny•us>wrote: Brooke, Please submit two stamped sets of revised plans by 2:OOpm next Tuesday. We cannot use the printed out copies as the final sets of plans. I will add your email below to the file for the record and if there are any dimensional changes please email me a revised project description. Thank you. 1 ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 From: Brooke Epperson<bepperson@amparchitect.com> Sent: Friday, November 8, 2024 3:33 PM To: Cantrell, Elizabeth <elizabethc@town.southold.nv.us>; Hobson,Thomas<thomash@southoidtownny.gov_> Cc: Darcee Aufenanger<daufenanger@amparchitect.com>; Nicole Zebrowski <nzebrowski amparchitect.com> Subject: Gulizio and Cordoves Upcoming Hearing Plans Hi Elizabeth and Tom, Attached are updated plans for next week's hearing.The changes include: -Correcting the 75' & 100' setback line shown on the site plans -Adding the heights of the proposed pool, overflow basin and tree mitigation -Added proposed tree mitigation to Site Plan Thank you Brooke Epperson Design Director A M P Architecture Design 4- BUild Office: 631-693--9092 www�a1Yi ??architect.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 N � ,zQ IN6,pATA, ANC VIEW L ?� NE 15L ND �/; I � � L �'` w �Y (4) EXIST. TREES 1000-5'i-02-26 m w o 1- =5 TO BE REMOVED TAX MAP# ZONING DISTRICT R-40 NO a a F EXIST. �.7' X 1 585°40' "E 5°40'50"E r - --�-- 2.1' SHED TO T LOT AREA 0.6 ACRES o Z w EXIST. STONE/ i BE DEMO. 40' FRONT GRAVEL PE „� YARD SETBACK TOT#2 FRAME - SINGLE FAMILY WOOD Tom, ; I FRAME DWELLING WITH #3'7282; II/12/2014 �J -=a DRIVEWAY TO !e! L- 5UNROOM AND AGGE5501 w w'~Z I xTEST b'0 PROP. MODIFIED SHED 'm a BE MODIFIED HOLfir,rp� _ _—_ 16 li ' I Ter#1 40' FRONT YARD OR T" TEST FEMA FLOOD ZONE i AE EL. b ZRTQDRIVEWA O=Z�� zxyxm 15' SIDE YARD _ — — SETBACK 20' SIDE YARD DISTRICT PENDING N a w= SETBACK 15' SIDE YARD i SETBACK I K SETBACK (35' DEG DISTRICT PENDING x' - 1 x V 25.2'-' COMBINED) -- K O w< `\ _ 20' SIDE YARD uy' Q % ` 'I- WO us FFOLK COUNTY HD APPROVAL R-21-1495 PENDING a w a ; �0 � r SETBACK (55, N�� w 661 �� �' �[r "O N — PLANTINGS TO BE ml I ;' Q COMBINED) N o m� / 16.8' I►n LOT 0�?1/ERA a a REMOVED m PROPOSED 2dim STORY j O, _�� SOUTti01.1 TOWN,Gp18 2C -J24 o w ;a �w EXIST. WOOD %LOT a DWELLING h LL o='p DECK TO BE I DESCRIPTION(FOOTPRINT) AREA COVERAGE w k=z ----�---PROP. CHIMNEY - I OO' TRU5TEE,5 y- DEMO. 100' TRUSTEES / , w SETBACK FROM 40.0' I TOTAL AREA 2s,4a7 S.F. , :'�� aJawwx SETBACK FROM, I I EXIST. WETLANDS',F I --------------- WETLAND�c. I < " ' S ' 20 0' WETLANDS AREA 10 829 S.F. w N a o a s . '' i ENCLOSED ; Ijw / o o a w PORCH TO BE - 'I �� 14668 S.F. REAR DECK 77 I BUILDABLE LOT AREA — -75 DEC I DEMO PROPOSED r i 1 PROPOSED 2 STORY DWELLING 2,2211 S.F. 15.1% SETBACK FROM I 50UTHOLD I i ,--`° 50UTHOLD (K/OVERHANC5) WETLANDS / �Q,1' 38 2' /-�— 75 DEG I I 15 f , TOWN PIER PROPOSED ATTACHED POOL AND TOI S.F. 4.8% Q� N TOWN PIER � 1 -P LINE SETBACK FROM I/ I LINE _REAR DECK OPEN TO ABOVE EXIST. I STORY I �' l/' 8.2 WETLANDS — FRAME DWELLIN��TO EXIST. ABOVE t TOTAL AREA OF ALL STRUCTURES 2,g23 S.F. 19.9% 13 4 24' 1 3• GROUND PROPANE �� I I j-� i` U BE DEMO. EXIT. PROPOSED _ N PROP. 20 MAXIMUM LOT COVERAGE ALLOWED:20% i - �' TANK TO BE rUNNITE POOL I �, -i /', �1. VEGETATED ' REMOVED W/ WATERFALL -�'1' -LOT C.OVERASE HAS BEEN CALCULATED COMPARED TO hE TOTAL SOLVABLE LOT AREA. m . - -, _=r �y. ' ;,";,: BUFFER EXIST. WOOD'DECK /' � EDGE A 6' X � � � �=�. '— W/ HOT TUB TO BE I N�Q 6' HOT TUB I I /�., .%i.% -EXIST. GONG. Z0N3NG RECUL,4TI0NS MAtNJLRINC;+ " DEMO. "�. ( ,�' EXIST. STONE/ ��� �� � WALL 1 0 124 L ,::::: 500-149�1 TfOWN,C t GRAVEL WALK TO PROP NATIVE N-%%:::�!: %;%!/- 0 PROP. 4' WIDE BE DEMO. PLAN�ING� % % ';i Q i%! N PATHWAY TO — PROPOSED COMPLIES MtT-I6ATI ON CATWALK — _ Al EXIST. GONG. m _- p WALL i MIN. FRONT YARD 40.0' - 49.3' YES In c ; LIMITS OF I ( � MIN. SIDE YARD 15.0' 15.0' YES m GLEARING, ° z MIN. COMBINED 35.0' 35.0' YES r — GRADING AND SALT MARSH SIDE YARDS EXIST. GONG. COVER SALT MARSH ^- ,,��= OROUND i =--�I MIN. REAR YARD 50.0' 132.4' YES J WETLANDS LINE OF Z DISTURBANCE i j FLAGGING MAXIMUM HEIGHT 55.0' 55.6'_ YE5 WETLAND5 W 50' REAR YARD 83°2q?1 W LINE OF I . 1.02 z SETBACK O J- 11.02 FLAGGING 0) ' 0)� W w � 50' REAR YARD I EXIST. � Z w_ /rj EXIST. SETBACK DOCK z ,���O ° n NOVN®� fir. c�Q a > o d / °� n DOCK �r7�� toy PLATFORM Z z it I rij PLATFORM EXIST. WOOD I J LLJ J a EXIST. WOOD CATWALK ' >° CREEK CATWALK I SR?° CREEK to t� cn w �,�.}7 A� 1..ITT IS 15 AN AR LAYOUT .GHITEGT'5 SITE PLAN s 15 OLL N 0 �X R3 SUBJECT TO VERIFICATION BY A LICENSED V) S67° ,5 SURVEYOR. THE INFORMATION a. F W WETLAND FLAGGING BY SHAWN M. i _ __ �. O '4$ REPRESENTED ON THIS SITE PLAN IS TO THE a0 BARRON M.S. ON DEGEMBER 15, 2023. V) �� ARCHITECT'S BEST OF KNOWLEDGE. " IlT l _ ____ 2.SURVEY INFORMATION WAS OBTAINED E -' FROM A SURVEY DATED JULY 01,2024 AND Z Q SALT MARSH �— PREPARED BY: ^- I m O Iti SALT MARSH 1 DENNIS W. LAYTON m_ ° a I NYS LAND SURVEYOR M d LIG. #O50920 v I J � 4 L_--- ------ I5 CENTER N ROAD,SUITE 15 1 L--------------J N 585°40'30"W -15.0 CENTER MORIGHES,NY IIg34 585°40'50"W -75.0' PROPOSED SITE PLAN (631) 4TON.r fl EX I ST I NC SITE PLAN DWLAYTON.GOM o a SCALE: 1" = 40'-0" SCALE: I" = 40'-O" 23'-2" a 23'-2' =w g Y m O r---------- 5'-7 oaw3 - FzFa II I � �aQo 24'-5 ROP. I6'-10" " - - - - - - p Z J& Uaa '^ UNDRY � - - - - - - - - — o =a oJmQF J� J PROPOSED I ROOM — J~z I ICAR GARAC-i.E >>F m � wcio3w mwa s I I — — — ZUOQ VI PROPOSED = - - - -I DEGK PR GYM ED PROP. Q w O LL O W U BATH. a>�Z?3 oa.F�cai r 0adwa p O N p 10 ! ' I BATH. � PROP. owOZ U FOYER wo _ .PROPOSED a Z�ooa Fs)LLIBATH. F BEDROOM a a Z O � "-... ..- � Y ywj�J Yp > w rpoa FROP. BAT C I r o PROPOSED r E -1 BEDROOM -1 �L - �i ono - - LJ o2c r PROPOSED PROPOSED _ \ / KITCHEN BEDROOM (1) m r -I-j I I � + Lam . BAH. PR01�05ED — BED r0_OM i !g PROPOSED LIVING ROOM — s DINING ROOM - - - - -- - 24'-3y2" dJ PROPOSED PECK ; h PROPOSED z It `r DEGK w C.) r 1 > Z w z W j _ 30'-O' _ NOV 2024 Z Z ----------- _ — Q ui g o w PROP. - - i I HOT `o OVERFLOW BASIN TUB r o Ul) TO BE <8" HIGH a in - -----� = a 1 0 0 --,'-8" -- O O O o 0 I _ a FROF05ED N POOL I I PROPOSED NATIVE N J PLANTING MITIGATION _ 50'-0" _ — e ti PROP. SECOND FLOOR PLANir a ,- ;,vo'r'° _o'P'° :•'fir, g.r FIRST FL. PROP. ..:. ,:... .e%r1° en�r:s "vP° ae:'v: °•r'si � gyp aia� :o,:mode =.:o,.>� '.:;'-.^:_ ..o •.:> ...oa;..:o,.;<•,.oa_:•:e:o,a;<.;-od_:�:,:a.::•:,: ;;;:o :. ,_:.e:o. SCALE: I/8" I, O�� SCALE: I1W = I'-O" a zN aY �mwo oow3 z=a aaa� U 2 0 w O Z J U OJ�aF LL J Q=J mwoagw O x z J w Z U O a V III Jarwa =aQwx F z¢o¢w3 I owa z zaw-o II_ g csz zr in w��4 u = Q0 00,rr ir �wrao o a _ a - w x _w_Jr> a 1 a o a on¢Fr- I I - —_ —... -} j U PROP. LEFT ELEVATION (EA5T) � I'-O" Tt_ o U � o � � Q I I II I i II l •I w d zv 0V 1 2 2024 w � J J - w 5; Z I I -- z z I- - - Q O J LJJ J d N W _— — ¢ — Lf) w II 1 ILL CV O II O ------------ I a ELEV. II ELEV. +6.0' - ' � 1 N I- PROF. FRONT ELEI/ATION (NORTH) SCALE: Q J Y — Fwa0 m W o ZO O W 3 Z p W O Z J U Q o��QF � ma _ m�YSw o=zJ� _ zoo Q�vr I I aazw= I I S F a W U w O S U W= w O W Q I � OaF�cai ' i w�so3 N d O N Q ai��m ¢ ME r om z Z Q W a p cvz zr S S r Q 0 t II S w ZMoaa 2w0wo F O O d U LL— O ll - u TF— — U � PROP. R15HT ELE\/ATION (WE5T) SCALE: I/8" = I'_O" ._ / \ 57 \ Q / \ / \ / \ LU rr / — z � \ NOV 1 2024 W W Q j Z Lu / rdQ LU5: z / J \ Z2 o '-- mau \ � w as cv \ ( W n O UJ LL N l - -j Lo C3 r p No V Jz LU �N ¢ PROPOSED NATIVE O PLANT MITIGATION - 3'-O" HIGH ti O ep e 1 a� e� s S so `a� s� s� �a� s� — — � N v PROP. REAR ELE\/ATION (SOUTH) Lii a EXIST.WELL I I I CULTEC HVLV SFC>,'2 FEED CONNECTOR 1-2 INCH 12550mm1 WASHED,CRUSHED STONE CASING WHERE SPECIFIED CULTEC NO.4 E NONWOVEN ESGEOTEXTILE MANDATORY, NATURALLY COMPACTED FILL AROUND STONE,TOP AND SIDES MANDATORY, \/ ® * CULTEC CONTACTOR 1DOHD BOTTOM PER ENGINEER'S DESIGN PREFERENCE Q 1 1 1 5 L A N D I Y I E N L HEAVY DU CHAMBER FINISHED GRADE 6.0"1152 mmj MIN. W I J � RELOCATED UTILITY I POLE 8 OVERHEAD j / ELEC.WIRE5 12.013.66 m1 MIN. C t W MAX.COVER DEPTH \/�/ \/� 6.tl'(752 m1 Lo Lo T �N EXIST.WATER 31zi1 n �V�h Y!' VALVE �pG %/j/ 12.5"I318 mm1 '` d'�}� Z Ili II FU C _ZO fit /2g !I EXIST.WATER 11. //j\\ N 3 585 3 "E METER "I5.00'tw W - \\� 6.9"11526.a'1152 mI MIN. C x jN 366'(DEED) 0OD'�� 366.24'(SURVEY) � cV0 SON C CULTEC NO.48W WOVEN GEOTEXTILE TO BE Q -� I///� Q MIN.I ry EXIST.SHED TO PLACED BENEATH INTERNAL MANIFOLD 40'FRONT YARD SET ACK If) z � P.T. BE DFMOL15HED 40.011076 mmj MIN. FEATURE AND BENEATH ALL INLET/OUTLET r /NNN �; I /\ 02 L- 12.0'(305 mm1 MIN. 36.0"1914 mm) CENTER-TO-CENTER PIPES(FOR SCOUR PROTECTION) 1I JET / P.T. 3 V' WI HOLE ,,_50% EXPO 5, PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR -- ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET 4: MIN. — — - -' J b GULTEG GONT?#GTOR I OOHD STORMNATER GH?�M�ER DETAIL m RI LL MODIFI REMOVE / OI Oj GRAVEL 10' EXIST. SCALE: NTS 15'SIDE YARD SETBA K I R I' y J VAAND7DRIVEWAY MIN TREES MIN, U O LLSJ I '� 11 L 2 5EPTIG PLAN NOTES z I I I❑"%gip'2 / t LINE OF PROP.2ND PROP.A/C CONDENSERS I L/iAI3A6�1y/ <} - ( FL.OVERHANG PROP.INFILTRATOR IM-1060,2-COMPARTMENT,1000 (�,) O(� I I BLAB ON A 4 3 O GAL.5EPTIG TANK;VENT 5EPTIG TANK r'l m 1 L GRADE. Q 1 EXIST.UTILITY POLE TO (SEPARATELY FROM I/A OWT5)TO ROOF. L_J PRO,pORGH BE RELOCATED PROP.ABOVE-GROUND 5'i "/ _� PROP.INFILTRATOR IM-1060 5EPTIG TANK HOUSING O 57 IL z PROPANE TANKS I N - O O2 SEPTITEGH 5TAAR 0.5C I/A OWTS;VENT I/A OWTS i( W .� IN 5 5'MIN. 20'SIDE YARD SETBACK(55' (SEPAARATELY FROM SEPTIC TANK)TO ROOF < O 7' COMBINED) I­,­A—WICK4 ews 5' PROP.T'x24'x2.5'DEEP P.GONG.PAD; J \Q T. I t O STANDARD LOW PROFILE DWELLING O O I '© / M ANCHOR BOTH TREATMENT TANKS 70 PAD NATIVE BACKFILL cHAI•®ERs(rrPJ GRADE TO Ny PROP.2-STORY WD.FR. t vRnIN w/PUBLIC O N 1.5"°PUMP-BAGK RECIRCULATION PIPE,CONNECTED DISPERSION LATERAL TOPSOIL O\O DWELLING w/GRAWL5PACE O' - O4 ESTABLISH PREsSJRE PIPE 51ZLD L WATER O Zrn I (CRAW-SPACE SLAB EL. If---EXIST.WIRE FENCE TO GRAVITY INLET PIPE FROM HOME w/4"X4'k15' VEGETATIVE EQUAL TO 5URROUN TEE PROVIDED BY SEPTITEGH coVER PLACm AS NOrP�9ELow qrn I 6R�P DE� I PROP.I/A OWTS CONTROL PANEL(INSTALLED y 1 (4 DROOM5) PROP.CHIMNEY O ABOVE DFE)a BURIED ELECTRIC,LINE \!/ 1 FF EL=104' GO0^Hj Rf III I {I� 1 t PROP.PRESSURIZED SHALLOW DRAINFIELD LEACHING /��LAB EL'S.0 s - t DWELLING O 5TANO w/(2)ROWS IL(T)INFILTRATOR MAINTAIN . PLUS d �_ 400 t w/PUBLIC WATER STANDARD LOW PROFILE CHAMBERS;MAINTAIN 2'MIN. ( BETWEEN ROWS a 4'MIN.FROM DRIVEWAY _ D_ECK _. �1 t N / B4"WIDE LHAI•�ER / PROP.GLEAN-OUT.INSTALL WITHIN 10'OF BLDG. z.-0 FOUND. �34'WIDE LHAMBER . PROP.REAR MIN,—#-(gy,WIpE TRENCH) _ _ I '4 � � I i I O NO BENDS SHALL OGGUR IN THE SANITARY LINE AT PROP. i f%'WIDE TRENCHI LINE OF 100'WETLAND5 - tWl GLEAN-OUT. SETBACK(TRUSTEES) I / I EXIST.SEPTIC 5Y5TEM TO BE ABANDONED PER SGDHS _ P P. COIL / 8 STANDARDS LEVEL LINE OF-15'WETLAND5 WATERFALL EDGE o-0�T Q��P-j O I NOTES . ALL PER 14AN,.FgLTLRER5 I' ROT TO TH A DISTAL P SETBACK(DEG) I 'I �(O Z. v 11-Exc°RAvn ION T ��w �rroM of PSD mENCH .. ... t O 4. END OF ALL S ELPBOW TlIREADEO 1M1 (MINPr iLTRATOR PRESSURE DOSING r _ PIPE swPORT,oR E°J N PROP.WATERFALL EDGE CATCH 5 0-� O z I L 5 t�p�/ ��P�E oRT.PRovIDE A PVc vALVE BA5IN(<8"FROM GRADE) / 5' 1 I F _ 'II MIN. ' OF�^004�O,d L (r� - -- --- 5. LATERAL _PIPE SIZINS A5 FOLLOWS: MIN. r___T___T___T_l_T___ _ -PIPE SIZE: -I/a' .'40 PVC PIPE PROP.CULTEC GONTACTOR IOOHD 5TORMWATER 11 - --- ��NE p, -ORIFICE slzE,s CHAMBERS;INSTALL PER MANU.SPEC.'S 8 --Y---+---+---+---+ - I V� -ORIFICE SPAUN6,3a'OL AN61_ED AT 12-LOCK(TOP OF PIPE). ENSURE BOTTOM OF CHAMBERS'CRUSHED L•--- l _-� C9 t -pRAINA6E/FTiFEZE PRorEcnON,MOTTOEVERY s)ORIFICE HOLE L 6_-N HOLE - - 't (BOTTOM OF PIPFJ W ORIFICE SH.ELT BELOW HOLE GRAVEL LAYER INSTALLED 6' MIN.ABOVE / I II 'O I 1 To vEFLEcr FLow. HIGHEST EXPECTED GROUNDWATER LEVEL/ _ I EXIST.DWC-CLING d DECKS I I EXIST.GONG.WALL INFILTRATOR QUIGK4 PLUS (SLP) PSD DETAIL s TO BE DEMOJ_'15HED / ! _ TOP OF WALL EL.=2.1' W / 1 L' / II 9' 9 SCALE:NT5 I .{� NOTE: _ ' AN ADDITION OF 04 HA5 BEEN ADDED TO THE OBSERVED TEST HOLE o / L r n ESTIMATE THE HI6HE5T EXPECTED 6120UND WATER ELEVATION.THIS ADJJS (A�DR2_ MEA51/F2EMENTSETERM RECORDED AT A NEARBY ENCE5 MONITORINGWE WELL.THE VAL DII,ED BY CALCVLATIN6 THE DIFFERENCE BETEN THE 6ROI/ND WA V\ '.',; Z'm HEADER!TEE$/ELBOWS, DWELLING 2a'm LOCKING ACCESS coVERs W THE TEST HOLE WAS MEASURED.AND THE HISTORIC HIGHEST MEDIAN LEVEL F rc /,, RISER;PROJIDE SEL0IIDARY SAFETY TFOLLOWED BY REDULERG AS RC.D PROJECT: �N Q�� I ! .� %.;;!;'.',•i,•.' LOVERS BENEATH PRIMARY LOVER 0 MATCH PSD LATERAL PIPE SIZING -MONITORING WELL SITE NAME:5 16165.2 I—;ALL RISERS) _MONITORING YELL SITE NUMBER:410634012223601 \ O , ; ;,',,;, F.P.EL.•ID.a• -OROUND WATER LEVEL ON AUGUST 21,2024:IB26'BELOW GRADE VIEW AIBOO EFFLUENT FILTER(OR OT�9:R IMF v29 DISTRIBUTION PIPE MINN.PLTGH} -HI&HE57 HISTORIC MEDIAN LEVEL FOR AUGUST:12bb'BELOW GRADE ISLAND E EL PSD-51' RE SIDENCE �,','' APPROVED MODEL a LABEL MiN.4`m SDR 99 SLOPING BALK TOYlAROS I/A OAT' ADD FILL(APPROx.I'TO 2')A5 REO.D TO ,•'.N�•/ I INDICATING COMPLIANCE w/NSF PVL OR ED. ENSFtE BOTTOM F PSD Bb•MIN.ABOVE 6Yt \ � I W srANDaaD 46 DR EOUIva.eNr) MIN.PrtcH b`r �OHDA U1 I'-D'MIN. Imo' 6'MIN. NO5 N I AV6.GRADE EL.O EL.=S.O' 3'-6'MAX. I'-O'MIN. LOVER sw MAXIMM sLDPE 525 ISLAND VIEW LANE OO��N PL q� X ' SANITARY SYSTEM.SO' � 'q�0 uT � LPo�,5`�EE ELVe�ow wBOT�EAH®�Elaro°CAP GREENPORT,NY 11944 P,JE PGA V P ATED BU PERK I — —MIN.4'm 5DR BS PJL OR EO. 'pLOW - -1' Q i (OR BALL VALVES)L DISTPL END OF EPLH BOTTOM OF LATERAL FOR MAINTENANCE!INSPECTION MiN.PITCH#':1' PSD EL.•S"� nIF IN LTRATO ICK4 PLUS SLP HIGHEST ExPELTEO DRAWING TITLE: 3O 1 ooPM - -- - s - - --- - A -- cHAH@E-ie PER DETAIL _baannm wATEa EL. PROPOSED SEPTIC SYSTEM EXIST.GONG.WALL I -% - -- - -- ------TEsrTaLE esER TEST HOLE DATA TOP OF WALL EL.=2.5' a- -- - HEAvr ,- -- - s GROUIm waTER EL. MCOONALD 6EOSGIENGE I p MIN.INN. OLKIN6 LPST IRON TYW1x34YUx29YH1 POURED CONCRETE PAD(4P00 PSI M NJ H/(2)ROWS Box loon LIMITS OF CLEARING, I r EL.=B6' �oVER TO GRaoe F (TOP�BOTTOM)OF m'i R®AR 9'°L(BOTH DIRECTIONS)ANGMJR SOUTHOLD,NY 1191I 7( TANKS TO PAD W NYLON STRAPS PER MANI.SPECS. (631)T65-%T7 GRADING AND GROUND «j. -- NYLON STRAPS SHA1-L BE EITHER INPILTRAroR TANK BUOYANCY CONTROL MGDGEO®GMAIL.CAM DISTURBANCE r STRAP ASSEMBLY(TANK BGS-KIT),OR OT£R LOMM9tL PLLY AVAILABLE SALT MARSH / STRAP SYSTEMS MEETING MAtU.SP S AS LISTED IN NFILTRATOR'IM-1 PAGE: I - /-f ' LM-SERIES TANK BUOYANCY CONTROL OUIDANCE'BULLETIN. -05 EL6 50'REAR YARD SETBACK I B O WTL 1 0.5' DARK BROWN LRAM M BRO- LT i ��`%' PROPOSED 5EPTIG SYSTEM DETAIL so - SCALE:NT5 DATE:11/4/24 BROYw SILTY / SM snero H/GRAVEL I aT ,� WATER IN BRDYM IE LIN so GILTr sA1ro inm 583�2 ST„W DRAINAGE SYSTEM GALGUCOVERS: 1 /NO 11.02' TOTAL IMPERVIOUS ROOF COVERAGE . 2,222 S.F. 2,222 S.F.x 2"RAINFALL EVENT=5 G.F.STORAGE III I � WATER IN BRora1 EXIST.DOCK GONTAGTOR IOOHD 5TORMWATER CHAMBERS PROVIDE 29,2N C.F./UNIT STORAGE / A/ FIW To COARSE � I SA-WITH GRAVEL �/ PLATFORM (14)CONTACTOR IOOHD UNITS PROPOSED: 403.34 G.F.STORAGE PROVIDED ° '/'/ PROPOSED 5EPTIG DI=SIGN SITE PLAN (gMMENtS 41'BELow SCALE:I"=20'-0" GRADE I L AA N V V I E W LANE 15 L N fl �; I E V4 L (A N E PROJECT/ZONING DATA' ' 1 (4) EXIST. TREES z Y ;5 I TAX MAP 1000-57-02-26 = 5 L__ TO BE REMOVEDO'30"E f EXIST. �.1' X - _ 1 5 °401 II I ZONING DISTRICT R-40 NO F z x a EXIST. STONE/ 2.1' SHED TO r=ate i I PERG BE DEMO. 40' FRONTT� 1 LOT AREA O.6 ACRES o c W GRAVEL T�T,#2 YARD SETBACK Z W~ DRIVEWAY TO ' R ✓ , \- TAT I II FRAME -SINGLE FAMILY WOOD a L_ FRAME DWELLING WITH #572a2;11/12/2014 LL w 5 BE MODIFIED I TAT 8.0 PROP. MODIFIED SUNROOM AND ACCESSORY WQOYgZ HO SHED =�ma T#I 40' FRONT YARD GRAVE T#1 w 0 3 w SETBACK DRI VEWA I I TEST I FEMA FLOOD ZONE AE EL.6 0=z s 15 SIDE YA E GK 1 zwoo<:° SETBACK 15' SIDE YAR1 1 20' SIDE YARD WETLANDS DISTRICT PENDING = a c '� -• SETBACK'' / -• r, SETBACK (35' 2`a` W 2 DEG DISTRICT PENDING o¢c COMBINED) a z 3 20' SIDE YARD >,.o=Q z,u_w O� r SETBACK (35' O I`w OI �_ 11r SUFFOLK COUNTY HD APPROVAL R-21-1495 PENDING 3 W sc PLANTINGS TO BE 'Efi � COMBINED) O m j 'I g r REMOVED ' n �o /` b 8 I LOT GQVERA6E, a W F I m PROPOSED 2 � '� Im ' EXIST. WOOD STORY \ I p �'�I SOUTHOLD'TOWN'GODE 280-124 - ozWZo DECK TO BE DWEIrLING ' I ,I S o W 3 Z Z - I DESCRIPTION(FOOTPRINT) AREA %LOT LL c?F o 100' TRUSTEI=S �" I DEMO. 100' TRUSTEES PROP. CHIMNEY COVERAGE oZ„ SETBACK FROM 1 SETBACK FROM I 40.0'� I TOTAL LOT AREA 25,-Al S.F. y 3go WETLANDS°c I ' I I EXIST. WETLANDS`t� I I'I -------------- Ij o z a W W s•, ENCLOSED I 's" ,F' 2O.0'1'W WETLANDS AREA 10,6201 S.F.PORC W z ca,w`-' DEMO PROPOSED TO BE PROPOSED \/ ' '(_ ,�j �' / BUILDABLE LOT AREA 14 668 S.F. o o m o 75' DEC I (U Mom¢ SETBACK FROM /� REAR DECK , ' I I .// PROPOSED 2 STORY DWELLING WETLAND5 p 7+ 2: � 50UTHOLD I 15 O I ; /.•-�• SOUTHOLD (W OVERHANGS) 2,221.7 ' 595.21 8 N / TOWN PIER 75 DEC I,II.' TOWN PIER �i I ; PROPOSED ATTACHED POOL AND LINE SETBACK FROM I LINE 701 S.P. 4.b% EXIST. I STORY �p -P I I � REAR DECK OPEN TO ABOVE N _ l/' 8.2 WETLANDS ' I " ,' � FRAME DWELLINO'TO 1 '- 41 '2 3 EXIST. ABOVE fI I I' l?1 f TOTAL AREA OF ALL STRUCTURES 2,425 S.F. 19A% 15. GROUND PROPANE i BE DEMO. EXI T. j PROPOS D I — I - /' ''� PROP. 20 -I� TANK TO BE GUNNITE Pp OL I I III MAXIMUM LOT COVERAGE ALLOWED:20% — REMOVED R� y-'/ W VEGETATED U W/ WATE ALL I _ -LOT cow RAS BEEN CALCULATED C40MPn�TO n�TOTAL LOT AREA EXIST. WOO DECK II / .-�'"..•.; ;; ,:;;,; ' BUFFER � m ��jj �i'/ N rO EDGE A 6' X I -' : 4-1 DEMOT TUB�TO BE /y` 1 eJ! 6' IOT TUB 1 %%;!%: EXIST. GONG. + �%9"%-- %„ ZONING_REGULATIONS MAIN BUILDING ' \� I � - EXIST. STONE/ .' : '"' % %;, WALL / GRAVEL WALK TO PROP NATIVE N'%' ;;;%; -% 'SOUTHOLD TOWN C.ODE.250-124 : BE DEMO. PLAI;UCING PROP. 4' WIDE �•0: •;•:• • tit ' MtTf ATION 3 CATWALK PROPOSED COMPLIES Q O y 1- PATHWAY TO ' I�. EXIST. GONG. � ' O _ - WALL i _ MIN. FRONT YARD 40.0' 49.5' YES C� C) 1 LIMITS OF 1 ° '�' MIN. SIDE YARD 15.01 15.01 YES EXIST. GONG. COVER O . CLEARING, z i SALT MARSH - GRADING AND , SALT MARSH - MIN. COMBINED 55.0' 55.0' YES WETLANDS LINE OF 1 ° GROUND ' SIDE YARDS DISTURBANCE i 1 MIN.REAR YARD 50.0' 152.4' YES FLAGGING ->'" z 50' REAR YARD , WETLANDS I �' , " MAXIMUM HEIGHT 55.0' 55.6' YES ' � 583°2q 3'1'W ,2q g� W SETBACK (w l 1 / 11.02 FLAGGING LINE 5S 11.02, 1 Ali- 1 � z U-' �Iojb. 50' REAR YARD I EXIST. ((� M W W QJ SETBACK ° n D EV E `� n� EXIST. DOCK v ai O DOCK , 1 0 4 Q' Z Z PLATFORM EXIST. WOOD I /�v b PLATFORM wG 0 �, / CATWALK � N z o EXIST. WOOD CATWALK V> - CREEK I �° GREeK~ LU SITE LAYOUT NOTES: NUV — 2�24 w g a. w j ��g,�3., , I ��� HI�J�., I. TH15 15 AN ARCHITECT'S SITE PLAN b 15 — N ir lu 1 ` S6%o SUBJECT TO VERIFICATION BY A LICENSED Z:OULI IUIU '' Q WETLAND FLAGGING BY SHAWN M. ��� Og,4$ SURVEYOR. THE INFORMATION ua BARRON M.S. ON DEGEMBER 15, 2023. 01 '---�� �.• E REPRESENTED ON THIS 517E PLAN IS TO THE Board of Trustees a ff) ARCHITECT'S BEST OF KNOWLEDGE. 1 -- - - -=1'- SHOWN THUS: p1 \`�3------------ 2.SURVEY INFORMATION WAS OBTAINED a � EL 3 FROM A SURVEY DATED JULY 01,2024 AND SALT MARSH I z i SALT MARSH I m PREPARED BY: 1 I M DENNIS W.LAYTON O ;;� NYS LAND SURVEYOR v I J I LIC.#050920 v L-----�_������,J %n 15 FROWEIN ROAD,SUITE E2 555°40'30"W 75.0' 555140'30"W -75.0' CENTER MORICHES,NY 11484 EXISTING SITE PLAN PROPOSED S I TE PLAN DKL 400-4777 WLAYTON.GOM FW', SCALE: I" = 40'-0" SCALE: I" = 40'-O" c a a w r------� � W gx I I 5-�' Fwa� I I - zmW3 ROP. b'-1011 0 24'-5" N N¢p I I UNDRY - - - - - - - - -E I =p W I PROPOSED I ROOM _ cs,-0 I IGAR GARAGE I T =J I I 0 00 I , I I PROPOSED = _ _ _ _ =1 = _ _ = I 1 ¢ -W I DECK PROPOSED(SY I PROP. O $ a LL I I L- 11 _I _ _ BATH. ZwL J dJ oa2 W'v-M O N �- T_ wpm I I I I I PROP. ,I �I Z¢W g O PROP. BATH. FOYER r - Q=3 Q o a , I LLpF W p U1 O PROP. L _ PROPOSED w = Z_ o O BATH. a ='Q Q _ _r '' O �. BEDROOM � "W ¢a y L tOP. 1 PR C in ® C p W_ .92H na PANTRY - BAT I >I <t =W=s p ifar / -- — �ppao � IG — J o O I LLL PROPOSED E ; BEDROOM I I I I I l r 0 I L -i J L _ J L r -- I PROPOSED r - PROPOSED _0 1 I KITCHEN C- BEDROOM 1 J 1 _ J +, U .D BA H. ! BED U p II PROPOSED Q .U) PROPOSED LIVING ROOM I CD DINING ROOM a- c) v�_.. - - - - - - " . - - - - - - -24'-3y2" — � Q PROPOSED DECK b T O PROPOSED DECK w d - - - - - - - - - - - - - - - - - - - - - - - - - ' f �_nI_ Ir�� LLJJ W e�i dJ cV 30'-O" r E C E 11 V I5 Q Q > z - ---------- r----- 7 ---------� W Z PROP. I - W g a OVERFLOW BASIN i niB i t NOV — 8 2024 a N - W TO BE <8" HIGH I I I ° N m I m a Ln (5 O O O �'-8" O O O Southold Town Board of Trustees PROPOSED _ POOL N PROPOSED NATIVE 0 PLANTING L-----------------------------J v MITIGATION 30-0„ v PROP. FIRST FL. PLAN .A, ..4_._,4. ,{.. XlL. r�.SP �' = �t._�;n =� PROP. SECOND FLOOR PLAN � I_ SCALE: I/8" = 1'-0" SCALE: I/8" = 1'-0" a H N W y r W 4 30 m O O W F a d FxQW ��w C j W Q w pY.Jo W j m Cagm I Z UR O Q y S R -41 II =�QWx Z O Q W Q}} p I �F z Z. I Oaf..=U Ell] WSp3 ;a 0 f �zCzc'-i I � oWgyQ I LL w�N U O Qnw3aa az¢wp� c aF yW�yO W 1' I I I II ^` I W� 4—j PROP. LEFT ELEVATION (EAST) N m SCALE: 1/W = 1'—O" + C) C L- 0) Q .(-f) a (a)Q I II I II I II I I , z - - NOV - 8 2024 > z w j z I Z it r- Southold Town (/I z a O w g n Board of Trustees W I p W I LL N a:� II Lcloln �ELEV. +8.0' BPE ro ELEV.V. +6.0' 0 J PROP. FRONT ELEVATION (NORTH) W SCALE: I/8" = 1'-0" Ell$ a c a Q y y W Y F W 1 0 0 FzrQ zgi xq W W O 2 J= Q J K Q F W._1 Oyj OJF Q �?�ma mWiga Z OOQ iiu J QIS-W x a 4z Z LL O w x I ��zj3 O o o-U w Ca R-p�i y w Q a=x¢� Q ozz � � kz�- LL p p N V ~zxz� e zw¢coa c gaw w 2 U f �c'cacpi 0101 ® D -0 PROP. RIGHT ELEVATION (WEST) CU :3 W M SCALE: 4-j — — — — — - o / \ U / \ o \ Q = TT F7 FIF1 F�] E C E W / \ ZIt W UJ / m 1ICLY Southold Town Z U) z Board of Trustees N Z C4 LU C4 W- I LIOI U) CD zQ IY M PROPOSED NATIVE PLANT MITIGATION Q 3'-O"HIGH N ' a J PROP. REAR ELEVATION (SOUTH) w w SCALE: 1/5" = I'-O" a c a EXIST.WELL I I I GULTEG MVLV SFCIO FEED CONNECTOR 1-2INCH 12550mm1 WASHED,CRUSHED STONE GASIN6 WHERE SPECIFIED GULTEG NO.410NON-WOVEN GEOTEXTILE NATURALLY COMPACTED FILL AROUND STONE TOP AND SIDES MANDATORY, LULTEC CONTACTOR ENGINEER'S DESIGN PREFERENCE I S L A N D�/ I E W L A N HEAVY DUTY CHAMBERBER BOTTOM PER ENGINEEFlNISHEO GRADE Q 1 I 6.0°[1S2 mm]MIN. RELOCATED UTILITY � W POLE 4 OVERHEAD I Ti - _ _ - _ ,\/\ LU m T'••nnnn�OI ELEG.WIRES r F 72o'la.R ml ��\\� 1`7 2 /g' EXIST.WATER r MAX LOVER DEPTH \//\\ - \�/�- 6.R(152 .]MIN. C fV 11t�1 `}(� >- In OI /?B i\i� �V. ^ EXIST.WATER IOU //\\ \\//� 12.57131Bmm) O 3• I _N w %�/ u1 N _5 E / METER -IS.00�lu>� m i/�\% \\ a C�ZO &0'(152 mIMIR 566'(DEED) T 2QJ(Xp UDNC 366 24'(SURVEY) D om=c�b +n cu 0 MIN. P EXIST.SHED TO C 0 ca 40'FRONT YARD 5 r AGK ttr11 T i .T. I LULTEC NO.4B00 WOVEN GE o LE TO BE Q � OTEXTIQ. n2 - L_ BE DEMOLISHED 40.P(1016mmIMIN. BENEATH BENEATH ALLMANIFOLD X 12P 1305 mml MIN 36.P 1914 mm1 I T PT #5 N= T CENTER-TO-CENTER pIpE6(FOR 6COUR PROTELTIDN) n♦ HOLE `5ppy EXP� PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR L ENSURING THAT THE REQUIRED BEARING CAPACITY OF bU&GRADE SOILS HAS BEEN MET MIN. +1 REM - I MDDIFI N, OVE '� 6 GULTEG GONTf�GTOR I OOHD STORMWTER CHAMBER DETAIL m J IS'SIDE YARD SETBACI,K VACANT 1 � GRP+VEL' 10, EXIST. �J M MI Q I j 111 I Np i j DRIV6•!AY IN TREES N.r ' SCALE: NTS V I 25.2 r, r 2 LINE OF PROP.2ND SEPTIC PLAN NOTE5 i N B! PROP.A/G CONDENSERS FL.OVERHANG N I I I L / ON _�__ 4 I 3 OI PROSALP SEPTIC,TANK;VENT IM-4T be Tl-GOB ARTMENT,1000 •(/� IL PROP ABOVE-&ROUND I1 1 I .6 i O EXIST.UTILITY POLE TO (SEPARATELY FROM I/A OWTS)TO ROOF. 0 z PROPANE TANKS 5�1 / PRO•PORCH _ BE RELOCATED INJ O I O PROP.INFILTRATOR IM-lobo SEPTIC TANK HOUSING LU \� i 5 5'MIN. SEPTITEGH STAAR 050 VA OWTS;VENT I/A OWTS W ''TT��r J ____ I Ir�20'SIDE YARD SETBACK(BS' (SEPAARATELY FROM SEPTIC TANK)7o ROOF LL Ir ,O :p 5' COMBINED) PROP,'I'x24'x25'DEEP P.GONG.PAD; O O I DWELLING , m 1r 30 IIFILTRATQi ancKa PWS W/PUBLIC O p1 2-STORY NO.FR. ANCHOR BOTH TREATMENT TANKS TO PAD . I STAIOARD LOW PROFILE WATER �\Z 1 DWELLING H/CRAWLSPACE- '- I 15°41 RUMP-BALK REGRGULATION PIPE,CONNECTED NAnve EAcialLL uv,H1EERs(rYPJ N To 1 m (GRAWLSPACE SLAB EL. r--EX15T.WIRE FENCE D TO ERAVITY INLET PIPE FROM HOME w/4'x4'x15' E9TAEUSH DI° ION uTERAL TOPSOIL yA ym I EQUAL TO SU I 7 I r TEE PROVIDED BY SEPTIIEGH ETA As�Nm®e�eLOW E r 5 PROP.I/A OWTS CONTROL PANEL(INSTALLED (4 , 1TTTS/ 5F pl ' PROP.CHIMNEY O ABOVE DFE)4 BURIED ELECTRIC LINE 'r DWELLING O PROP.PRESSURIZED SHALLOW ORAINFIELD LEACHING I I O I w/PUBLIC 6 SYSTEM K/(2)ROWS OF(T)INFILTRATOR OUIGK4 PLUS Q I r WATER STANDARD LOW PROFILE CHAMBERS;MAINTAIN 2'MIN. i -- F --____ N__ r i BETKEEN ROVl5 4 4'MIN.FROM DRIVEWAY PROP.REAR DECK / r / PROP.GLEAN-OUT.INSTALL WITHIN 10'OF BLD5.FOUND. 9a•wve Oura�x� 5•r•wve cHAntBER,�, LINE OF 100'WETLANDS I f id" NO BENDS SHALL OCOUR IN THE SANITARY LINE AT PROP. _ r16•WOe TRENC+iJ �'o•MK (se'wve TRBICf1J SETBACK(TRUSTEES) I ' 1 GLEAN-OUT. - OOL r li 6 EXIST.SEPTIC,SYSTEM TO BE ABANDONED PER SGDHS LINE OF 95'WETLANDS 1 I WA P.TERFALL EDGE r \,\ ' O STANDARDS 1 '7 SRaII:.mHIATER SETBACK(DEC,) I 1 --0�I P\0/ NOTES,IiNS'TA-L ALL PER MAWPAGTURER5 INSTWILnO . 2. CONIRALTOR SHML TAKE PREOINlTION9 NOT TO LOFT T BOTTOM OF W PSD TRENCH PROP.WATERFALL EDGE CATCH 5.0" L I O\9/ vuwnGE VA- Z I 5' I I J'(� '(�' S. slsrarsr LA-PRE-E PIPE w SPU.P ON sTM lw LTRAT- 5' PRESEUFR WSRIG BASIN(t8"FROM GRADE) I / I I f - -1 IN. / �00��N a. PIPEaSVPP L uT�HtA�is SHALL n3 MINAT2 wTN A DI9TAL PORT.PRovIDE A we VALVE PROP.GULTEG CONTACTOR IOOHD 5TORMWATER MIN. ___T"-T---T-i-T--- --- --- I r OF PI' Box w A 40•LONG sW�ELBOW 4 THREADED ENo cAP. 9. LATERAL F£rE39JR2 PIPE SIZING A9 FOLLOYG, CHAMBERS;INSTALL PER MAW-SPEC.'S d __4___�.___.F___+___+ __ ___ �\N��,�lE -mm SIZE.I-1/1 s a we PIPE ENSURE BOTTOM OF CHAMBERS'CRUSHED L___�L___J.___1___1___1 __ __J -ORIFICE SIZE,5H2• r OR PILE 9PALIN6 2a•OL ANGLED AT 12 OYAGOK TOP OP FIFE, GRAVEL LAYER INSTALLED b"MIN.ABOVE I I _ I I -pRAINA6E,TT�..g PRorr M MENT EVERY STH ORIFICE HOLE AT b o'•LLOOc HI&HE5T EXPECTED GROUNDWATER LEVEL I I '1 O I r Ieor OFPIPe1 w awFlcE sHIELv�oW HOLc / 1 _ _f r TD DEFLECT FlOY1 EXIST.DWE1-1-I1,16 6 DIEGKS / II �'�I EXIST.LONG.WALL E TO BE DEMO'SHED I _ I TOP OF WALL EL=2.1' INFILTRATOR QUIGK4 PLUS (5LP) PSD DETAIL L ' /I f SCALE:NTS �- I �'�� L_�=r--n `ma's ':•.%:/�;,'j./, HIfiVFSTEXPE�TEDFiR01►IDWATERNOTE, iJ EEM ES A=I(MATE THIS OF 0.4'MPS BEEN D 6RO TO THE OBSERVED TEST IS A o I ESTIMATE THE HIGHEST EXPECTED EHxAIND WATER ONITOMON THIS.THE \�F- ,,.'/ ,� ,� 2 BEDROOM DETERMINED NTS RECORDED AT A NEARBY U5.65 MONITORING Y'ffLL.THE V 2a'm LOOKING KCGb OOJGR9 w THE TEST HOLE BY cALGULATIN6 THE DIFFERENCE IC HIGHEST T MEDIAN 7 WA Y� I •:• :•:: '':�/ _ -- R15ER:PROVIDE 5EL0ImPRY SAFETY 2'm 1EMER P TEES,F180W9, T!ff TEST HOLE WAS 1'E:A9,RID,AND THE HISTORIC HIGHEST MEDIAN LEVEL '�:'%':.'•':,':.': DWFI I!Nc LOJERS EENEATN PWMMY COV81 FL1I.OMED BY fffDIK.l323 AS RED. `\ 1 Np\.Q�O I ` \1 / ;•:•••; FP.EL•IOA' TIYP.�ALL RISHZ<.a) TO MATG1 PSD LATENAL PIPE SIZING -MONITORIN6 YSi.L SITE NAME,5 1bTb5.2 ¢ 'i •�,'v'•'••:• %• -MONITORING WELL SITE NUMBER 410634012229601 PROJECT: G `\ GJL/_ I / '' •;: - P Al- POLYLac P-0D oR ZABEL INV.EL..29 I'm SDR T PVO OR EO. -&ROLNO WATER LEVEL ON ALGUST 21,ALI T,12.BELOW ERADE J Q •!:• '': ,' :.': IDW EFFLUENT FILTER(OR OnffR DI9TRIBER PIPE;MN PITCH j•,I -HI6HE5T HISTORIC 1'®IAN LEVEL FOR A116U5T�12b8'BELOW GRP�DE APPRavEo nooEi w LAEEl MIN a•o 50R 5s 1,•,o': SLOPING BALK TO°1ARD3 VA OW5 ISLAND VIEW o , a/ I / WOICAnNs LOMRIANOE W NSP Pvc oR m. PROP.6RA.DE EL�Psv"s 1• C=zz:z nJ �)" U1 1 f' 9TA\9ARD M OR EmIVALENT) MIN PITCH j',1' ADD PILL(APPROK I'TD 2')A9 REO.D TO eGJ I o•Mx wv. RESIDENCE f�D p�y/' ° t•_:\O .(� `�.G. X N 1 SLAE A � ' 2-0MAK lo. � 2'-0ID'MAN C BBfb.UOf�VME RBO TTOM OP PSD 9�0'MRL AEOV59E GMHA%IMR1 P � O O 525 ISLAND VIEW LANEPROPOSED 20-0 I \. VE6ETATED BUFFER = PRoAve Pvc VALVE EON HOUSING ao• GREENPORT,NY 11944 ^ p MN 4•m SDR SS PVO - (OR BB�ALVEW•w -OF EALiI v �•.. W•2,OOPM 13 = = - MN PITCH .I' q a PSD Q I LATHY4.FOR MAI NIENAAwc�P INSPE m Q 4 EXIST.CONC.WALL OR EO. • T 2 el IrrrILTRAroR amcKa wG sLP we.imr E�rev DRAWING TITLE: J O ` MCDONT HOLE�A TOP OF WALL EL.=2.5'ENCEI �' ___ _ __ __ - - _ ________-1�------------- "'m�AT� PROPOSED SEPTIC SYSTEM I� JJ O (D -------EL.•9e' - 4 9 CAIAHB329,A9 PHt DETAIL Box 1000 NeAVr wrr------- 5 ------- -3ffnnLE G SOUMOID,NY 119T1 LIMITS OF GLEARIN6, 7 MK INv. N.,cn9T IRaN (bSU 764-96TT GRADING AND&ROUND .F PL.•Se eDVER ro GRACE - .,7..�:- -;..}`:,_ e,•:• :� :miT OF FSf�ARL.(EDTH DIRELTON9)A(ANC1bR GRanro wArse EL. MCD6EOO6MAIL.00M I �':T�'•;I'-- �:l'a l.` - - TANC9 TO PAD W NnCN STRAP9 P32 MAW.SPECS. DISTURBANCE •-x:,�i. ^; - NriON srRAPs SHALL Ee etri�INPI_ LTRATOR TANK BAOYANOY LON1R01. -SALT MARSH - - - S1RAP Y ANC-BCFiYI ASSEMEL T CR OVER LOIaERLIALLY AVN(i ). LAELE FL.•52' I •`' �••-ry ,a L•• STRAP 9YSTE'M9 MEEnNG MAW.SPEL.S AS LISTED M EFILTRATOR'IM- PAGE: es oy vARx EROWN LOAM 50'REAR YARD SETBACK I i� I '�-5�::. T•.5�5�;a[��9-a'i cM-saelEs TANG elrnANcr caNrna.GUIVANce•EutenN BFD �L_O NNSLT > ' PROPOSED SEPTIC 5Y5TEM DETAIL 5t,1 ERow1 sILTr SAN,w GRAVEL I /' BROyp1 I SCALE:NT5 DATE 4 11/4/2 a.T MATES,IN 5O SILTY SAND T, /Am N i 1 I /b0• '11.02 DRAINAGE SYSTEM CALCULATIONS: 11.02 TOTAL IMPERVIOUS ROOF COVERAGE=2,222 S.F. HATER IN SROM I / 21222 S.F.x 2"RAINFALL EVENT=5-10.5 G.F.STORA6E REO.'D 'SW, FINE TO COAR'E SAND wTH sRnvB. 1 I / EXIST.DOCK 1 /�\ PLATFORM CONTACTOR IOOHD STORMWATER CHAMBERS PROVIDE 28.81 G.F.NNIT STORAGE (14)CONTACTOR IOOHD UNITS PROPOSED:405.54 G.F.5TORASE PROVIDED ( I / OGYRpTi9�GRdR✓aWAIER PROPOSED SEPTIC DESIGN SITE PLAN ENCOUNTERED 4.T'BElOY1 e;RAve SCALE:I'=20'-0° Cantrell, Elizabeth From: Brooke Epperson <bepperson@amparchitect.com> Sent: Friday, November 8, 2024 3:33 PM To: Cantrell, Elizabeth; Hobson, Thomas Cc: Darcee Aufenanger; Nicole Zebrowski Subject: Gulizio and Cordoves Upcoming Hearing Plans Attachments: Gulizio_525 Island View Lane-TRUSTEE SET_110824.pdf Hi Elizabeth and Tom, Attached are updated plans for next week's hearing.The changes include: -Correcting the 75' & 100' setback line shown on the site plans -Adding the heights of the proposed pool,overflow basin and tree mitigation -Added proposed tree mitigation to Site Plan Thank you Brooke Epperson Design Director A M P Architecture qq ? ()3 9092 ��i'1�V`.I,C��I I t✓c�i lr l��_l_.i t.�,.r l.+��r ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 To: Southold Town Board of Trustees 11/7/2024 From: Mark R.Torpey(Owner: 615 Island View Lane) Subject:Wetland Permit for Gulizio/Cordoves(525 Island View Lane-Tax Map 1000-57-2-26) 1 wish to express my opposition to the proposed project located at 525 Island View Lane, Greenport, NY. I am writing solely as an adjacent property owner and not on behalf of the Island View Homeowners Association (IVHOA)where I serve as an elected member of the Board. The submitted application includes a second story addition with a wrap around"observation"deck and a large waterside pool and hot tub. I am fundamentally concerned with the site plan layout and the impacts associated with noise, spillover lighting and the loss of privacy as an adjacent neighbor. It is not clear from the application materials how these issues are to be mitigated. My broader concerns, however, relate to survey map discrepancies and long-term wetland impacts. The IVHOA contracted with Young and Young(Y&Y)to prepare a property survey(Attachment 1) of the Cove at Conkling Point in 2020 after it purchased the property from Sue Mulholland. The primary purpose of the survey was to delineate the boundary of the underwater lands (Area 4 denoted on the survey). A more detailed view is provided in Attachment 2 that illustrates where the property line falls in relation to tax map parcel 1000-57-2-26. It is clear from the Y&Y survey that the waterside property line is functionally aligned with the existing bulkhead (EBH). This is substantially different from the property line boundaries in the survey provided by the applicants. Assuming the Y&Y survey to be accurate,this would necessitate a 12-foot variance from the town's 50-foot rear yard setback requirement in addition to the requisite wetland permits.The current location of the proposed waterside pool is approximately 38 feet from the property tine at its closest point according to the submitted drawings. If the proposed project is permitted to move forward, I strongly encourage the Trustees to consider pushing everything back(away from the water) by a minimum of 12 feet. This would accomplish severatthings... 1) Obviate the need for a rear yard setback variance. 2) Conform with NYDEC's 75-foot wetland setback requirement for residences. 3) More closely adhere to the Trustees' 100-foot setback requirement for residences. 4) Conform with the Trustees'50-foot setback requirement for pools. 5) Provide greater overall area for a wetland buffer on the property to accommodate additional native plantings that support wetland health. 6) More effectively preserve the health and long-term viability of the oak trees on the property -particularly the large 20-inch diameter oak tree rising through the existing rear deck-that are reinforcing the integrity of the wetlands via their underground root structures. It appears that there is ample space on the property to accommodate a 12-foot shift of the project towards Island View Lane. The property is long and narrow and is not unduly constrained by the 40- foot front yard setback. Respectfully submitted, NOV U ' aGa k3a'a x_ g e tn Wit o3€ _ S e III 2 H Z � U Z a ¢� .BE 002 01 9gf05 J a 8�b V toga 4�Nm I N t1 yt \ Ki• 9 S n �/ R � n..��N\0)O��u.O R aNN K� � I 'f5 m' � gg X � Na ov1 J.MeflerrM �n"y F t.ss )om 5-Haliumv ee�EV; , o Lal o � p� K Y Z z i� Go L0 ho O/'"� -�� OO9W •ti'4 Ash 4ry �� � q RX �'��^a x u=5.we•r 'r\i`V' oy�A a: y�°�,e' V TON a� = iR�o 339$ �9 I f � T � Jm w ➢� a��/ � A55°E d°O,a v=i 920e h p Nv�`dan 5g sa; a, to l G �. QQpp NOV 3 go �P.999 •� �ana �,118 5 b�°���b b� / `2�0�, 4j GJ� e C7 Y - n/f N `X + Kainbaue &r o op 1n N/illiam Kainbauer �^ Theresa D t L.12688 P• 4 j _- - - w _k t + nNeedham m I--zt 0 Sara E' Z 1_73063 cp.132 t n/f cn w m + ck Holdings��, G 3' Blackro 16 8Vo z o 4:� 1.12887 �P.7 2✓Z eF°F4,`�/1/ J cv M m q� °tt NJ W—� O M {� O 44, -- — O O `� W \ �n Ili- M�" n/f Michael Gulixio ° ° r 30"W) - + Q z Steven GordoVes r ���o s� (so4°19 ,i w LU L.12826 cp.009 ✓Z W is 50802 r,' 9 J I� H +t (5 , 16.57 0c°19'30"W) ln a eLNr a 09 Lw o w 50$ 20 0 N mo ° N _ 45.00' 228.34 c��°�1s o ---NO8°20'09"W w s� p 9�J� vN Np4°19'30"F-) V �' YS � l�o o _ ® + n 3 n/f LL) �� 'o °p 9ti r a t+ , M t N o pawl 7.Torpey o Z V °co ' Q i 0 t.12291 cp.607 Q W a a Z g 0%YJ t + n/f G boo°Q H a o a t ;,land View,1,1- � V 12840 CP.102 w t o w h w if t i , w Z"M ym LO co cm N + ' n/f Z� t ' Vir giA.goat je , i nia u + L.12752 cp 067 w // a /� J ��V CIO; O w y a l - Glenn Goldsmith,President \O COGy�► Town Hall Annex A.Nicholas Krupski,Vice President c 54375 Route 25 Eric Sepenoski o ,z P.O.Box 1179 Liz Gillooly y • ��� Southold,NY 11971 Elizabeth Peeples ��� �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 6 Completed in field by: 1jrd AMP Architecture on behalf of MICHAEL GULIZIO & STEVEN CORDOVES requests a Wetland Permit to demolish existing dwelling, decks, porches, walkways, existing septic system, and shed; construct a proposed two-story 1,873.7sq.ft. dwelling with 11.7'x16.10' front porch and steps, 40' (max. width) x 18.7' seaward side deck with intergraded 15'x30' pool, 450sq.ft. hot tub, pool to have 2.6'x30' overflow basin <8" from grade; construct an I/A OWTS system landward of dwelling; modify existing driveway; install Cultec stormwater chambers seaward of dwelling; and to establish and perpetually maintain a 20' wide vegetated non-turf buffer along the landward edge of the wetlands. Located: 525 Island View Lane, Greenport. SCTM# 1000-57-2-26 Type o area to be impacted: altwater Wetland Freshwater Wetland Sound ✓Bay Part of Town Code proposed rk falls under: ZChapt. 275 Chap t. 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 need ed/M od ificatio ns/Cond itio /Etc.: c� c� ��V poi l�,S A.S i 16 O' �' ,e �-�ej - Present Were: ✓ G. Golds ith ✓N. Kr u s ' ✓ E. Se p penoski __LzL. Gillooly Peeples • � .• � � • �' / � • � � • •• '�� ��� � • R _ £ �� -tip,-S`l ,.� .�� �y��S�fY 'lv alp a`-�����fi�' f— '�. { t �`� i r: "P�s� - � �`�. � '! Div,%.', •f� vy�•..�M't'ta;`r$.C... �`T"�'G{,'�,M1 �Js' .cnw n _ � ��. • • � • • • <ti� 6 �� t.a: W"r .. ..y,{ n ;y� :,� ti� x t �� .. - ... -�-�,ij% ''RAY► - - >.• :j� ���'SG. ,i ,# �� }, L�teb;�. Phone:AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 • .• Design + Build Facing East: Rear .. . ._ 'may:,ty�'' >y±� • � �. ,x l�j��,-•F+- � u�. - Side of Dwelling • of Facing r. e South: to Creek Facing South-East: to Catwalk Facing East:View of -• YL+ d\ �,. o aei, TARP —C, - P os > e_5 asaascas e y v8 sr�.. q; 44 �� ,a RE bR ze - �. ; t�� ,�`,\��� .onto; &¢ ''� ��� x•e,,� *� �� ,y �``�'� ^�: 2' l .�, g.� );�{fix '�,; y\.,: `a`•, .�'\.,^.a,.�5 " '`:t.. ol •,v`-�ti�h`a ��' •i�'� "�"� 'i t�� �V`� "a� '��' �� \>` '*„'+�.a�',jr k.^'.`,\•A,x�x� "r� rc -_-�.x _. \� A�,�'�v x � ��v,:,*- z �.. �a• �° v, "'���;aa. "��°�, v�^, '" '��z y�`s� `a"^.����1''x�k^^'x �� v� �t . y x., p �\ v `, 'v�� �.' 'Y `'..,.� "a:r .. �, tip'.•, � �, ,>.. Av � A„`. x w V G E Rcu1COUN7Y OF SUFFOLKo , C uwNiew�F�+orea*`aNs.�oa v ofw +000 N SECTION w N ,— '•• —_— " )nJ'ra,n lfhw a,e.Mul V-irvo,N W rnv wRnoN N tOUT10L0 P OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 M LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 12, 2024 Re: LWRP Coastal Consistency Review for MICHAEL GULIZIO & STEVEN CORDOVES SCTM# 1000-57-2-26 AMP Architecture on behalf of MICHAEL GULIZIO & STEVEN CORDOVES requests a Wetland Permit to demolish existing dwelling, decks, porches, walkways, existing septic system, and shed; construct a proposed two-story 1,873.7sq.ft. dwelling with 11.7'xl6.10' front porch and steps, 40' (max. width) x 18.7' seaward side deck with intergraded 15'x30' pool, 450sq.ft. hot tub, pool to have 2.6'x30' overflow basin <8" from grade; construct an I/A OWTS system landward of dwelling; modify existing driveway; install Cultec stormwater chambers seaward of dwelling; and to establish and perpetually maintain a 20' wide vegetated non-turf buffer along the landward edge of the wetlands. Located: 525 Island View Lane, Greenport. SCTM# 1000-57-2-26 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the LWRP Policy 4 and 6. 1. The single-family residence and pool are proposed in FEMA flood zone AE El 6 on the parcel with lower elevations. 2. The sanitary system is not shown. Groundwater is expected to be high, and flooding of the parcel is imminent. 3. The setback to the wetland should be greater in distance. 4. Buffers should be vegetated with native vegetation. 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 Carol Brown,Chairperson Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 15 " Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., November 6, 2024 the following recommendation was made: Moved by Shannon Wright seconded by Maggie Merrill, it was RESOLVED to NOT SUPPORT the application of MICHAEL GULIZIO & STEVEN CORDOVES to demolish the existing shed, front wood deck and steps, enclosed porch, rear wood deck and steps, stone/gravel walkway and existing frame dwelling. Construct a new two-story dwelling, attached pool with integrated hot tub, front porch and steps, attached rear deck and steps with integrated pool; modify the existing gravel driveway, install an I/A septic system, and proposed Cultec stormwater chambers in rear yard. Located: 525 Island View Lane, Greenport. SCTM#57-2-26 Inspected by: Shannon Wright The CAC does Not Support the application because most of the construction is located within a moderate wave action FEMA flood zone, and doesn't meet the setback requirements in accordance with Ch. 275. Vote of Council: Ayes: All Motion Carried I L N�7 V I E Vy L A N I S L N I7 �/; I W L �' N E PROJECT/ ZON►NG D_ATA---___ --- —_----------- - a (4) EXIST. TREES y TAX MAP# 1000-51-02-26 w rL 5 TO BE REMOVED Z W 3 5°40'50"E f-7 EXIST. 7.7' X ' _ _ 1 S °40' " 7 ZONING D15TRICT R-40 NO 2.1' SHED TO - EXIST. STONE/ I T I LOT AREA 0.6 AGRE5 =o w GRAVEL BE DEMO. 40' FRONT • o. ,, ii YARD SETBACK - -�17'�- �+ CofO - SINGLE FAMILY WOOD a o s a w DRIVEWAY TO N I FRAME DWELLING WITH #3-f252; 11/12/2014 w b.O' -�-�- -_ SUNROOM AND ACCESSORY o w a BE MODIFIED I HTESTOLE I PROP. MODIFIED SHED =�ma I SETBAGKOVE T YARD DRI VEWA I r o U 3 r FEMA FLOOD ZONE AE EL. 6 m=z 5 w 15 51 DE YA 1 J'O<VI SETBACK I -T 15' SIDE YARi 20' SIDE YARD WETLAND5 DISTRICT PENDING N a z o r �aLL= -7 SETBACK'' I SETBACK (55' DEC DISTRICT PENDING Q o&Z I 10 I V I 25.2- COMBINED) __ ow OI 1 20 SIDE YARD O ---- t- SETBACK (55, �_ tt- SUFFOLK COUNTY HD APPROVAL R-21-14g5 PENDING PLANTINGS TO BE h- w 3 O w N p REMOVED mI COMBINED) I mI / 16.8' -I'� LOT GOVERAC-E - ---- `-. iEgt PROPOSED STORY I \ I O w a¢Zaw EXIST. WOOD u) Ir 5OUTHOLD TOWN G02E-2bD=124---- W k 0 ' I DWElrLINC� ' ,t -------- s owe}` DECK TO BE I j� 3 Z= 100' TRUSTEES I 100, TRU5TEE5 I / r DESCRIPTION(FOOTPRINT) AREA LOT w r-=Z w DEMO. / PROP. CHIMNEY COVERAGE w o 5ETBAGK FROM / _ SETBACK FROM I 40.0' "-—� <w 3i`w TOTAL LOT AREA 25,4g7 S.F. m 0 w 3 a a WETLANDS <;s I I' N , EXIST. WETLANDS'r� I 'I -------- gaww� ENCLOSED 20.0' WETLAND5 AREA 10,529 S.F. w j y PORCH TO BE PROPOSED --L Ir �' - / to =w'lrO 75 DEC SETBACK �/ DEMO t t BUILDABLE LOT AREA 14,668 S.F. ���a FROM WETLANDS + /'/ REAR DECK r --- ,r /� PROPOSED 2 STORY DWELLING �O7 38 2 /��50UTHOLD I 15.0' 1 I I�/-/`'—SOUTHOLD (W/OVERHANGS) 2,221.-f S.F. 15.ISK N / TOWN PIER 75 DEC, , �,r- TOWN PIER PROP05ED ATTACHED POOL AND EXIST. ISTORY / I LINE SETBACK FROM I/ I 1 I 1 r/ LINE "f01 S.F. 4.5% I/. b 2 1 r I t REAR DECK OPEN TO ABOVE FRAME DWELLINt/TO I 13.4' 24• 1 5 EXIST. ABOVE WETLANDS I r1, --- / _�W �; TOTAL AREA OF ALL STRUCTURES 2,g23 S.F. 19.41% -0 BE DEMO. EXI i GROUND PROPANE I I I, — �• / ,� PROPOSED rr-- i 1 N � � _ FF=8.0' i - TANK TO BE GUNNITE P OL I / W• " ' VEGETATED PROF MAXIMUM LOT COVERAGE ALLOWED:20% U REMOVED K/ NATE;' 4LL ' �1/' -LOT GovERASE HAS eta G4LGULATm cormAREv TO THE TOTAL BUILDABLE LOT AREA. EXIST. WOO DECK ��".;.;';;' ,;: BUFFER m / EDGE AND b' X I -/ =r +, W/ HOT TUB TO BE I - EXIST. GONG. �i" I N O ;: DEMO. y i y' i- ,9 6 JOT TUB j I �............. EXI5T. STONE/ / \, ;�„%;; ;;;;;: WALL (, / I GRAVEL WALK TO / BE DEMO. N = PROF. 4' WIDE ---"_-- Q �n_ � O - PATHWAY TO CATWALK ZONING RECULAT►0N5—b -�IN-BUILDING-,_-"_.___- -- - __ EXIST. GONG. _ O Q _ 9 WALL THOLDTOW OP -I-24 - -- — IE �C LIMITS OF U �2 EXIST. GONG. COVER O CLEARING, I Z PROPOSED COMPLIES 5ALT MAR5H - _I GRADING AND , SALT MAR5H I J MIN. FRONT YARD 40.0' 4q.5' YES GROUND WETLANDS LINE OF I �t DISTURBANCE I ;,-' FLAGGING ' Z :� , MIN.SIDE YARD 15.01 15.0' YES 50' REAR YARD °2q'S'1"W WETLANDS I �' °2q51"W' - MIN.COMB D INE SETBACK I i 5831 O2' LINE OF I r 583 SIDE YARDS 35.0' 35.0' YES w W FLAGGING II.O2 mt COI I I MIN. REAR YARD 50.0' 4' z -T K �b � 50 REAR YARD EXIST. MAXIMUM HEIGHT 55.0' W W g 0 i °� ��J EXIST. 5ETBAGK i �° �� DOCK z w > PLATFORM i ��jd`VOCK � b0 PLATFORM p in o • EXIST. WOOD SEP 1 1 2024 z - z m EXIST. WOOD CATWALK �'. /S�>° CREEK CATWALK I �.� /S��° CREEK N w z SITE LAYOUT NOTES- Southold Town p to W eS I. TH15 15 AN ARCHITECT'S SITE PLAN It 15 LL N Ul) a 5 ° `` $ ° SUBJECT TO VERIFICATION BY A LIGEN5ED Q \� 67 WETLAND FLAGGING BY SHANN M. W I 67 O i/ �P �n�'�., 0 p8,4$ O _ —\ \ SURVEYOR. THE INFORMATION �� w �3 F BARRON M.5. ON DECEMBER 15, 2025. \� 8 4$'� REPRESENTED ON THIS NO PLAN 15 TO THE y '� � 00 \ �I ARCHITECT'S BEST OF KNOWLEDGE. q, �( �, p a SHOWN THUS: p I -�----- Nr�____ __ , _ ------ 2.SURVEY INFORMATION WAS OBTAINED Z O FROM A SURVEY DATED JULY 01,2024 AND F /���• <� SALT MARSH I I SALT MARSH - I m- PREPARED BY: ty I DENNIS W.LAYTON >`• ? �t; a o VO I NYS LAND SURVEYOR J , I 15 LIG.#05Og20DAD,SUITE r=2 � ,: L- - - - -�-�-I L- - - '�-�-� —J CENTER M10RI�GHES NY IIg34 2, 0, ! Q� 585 40 50'W 75.0 585 40 50 W 75.0 r. (651)400-4TM E-X 15TI NC SITE: PLAN PROP05E=D SITE PLAN SCALE: 1" = 40'-0" SCALE: 1" = 40'-0" - °a _ a r------- 5:_-1TEJ El = Ss wa P I O zm�3 O O W J I 1 24'-5" Z y w II UNDRY _ _ _ _ aJ� IPROPOSEDI a ROOM 'I I IGAR GARAGE N W Z a m -ag> PROPOSED =a F W N I DECK PROPOSED I PROP. `_ <W I GYM NQ�RU - 7• C w Ow= = - - - BATH. a o LL c L J d I y dp Q V ' UL. w¢NO3 j ¢=Xom z I I PROP. BATH. FOYER r �=3Qo F� I I ocSN� L _ .PROPOSED Q N 3 n :- +y O O BATH. _ o a a W w ___ BEDROOM 6 = y Q U O / I \ F — 1 ¢ winaoa= PROP. I PR C C Ul i BAT . \ f tz o dJ PANTRY C I 19 G — J o C ! PROPOSED n r � r _ -I r _ r BEDROOM I I I r LJL — JL — - U I PROPOSED - ( PROPOSED 70 r { 1 - T KITCHEN -1 ' BEDROOM I I _ _ ...._.._.-._ ... U ® I PLOP. i m BA H. PROI�O5ED ffi\ + f3' BEDf O p' � �� PROPOSED O II Q (!) s�I i PROPOSED LIVING ROOM I � DINING ROOM Q Q cn C N 6J 24'-3/2" � I N : N PROPOSED _ 1= DECK wa o PROP05ED I m - - - - - - - - - - - -DEGK - - - - - - - - w � - 40-0 - - - - - 40'-O" W U ® - - 30'-0" TI � Z w z �0 cr Z z PROP. - dJ Q W ¢ a HOT o J N Z OVERFLOW POOL j TUB r N w TO BE <5" HIGH LL C ix 0 1 000 �'-8' -- O O O . as PROPOSED "°` - POOL ' t q F.---., ------ ---------------------- cn PROP. FIRST FL. PLAN P p. p� PROP. SECOND FLOOR PLAN ' �. : 7a, Ti•.�'' sj -11 :.c .4' :S•A;:g'e',.,. 10.1,,;:e 71: :;: :)o=:;:�. ,. .e.P. . :a r SCALE: I/8" = I'-O" SCALE: I/8" = I'_O" as:a r•"=' a a a N Z N w �Y rwax m w O O Z Q �Qa'F U Zw O = O Q J W W W r Z FF I m�a3� J _ N Jar W Q aazox N a rL LL U W II a�LL�3 I r1z0 o a2-a QN V II Naa-NQ II axx¢N R r 0 N II - - - - - 12 a¢a r W Z Q W Q O E U_Z F Z U f N W-- II " �s3Qo I LLo rr I W�"'ozw z=_ � rao II z0:0aa II a ¢wor I) aZ2{crluib I W f•J J F N a w w a o w x o�¢ II � roWao I I II ® II W +j PROP. LEFT ELEVATION (EAST) N m SCALE: Ila" = 1'-0" 4--j U C L 0) Q cn CD a- p Q I II I p E C E I V E a-.. . I II I I II I I S E P 1 1 2024 Z W Lu � It Southold Town > Z w Z t Board of Trustees p C LLJ > z 0 Q N Zo 1 J W rl N — W I o w LL L Q G ELEV. +8.0' \ �,�N� ® , A. apt a BPE AE 6 M O cli PROP. FRONT ELEVATION (NORTH) �> SCALE: I/8" P-O" o a W R Q z gZ T s rw(L mwo oow3 F zrQ '¢Qa� U z O z W J Um Wr J ow�FQ �FP,ma r o=Z; � Z UOQUI m J QFx-W N =aQWx I oaF?U I w��o3 I fna¢N¢ owp—o a xxmm ¢r�Om a W Q H N � z Z Q W aLL p F c�zkz� wW—�Q ow3zz m x F,Qo o{otYu�rF LL r Z z W Z Q O G Z O O r o gar x a aN6ro i yp1_ N�JrY r R U O O O 0�00 DODO ' a� TA +-' _ PROP. RIGHT ELEVATION (1NE5T) (D m 50ALE: I/W = 1'-O" �--� C i Q in O - TT - 117 FIF] I SEP 1 1 2024 �Sj W J W z It W cI Southold Town ; > Z w Z �d Board of - Z p o Q ` W Q a � N w O N x LL I Ln 0 to a 1 Pv� ®A O a Rt CDPROP. REAR ELEVATION (50UTH) 5GALE: Val, = 1'-0" -Op w Cantrell, Elizabeth From: Brooke Epperson <bepperson@amparchitect.com> Sent: Monday, November 4, 2024 4:33 PM To: Cantrell, Elizabeth; Hobson,Thomas Cc: Darcee Aufenanger Subject: Gulizio and Cordoves Field Inspection 525 Island View Greenport Attachments: Gulizio_525 Island View Lane-Trustees Stake Out_110424.pdf Hi Elizabeth and Thomas, We have another project where the existing house sits in the way of the proposed work for the field inspection on Wednesday.We put together the attached Site Plan with numbered flags for the Board to reference. Thank you Brooke Epperson Design Director A M P Architecture Design + Build Office: 631-603-9092 www.amparchitect.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ENE LL '' I , L ?. ND VIEW L — — — — — `STD s c� Z z �5 '-.e ' oZFQ � --- I pro a� a aw J yj w J~2 j K m S O LL O w 2 O O= IQ I „,asc3 axxrca ¢ om Za I PROPOSED 2 y?G W Iw¢¢yG = as STORY � cwgZZ PROPOSED 3 I OVERHANG W/ LLwpyU I DWELLING W/ _ ,Z�z FRONT PORCH w a O (/ ATTACHED \ O AND STEPS a Zwcoa i -------- _-- DECKS AND I BELOW a aam.- \ w 2 w POOL ' O < w n a O m O --PROPOSEDO �SOUTHOLD - SEPTIC ' TOWN PIER Q \NO / - 2 y - PROPOSED 2 / / I LINE I STORY cn\ m I DWELLING _ �. SHADING �� m INDICATES EXI5TI NG STRUCTURES TO - - (� C I BE DEMO WOOD DECK GK 0) l i - - - - - - - - - - - - - - 14 a •U) N PROPOSED I 0 POOL Wqvi H I 'Ll OVERPL I EXISTING Q WOOD DECKLu II SOUTHOLD TOWN PIER LINE it, z rn I I I W ui V g / I > Z wz EXISTING W •� ' I ENCLOSED Z N a o I PORCH rx -1 w LLI ��] Lc) �EXISTING ' / u V E En WOOD DECK I,/ o a NOV - 4 2024 Souti101d Town � J L_—_—_—_—_---_J Board or'Trustees FULL SITE PLAN DIAGRAM ENLARGED SITE PLAN D I A RAM SCALE: NTS SCALE: NTS L-L] a 640 ISLAND VIEW LANE 580 ISLAND VIEW LANE VACANT LAND 460 ISLAND VIEW LANE SURVEY OF PROPERTY DWELLING DWELLING ANNOTATED AS DWELLING (WELL) (PUBLIC WATER) CONKLIN ROAD (50) PUBLIC WATER) LIBER 12826, PAGE 009 OF DEEDS ON S.C.T.M. m C RECORDED: JUL Y 30, 2015 - - - - - - - - - - - - - - SITUATE: IRD[ CASING VIE ISLAND W LANE ® C5o') 0 SEP 1 1 2024 GREENPORT (ARSHAMOMOQUE), (ASPHALT PAVED) +4.6' TOWN OF SOUTHOLD + f +V' L S°`rtf'f T°wo SUFFOLK COUNTY, NEW YORK MAILBOXES EDG F PAVEMENT 8wrdOfTrustees FENCE COR. GN(S)WV SI 1.9N -ONLINE E/W ® EN 0.1 S FENCE lk S88'40'30® 7G FND. GRAPHIC SCALE S.C. T.M. 1000-057. 00-02. 00-026.000. WM 1.o'W X CMON. FND. 5.2 WIRE WM FENCEo 4 8.0 wM 30 0 15 30 60 NOTES: / CMON. ^ 366' (DEED) END FENCE m (SURVEY) FR.SHED 366.24' 1. PROPERTY ADDRESS. 525 ISLAND VIEW LANE, GREENPORT, NEW YORK 11944. `� � 1.2'N I 4"oA ^ �.s' 8.5' m H Q IN FEET 2. LOT AREA = 25,497 SQ.FT. (0.585 ACRES), MEASURED TO TIE LINE. I CL / o z w I W Z 1 INCH = 30 FEET 0 o a I 3o"OAK 28"OAK z z O 3. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL a z 0 DATUM OF 1988 (NAVD'88). JS� N 12"OAK�� 4. BASED UPON SCALING THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD 1 Z¢ ( w = INSURANCE RATE MAP, COMMUNITY PANEL 36103CO159H EFFECTIVE DATE 1 o +5.�' +5.2' ° I z SEPTEMBER 25, 2009, INDICATES THAT THE SUBJECT PROPERTY LIES EN77RELY Ox O GRAVEL 51' WITHIN SPECIAL FLOOD HAZARD AREA REGULATORY FLOODWAY ZONE 'AE' (EL 6). M I DRIVEWAY + 30"OAK PP co 5. THIS SURVEY WAS COMPLETED USING A TRIMBLE S7 ROB077C TOTAL STATION. X' x tf) PLANnNGS 4. LAND N/F OF x 04 6. PROPERTY CORNER MONUMENTS WERE NOT SET AS A PART OF THIS SURVEY. C� ( Z x 15 OAK BLACKROCK HOLDINGS II LLC 0 .0 5-1' c DWELLING 7. ALL DISTANCES ARE IN US SURVEY FOOT. 615 ISLAND VIEW LANE z ' 18"OAK DWELLING � (PUBLIC WATER) `�Q 3 8. SURVEYED ON JULY 1, 2024. o (PUBLIC WATER) 3 zx W J Q �5 4.8' "OAK o . �OF SON 2 2 • ' 4.5 x °' TIDAL WETLANDS NOTE. JE NVE p G �' f __T--yV00D PORCH y ( o FEMz,� v�P TIDAL WETLAND BOUNDARY AS SHOWN HEREON IS BASED UPON REMNANTS OF 10.7' 38 RAME .6 / 000ER ORANGE FLAGGING SET BY SHOWN M. BARRON M.S. ON DECEMBER 15, 2023. FEMA WAR 4. N 1 0 #525 N ENCL�� LEGEND FLOOD ZONE NIT g.0 4 PORCH�y` x LINE ��., � N R,FOOF=2j•9,`V 16_0 �'8, END BOUNDARY LINE STANDARD NOTES =0 13.2 p ✓FENCE 2.3'E ------------------ DEED 'TIE LINE' 3' o D• 00 G A 3) 5 1. COPYRIGHT 2024 DENNIS W. LAYTON LAND SURVEYOR, P.C. • coNc. r ADJOINING PROPERTY LINE T-►-e .°' 27 - - EXISTING RIGHT-OF-WAY 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A t 3% WOODC� +6' +5. LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, • �" FEMA FLOOD ZONE LIMIT LINE , sTEPS TW_2 Tw 2.2' SUB-DIVISION 2, OF NEW PORK STATE EDUCATION LAW. END L WA�� FEMA LINE OF MODERATE WAVE ACTION / FENCEZ coNc -' 2 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYORS EMBOSSED SEAL ARE 0.5'W 15"OAK wA�� ------------------- WETLANDS LIMIT LINE GENUINE TRUE, AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND ' I/ +2�roN�2) rW=2.1' s.4 oHp oHp OVERHEAD WIRES OPINION. 0f TW-2 5 o/WE LANE MBE 5 Yr��1� IRRIGATION LINE 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS EDGE OF ASPHALT VANE p�lpN sE ¢ t° PREPARED IN ACCORDANCE WITH THE CURRENT EXIS77NG CODE OF PRAC77CE FOR FEMP�E WP`� P �\1 -X X x =- WIRE FENCE LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF MDOERP °� 1 ------------------- CONCRETE PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICA77ON IS LIMI7ED TO THE o �� PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED TO THE 77TLE 11 CONTOUR MAJOR COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITU77ON 3.1' _ (ELEV)- r LISTED ON THIS BOUNDARY SURVEY MAP. _ - _ - CONTOUR MINOR ,� � ! + 5. 7' SPOT ELEVATION 5. THE CERTIFICA7IONS HEREIN ARE NOT TRANSFERABLE. Al �\ TIE LINE » T. + TW=#� TOP OF WALL ELEVATION 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT 14 '! 29 57 W ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND 42 3' S83 �pc�h ' ppCK 029 S.C. M. SUFFOLK COUNTY TAX MAP IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS pLA�DRM FFE FINISHED FLOOR ELEVATION OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. AU h oci WOOD ICV IRRIGATION CONTROL VALVE ��j POST 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE o� CL CENTERLINE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE FFE FINISHED FLOOR ELEVATION NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, HT HOT TUB PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF S CREEK CONSTRUCTION. 08 SIGN 8. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR 2j AR F nF� 3 ® WA TER VALVE EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY. ,rI �F z7�•. EDGE OF ® WATER METER wq DER 3 O WELL CASING DENNIS W. LAYTON SALT p ® IRR1GA77ON BOX PROFESSIONAL LAND SURVEYOR _ MARSH A !'7 00 POWER POLE NEW YORK LICENSE NO. 050920 CERTIFIED TO: m "i MICHAEL GULIZIO o to TREE OF I STEVEN CORDOVES A� El FOUND CONCRETE MONUMENT N85'40'30"W ® FOUND ORANGE RIBBON - WETLANDS MARKING DENNIS W. LAYTON 75.00 PT PROPANE TANK r I LAND SURVEYOR P.C. SURVEYED BY. D.L., G.L. LAND N/F OF ISLAND VIEW HOMEOWNERS � 15 FROWEIN ROAD, SUITE E2 DRAWN BY: D.M. Accnr lAnnN Wr` 2s 050920 �Ar DENNIS W. LAYTON CENTER MORICHES, NEW YORK 11934 JOB: D24-082 ��LAND SJ te°" (631)400-4777 SHEET: 1 OF 1 8 l2'Z4 DWLAYTON.COM I I I EXIST. WELL I I I CULTEC HVLV SFCx2 FEED CONNECTOR 1-2 INCH[25-50mm]WASHED,CRUSHED STONE CASING WHERE SPECIFIED CULTEC NO.410 NON-WOVEN GEOTEXTILE CULTEC CONTACTOR 100HD J� }-� I NATURALLY COMPACTED FILL AROUND STONE.TOP AND SIDES MANDATORY, I I S L l"t D Y I Y`4 L A I`l BOTTOM PER ENGINEER'S DESIGN PREFERENCE B- HEAVY DUTY CHAMBER Q FINISHED GRADE Q I RELOCATED UTILITY 6.0"[152 mm]MIN. w / I / POLE 4 OVERHEAD I T QQ m ELEC. / WIRES w 12.0'[3.66 m] //\\! Q 0 x MAX.COVER DEPTH �/\ „ _ r _ O i ��� \/\\ ,? 6.0"[152 m]MIN. � .� N 3 O�� / 1.�� VAL T. WATER I \\\ p i EXIST. TER W %\\\ \\ 12.5"1318 mm] }, L(�> CO ! METER �� �X/x / p -mZO 01 5850 �3 E '15.00' 1 n //\ - - \ a _ Y O 0 p / / - r., ", ,- n.4. - ,�. .,. � \\ L J \\ 6.0" 152 m MIN. (B CO L) 566 (DEED) \\ \^ , 366.24' (SURVEY) //\ \//\//\ \//\//\//\//\//\//\//\// //\//\//\// i%/\y/\j/\y/\// /\�j/\�j/\ \//\ \//\j/\y/\//\//\//� 0 O O O N N (D ' MIN. 1 L----- 5--- - EXIST. SHED TO O r 40 FRONT YARD SE AOK 1 I i ___ A CULTEC NO.4800 WOVEN GEOTEXTILE TO BE Q -a O m 1 1 E- � - -- I BE DEMOLISHED LJ 1 OA'i EXP NBION �o&n., PLACED BENEATH INTERNAL MANIFOLD E -- -- r I 12.0"[305 mm]MIN. 36.0"[914 mm] 40.0"[1016 mm]MIN. FEATURE AND BENEATH ALL INLET/OUTLET ITEST 5' CENTER-TO-CENTER PIPES (FOR SCOUR PROTECTION) ^` / ,, ;,. W - HOLE MIN. PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR / I U)j U11 - 20, SIDE YARD SETBACK (55' ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET J 4' MI' COMBINED) U •:3 XIST (4) aD OULTEG CONTACTOR 100HD STORMNATER CHAMBER DETAIL M 15' SIDE YARD SETBA K VACANT I Qj �1 DIF MOIED TF ES TO BE IN. 1 GRAVEL (`` I AND 1 j �� DRIVEWAY MOVED �- �'� � + lay, I J \\ / s 1 w z i P/ _ _ J_ `` 2 LINE OF PROP. 2ND SEPTIC PLAN NOTES V PROP. A/G CONDENSERS �R> _ _ O 1 OALAB 0� Ix 3 FL. OVERHANG O PROP. INFILTRATOR IM-1060, 2-COMPARTMENT, 1000 E SEP 2`�?r Q •� /5 _ _4 p10 CAL. SEPTIC TANK;VENT SEPTIC TANK lL W PROP. ABOVE-GROUND ` I L G.F./ 5.4 PRO PORCH 4 O EXIST. UTILITY POLE TO (SEPARATELY FROM 1/A OWT5) TO ROOF. O z PROPANE TANKS I __ x BE RELOCATED _. Q W I , , O ( O PROP. INFILTRATOR IM-1060 SEPTIC TANK HOUSING Southold Town SEPTITEGH STAAR 0.50 I/A OWTS;VENT I/A OWTS z Ir L---- 5' MIN. (SEPEARATELY FROM SEPTIC TANK) TO ROOF Board of Trustees O 7 1 DWELLING I O\ 10 MIN. I O PROP.'i'x24'x2.5' DEEP P. GONG. PAD; w/PUBLIC N U�1� O TOf?Y i ANCHOR BOTH TREATMENT TANKS TO PAD INFILTRATOR LOyrG�F� WATER O\ I DWELL NG �G SPAG r I 1.5"(P PUMP-BACK NATIVE BAGKFILL CHAMBERS(rYP) GRADE TO - I x O G REGIRGULATION PIPE, CONNECTED DRAIN �f VE66ETTATIVEE DISPERSION PIPE 5IZM a �' `�'fffff�G�j-' �� tY IF-EXIST. WIRE FENCE 4 TO GRAVITY INLET PIPE FROM HOME W/4"x4"A.S TOPSOIL \ yrn / AUIROU�1D N6It / I TEE PROVIDED BY SEPTITEGH COVER PLACED AS NOTED BELOW X I/ j�jv 5 PROP. I/A OWTS CONTROL PANEL (INSTALLED Fr EL/ 1 ...4 PROP. CHIMNEY O ABOVE DFE) 4 BURIED ELECTRIC LINE 6• �\���� I= COVE W I� 6 / i DWELLING PROP. PRESSURIZED 5HALLO DRAINFIELD LEACHING (MIN) 40.0 / w/PUBLIC O SYSTEM w/(5) ROWS OF (11) INFILTRATOR QUIGK4 PLUS PgATER STANDARD LOW PROFILE CHAMBERS;MAINTAIN 2' MIN. - - - - - 1 - / BETWEEN ROWS 4' MIN. FROM DRIVEWAY < II PROP. R DECK I I - � S, I i r #I PROP. GLEAN-OUT. INSTALL WITHIN 10' OF BLDG. FOUND. Z 54-WIDE cMAMBER l 34•HIDE CHAMBER I LINE OF 100' WETLANDS III ( 1 / OO NO BENDS SHALL OCCUR IN THE SANITARY LINE AT PROP. f (56•HIDE TRENCH) s'-0•MIN. (36'WIDE TRENCH)---�fff SETBACK (TRUSTEES) I � Ll I g� I w GLEAN-OUT. �N� $O STANDARDS SYSTEM TO BE ABANDONED PER SGDHS LINE OF SETBACK (DE ) I I 1 WATERFALL EDGE a_ .0, ___J �Q\�j - - � I NOTES:INSTALL_ 2. CONTRACTOR1. SMALL TAKE PRECAUTIONS NOT PER MANUFACTURERS TI TO ONS.GOMPAGT BOTTOM OF PSD TRENCH _ PROP. WATERFALL EDGE CATCH DURING EXCAVATION. Z I 5: I ��(� �� 5. SUPPORT LATERAL PRESSURE PIPE W SNAP ON STANDS(INFILTRATOR PRESSURE DOSING BASIN (<8" FROM GRADE) 5' 1 L PIPE SUPPORT,OR EQ) I MIN. i, Opp ON 4. END OF ALL LATERALS SHALL TERMINATE WITH A DISTAL PORT.PROVIDE A PVC VALVE MIN. i -- �I (J�� BOX w/A 40•LONG 5wEEP ELBOW 4 THREADED END GAP. PROP. CULTEC CONTACTOR IOOHD STORMWATER r---T---T---T- -T--- - -'-1 \�� O�� P 5. LA PIPE PRESSURE sl PIP 40IN P Ows, CHAMBERS; INSTALL PER MANU. SPEC.'S ffi -- ,} -}---}---i----} -- i � � �p ENSURE BOTTOM OF CHAMBERS' CRUSHED L---�L --1---1---1---1 -- JI (p -ORIFICE SIZE, 5/32' -ORIFICE SPACING:24'0.0 ANGLED AT 12 O'CLOCK(70P OF PIPE). GRAVEL LAYER INSTALLED 6" MIN. ABOVE / I T - I -DRAINA6E/1"REEZE PROTECTION. ORIENT EVERY 5TH ORIFICE HOLE AT 6 O'-CLOCK HIGHEST EXPECTED GROUNDWATER LEVEL / I % T00170M GT FPIPW LOW W/ORIFICE SHIELD BELOW HOLE z EXIST. DWELLING D GKS �'/// I� �I EXIST. GONG. WALL W TO BE DEMO (SHED / /8 I _ TOP of WALL EL.-2.1 INFILTRATOR G2U I OK�4 PLUS (SLP) PBD DETAIL o / I / &PU�` SCALE: NTS a / PROP• c (4)BEDROOM ` �N Q� DWELLING 24•m LOCKING ACCESS GONERS w/ y_ v, RISER;PROVIDE 5ECONDARY SAFETY 2.41 HEADER 4 TEES/ELSOwS, ¢ , FOLLOWED BY I � I ': '. ^,', ', ': i GONERS BENEATH PRIMARY COVER REDUCERS AS REQ.T7 F.F.EL.-IO.4' (TYP.;ALL RISERS) TO MATCH FSD LATERAL PIPE SIZING PROJECT: PROVIDE POLYLOK P-66 OR ZABEL 2'A SDR 55 PVC OR EO. PROPOS D 20'-O" INV.EL.=2.9' \ AIb00 ENT FILTER(OR OTHER DISTRIBUTION PIPE;MIN.PITCH I' NON-TUR BUFFER/ o �T ISLAND VIEW APPROVED MODEL w/LABEL MIN.4'V 5DR 35 SLOPING BACK TOWARDS I/A OWTS I / '' ' -( INDICATING COMPLIANCE w/NSF PVC OR EQ. STAIDARD 46 OR EOUIVALENTI MIN.PITCH J':I' RES IDENCE,NV. S CE 21-0 MMII. EL=3.0' b W MIN. JCL ', CL SLAB AV&.6RADE EL.e 9 1'-0'MIN. COVER EL.=5.0' SANITARY SY57EM=5.0' 2'6'MAX. 5%MAXIMUM SLOPE 525 ISLAND VIEW LANE V, � LIMITS OF GLEARINO - PROVIDE PVC VALVE BOX HOUSING 90^ GREENPORT, NY 11944 GRADING AND GROUND 1 I IT.,,,,, MIN.4'0 SDR 55 PVC CR EQ. - - r - LONG SHEEP ELBOW w/THREADED END GAP (OR BALL VALVES) 4 DISTAL END OF EACH MIN.PITCH J".1' 4 LATERAL FOR MAINTENANCE 4 INSPECTION AV6U5T10,-2020-0 2:001'M DISTURBANCE I I13- 4- ' HEAVY DUTY 2 DRAWING TITLE: TEST HOLE DATA f() MIN.INV. LOCKING CAST IRON EL.=3.3' - T 5 HIGHEST EXPECTED INFILTRATOR QUIGK4 PLUS 5LP EL.-3b' COVER TO 6RADE It _ GROUND WATER EL.•O5' CHAMBERS,AS PER DETAIL MGDONALD&E05GIENGE 1 o - - --- - - -- -- - - m - - 5 - - - - - _ _ _ _- - - _ PROPOSED SEPTIC SYSTEM Box loon EXIST. GONG. WALL -- -- - - - - -- sourHOLD,NY na n TOP OF WALL EL.=2.5' I (UTH LD,N 6T7 -11(NDx24'Wx2.SYH)POURED GONGRETE PAD(4,000 PSI MIN)w/(2)ROW5 i (TOP 4 BOTTOM)OF 05 REBAR O 9'O.C.(BOTH DIRECTIONS);ANCHOR MGDOEOo6MAIL.00M / 4- i,`, :k i .,; ;' TANKS TO PAD w/NYLON STRAPS PER MAW.SPECS. SALT MARSH NYLON STRAPS SHALL BE EITHER INFILTRATOR TANK BUOYANCY CONTROL STRAP ASSEMBLY(TANK-BG5-KIT),OR OTHER COMMERCIALLY AVAILABLE EL=52' I STRAP SYSTEMS MEETING MAW.SPEG.'5 AS LISTED IN INFILTRATOR"IM-4 PAGE: 05'- OL DARK BROWN LOAM 50' REAR YARD SETBACK I / -2,,.• s y2, GM-SERIM TANK BUOYANCY CONTROL GUIDANCE'BULLETIN. i ML BROWN SILT � .- Vff L 0 5 PR01=05ED SEPTIC SYSTEM DETAIL 5M BROWN SILTY i SAND w/GRAVEL 1 / WATER IN BROWN r SCALE: NTS SILTY SAND I / D AT E:09/10/24 IE LINE 5O2 2a'S7"W DRAINAGE SYSTEM CALCULATIONS: 0 TOTAL IMPERVIOUS ROOF COVERAGE = 2=2 S.F. ` "y,..s." .�..,-`• ' HATER IN BROWN 2,222 S.F. x 2 RAINFALL EVENT = 570.5 G.F. STORAGE REO.D r %5k4 FINE TO COARSE SAND ruTH GRAVEL EXIST. DOCK i PLATFORM W CONTACTOR IOOHD STORMATER CHAMBERS PROVIDE 28.81 G.F./UNIT STORAGE I y (14) CONTACTOR IOOHD UNITS PROPOSED: 405.54 G.F. STORAGE PROVIDED GOMMENT5 GROUNDWATER PROP05ED 5EPT 10 DEB I O N 51 TE PLAN ENCOUNTERED 4.71"BELOW GRADE SCALE: I" = 20'-0" " ' •y_aiz�.. Glenn Goldsmith,President so(fr Town Hall Annex 54375 Route 25 A. Nicholas Krupski, Vice President r�o la P.O. Box 1179 Eric Sepenoski JI Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples yO Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only C E I E Coastal Erosion Permit Application D Wetland Permit Application Administrative Permit SEP 1 1 2024 __Amendment/Transfer/ExteUt n Received Application: Z�_ ._ - Received Fee: $ I t_2 Z� Sou ofTruste Completed Application: i Z BpgndpfTrustees __Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _ Coordination:(date sent): LWRP Consistency Asse sment Ftprm Sent: l CAC Referral Sent: D a a --a—Date of Inspection: _ 11 4 __Receipt of CAC Report: __Technical Review: _ _Public Hearing Held: > � Resolution: ` Owner(s) Legal Name of Property (as shown on Deed): Michael Gulizio, Steven Cordoves Mailing Address: 1182 Broadway#6A, New York, NY 10001 Phone Number: 917-273-6820 Suffolk County Tax Map Number: 1000- 57-2-26 Property Location: 525 Island View Lane, Greenport, NY 11944 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable):AMP Architecture _ Mailing Address: PO BOX 152 Mattituck NY 11952 _ Phone Number: 631-603-9092 Email:bepperson@amparchitect.com hl i 12�1 I AM P Architecture Address:10200 Main Road.Unit 3A.Mattituck NY 11952 Phone:(631)603-9092 Design + Build September 9, 2024 Southold Town Building Department 54375 NY-25 Southold, N.Y. 11971 RE: Island View Residence 525 Island View Lane Greenport, N.Y. 11944 SCTM #1000-57-02-26 Project Description: Proposed Demolition: -Existing 7'-8.5" x 12'-1"Shed (93.17 S.F.) -Existing 4'-10" X 42'-8" X 14'-0" X 11'-1.5" Front Wood Deck(308.3 S.F.) and Steps (5.3 S.F.) -Existing 15'-6"x 12'-6" Enclosed Porch (195 S.F.) -Existing Rear 16'-2"X 36'-8" Wood Deck(584.6 S.F.) and Steps (34.3 S.F.) -Existing Stone/Gravel Walkway (594.8 S.F.) -Existing 18'-2.5" X 24'-4.5"X 24'-2.5"X 4" X 13'-4.5" X 24'-1" 1 Story Frame Dwelling (920.7 S.F.) Proposed: -Proposed 2 story Dwelling; 23.2'x 18.4'x 16.8'x 44'x 40'x 58.4 (1873.7 S.F.) -Proposed 30'-0"x 15-0" (Exterior Dimensions)Attached Pool with integrated Hot tub. (450 S.F.total) -Pool to have 2'-6"x 30'-0"overflow basin<8"from grade (75 S.F.) -Proposed Front Porch and steps 11'-7"x 16'-10" (192.7 S.F.total) -Proposed attached rear deck and steps 40' (max. width)x 18'-7" (max depth.) with integrated pool (406.2 S.F. deck and stairs total) -Modified Gravel Driveway -Proposed IA OWTS within front yard -Proposed Cultec stormwater chambers in rear yard Page 1 of 1 --Joard of Trustees Applicat_—�_ GENERAL DATA Land Area(in square feet): 25,497 Area Zoning: R-40 NC Previous use of property: Single Family Dwelling Intended use of property: Single Family Dwelling Covenants and Restrictions on property? —0_Yes _2lNo If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? 2—Yes F-1 No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? _Yes No If"Yes", please provide copy of decision. WrUL his project req,"diq any demolition as per Town Code or as determined by the Building Dept.? ✓I Yes No Does the structure(s) on property have a valid Certificate of Occupancy? W1Yes F-1_No Prior permits/approvals for site improvements: Agency Date Building Dept- COFO #37282 11/15/2014 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? Fv—/] No ❑ Yes If yes, provide explanation: _ Project Description (use attachments if necessary): Please See Attached - '�oard of Trustees Applicatibia WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Please see attached _ Area of wetlands on lot: 10,829 s.f. square feet Percent coverage of lot: 42.47 Closest distance between nearest existing structure and upland edge of wetlands: 22-1 feet Closest distance between nearest proposed structure and upland edge of wetlands: 61.3 feet Does the project involve excavation or filling? ❑ No _ Z _Yes If yes, how much material will be excavated? 27.4 cubic yards How much material will be filledq n/a cubic yards Depth of which material will be removed or deposited: T-0" feet Proposed slope throughout the area of operations: <1% i Manner in which material will be removed or deposited: All construction debris will be removed from the site. All excavated material will be kept on site for backfill if needed. 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 proposed construction will take place as far from the wetlands as possible to maintain zoning setbacks and fit the IA OWTS in the front yard. Hay bales and/or silt fencing will be used during construction to protect the wetlands. 61 Z20 Appendix B Short Environmental Assessinent Form Instructions for Completint? Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. if additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Island View Residence Project Location(describe,and attach a location map): 525 Island View Lane, Greenport Brief Description of Proposed Action: Please see attached. Name of Applicant or Sponsor: Telephone:631-603-9092 AMP Architecture �E-Mail:bepperson@ampcirchitect.c� Address: 10200 Main Rd 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 —1 may be affected in the municipality and proceed to Part 2. if no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: Southold Building Department, NYS DEC, Suffolk County Health Department 3.a.Total acreage of the site of the proposed action? 6 acres b.Total acreage to be physically disturbed? 06 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 6 acres 4. Che 11 land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) �lndustrial Commercial ©Residential (suburban) Forest ❑Agriculture ❑Aquatic ❑Other(specify): Parkland Page 1 of 4 I 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✓ FL b.Consistent with the adopted comprehensive plan? 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area?' NO YES If Yes,identify: Z ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ✓ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? .NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES System Syd I/A Se ptic t s ❑ If No,describe method for providing wastewater treatment: Pro p ' 12. a.Does the site contain a structure that is listed on either the!State or National Register of Historic -NO YES Places? ✓ i b. Is the proposed action located in an archeological sensitive area? ✓ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO . YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into, any existing wetland or waterbody? ; If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typic bitat types that oc n,or are likely to be found on t1Mroject site. Check all that apply: VShoreline Forest Agricultural/grasslands Early mid-successional Wetland HUrban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ✓ 16.is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? P111NO If Yes, ❑ ❑ a. Will stone water discharges flow to adjacent properties? NO ES b. Will storm water discharges be directed to established conveyance systems = pff anm drains)? If Yes, briefly describe: NO ES D-L)8nr_ell-s and_g-utteLsxsten-propQsed Pace 2 of 4 1 � 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond, waste lagoon, dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? IfYes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: Z ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: ArChiteCt @, AnthonyPortillo DateO9/09/24 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,-following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact ' may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? El 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 El ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El ❑ affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ ❑ a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, Elarchitectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ElCheck 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 Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 I Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, d , owners of the property identified as SCTM# 1000- 57-02-26 in the town of Greenport ;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 Property. Owner's Signature SWORN TO BEFORE ME THIS DAY OF 20 Notary Public FELSY M JAWAHAR NOTARY pUBUC,STATE OF NEWS YORK No.01JA6322800 Oua11 in Na7, U County hly,Comm1. inn Expires 411312027 I i 1 A � � I Board of Trustees Application AFFIDAVIT BEING DULY SWORN DEPOSES AND AFF S 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 54W tore of Property Owner 4 SWORN TO BEFORE ME THIS .._ .-DAY OF ;202 s Notary Public FELSYN JAWANAR': NOTARYFU: STATE ofi&roar U021JA632ISO QualfHtd in.Niueu'County Ry Comm(aion EYpiiu N1SIYOM' 4 ' APPLICANT/AGENT/REPRESENTA.TIVE TRANSACTIONAL DISCLOSURE FORM The Town of Sduthold's Code of Etliica Prohibits can0iets of interest an lire part of towdofficeic and employees.The Purpose or this form is to provide informtdion which-can nleri the town of pris ibis cantlicts oC interest and allow.it to take-whatever action is necessary to-avoid same. A / YOUR NAME: tt�__ i.( ts 3"�t3!/PTA l !�i G IA QW �[.�f (Last name,Gist name,gti dle itial,unless you are apply,ragrn 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 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_(dethrough your company,spouse,sililing;parent;or child)have'a relations lip.'ill.'any offtccr or employee of the Tb%y4 of Sdulhold? "-Relationship'-'includes by blood,ujarsingc,or business hIcrest."Business interest'°means a business, ineluding,a partnership,in which"the towri-offrccr or cmployce liascvetr.aupartial Ownership oF(or employment by)a corporition in which the town officer or didployec:owns,more than 5%of the shams. V YES _ _ NO •" , If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold _ Title or position of that person. Describe the relationship between yourself(the applicantlageot/reprr;sentative)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 ofgreater than 5%of the shares of the corpocate'stock_of the applicant' , (when the applicant is a corporatkin); B)the legal orbenefcial ownei.of any interest in a non-corporate entity(wtieii 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 CL _ 20 1! Signature Print Maine G' w t L O Form TS 1 " APPLICANT/AGENT/REPRESEN'TATIVE TRANSACTIONAL (DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take_whatever action is necessary to avoid same. YOUR NAME: AMP Architecture, Anthony Portillo (Last name,first name,ipiddle 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 Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning _ Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood, marriage,or business interest."Business interesP'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 F-1 NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): 12A)the owner of greater than 517o of the shares of the corporate stock of the applicant f1 (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity.(when the -Rapplicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP 440 Submitted this f_3eWV- 20�i' Signature _ Print Name A ortillo Fortn TS 1 -`oard of Trustees Applicat;_ PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: 11 5 � - � - 37.3 5-3 - �O ' `�6 ` 9 s �- a - 37. 3 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 , 20 Notary Public Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME& SCTM#: Micheal Gulizio & Steven Cordoves 1 1000-57-2-26 NAME: ADDRESS: Blackrock Holdings II LLC 57•-2-27 20 Black Rock Rd, Glen Head, NY 11545-3302 Island View HOA 57.-2-37.3 & 57.-2-37.5 4 Windsor Ln, East Northport, NY 11731 Schoenstein June 2023 Trt 57.-2-2.1 1645 Maple Ln, Greenport, NY 11944 Randall Road LLC, C/O Hildreth 53.-6-46.9 51 Main St Southampton, NY 11968 Palmer Cai,Palmer Kathy 53.-6-29 ? `' 460 Island View Ln Greenpor:- M E NOV 1 2 2024 STATE OF NEW YORK auutholdTown COUNTY OF SUFFOLK _.. Board of Trustees Shania Gordon ,residing at 10200 Main Rd Unit 3A, Mattituck, NY 11952 _ , being duly sworn, deposes and says that on the 4 day of November ,,20 24 , 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 140 Love Lane, Mattituck, NY 11952 that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 1 �1���'M��, 20 DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01A00019644 Qualified in Suffolk County CCommission Expires January 92028 Notary Publi Postal Service TM U.S. Postal CERTIFIED o RECEIPT CERTIFIED MAIL@ RECEIPT rq Domestic Mail ru Only Domestic Aiail Only Ir . Certified Mail Fee ru Certified Mail Fee $4.835 Yi 1952 ; rU 4.�` I rug i l >:,27 0 $ $4.10 27 { 0 Extra Services&Fees(checkbox,add fee ja fpp oslate) � f` Extra SOMCes&FBBS(checkbox,add ree��p Aaiei y� []Return Receipt(hardcoPY) $ l�r r� ,�„''+�, ❑Return Receipt(hardcopY) $ f rU ❑Return Receipt(electronic) $ I •i l i g,tm� :AIL I ru ❑Return Receipt(electronic) $ �'-'•'�!r ''!'�''�~ -'`^ t �N%I }! O L �� Postmark, O ❑Certified Mail Restrcted Delivery $ $li_Ill I �_r ere Certified Mail Restricted Delivery $ 11.1}I I Adult Signature Required $ �p $ Sri_li li N Herer,.�� � ❑ 9 �'ili,II11 mot- � � ❑Adult Signature Required 1'-.> � ❑Adult Signature Restdcted Delivery$ �•r i I fl ❑Adult Signature Restricted Delivery$ N p Postage 1�.7� j; p Postage $171.73 J $ )11/trT/2i_124' g IP eandFees 11/�41ry1a ?t N TfSa fS*a a and Fees , V I 7 GG t! g '�J-'*` y.w�i„wm'" ru $ n Opt g t O 1] tT_,,. ; ru Sent To iL l411 � Li- t- ru Sent -e I rN ru To(7 "'- treeta No. orLi ---------- ----------------7------------ C3 Street ndA"t ------------------------------------------------------- 0, Street an Apt No.,or PBox No r� � p.No.,or Box No. --`--"`---- 1�'s� ------`------ --�------------------------------------- Cl S a7e Z P/. r � .--- City Sate,ZIP+ ---------------------------------------------- a /v 11Sti — 3oZ II iAto_ rr ,r PostalU.S. Postal Service TI U.S. CERTIFIED oRECEIPT Domesti c Mail • nstk�Mail only CO E / CO Cc For ripli-- ru ru Certified Mail Fee 5 0952 .U' ru • .i - µ �7 Certified Mail Fee $4.85 !j r g ru $ - r O ,Extra Services&Fees(check box,add fee a epDtppdate) �----�,,, � -��19•_r 2 ❑Retum Recelpt(hardcepyj $ • ,�� y`re„ Extra Services&Fees.(checkbox,add ieem �y 4.l ru ❑Return Receipt(electronic) $ $rl I.i(I I .f` ci Postmark : ❑Retum Receipt(hardcop� $ ) p11 I are) .:'`i� C ❑Certified Mail Restricted Delivery $ �( i�i I ri fi e a ���°f� Return Receipt(electronic t rJ7 � [:3 ❑Adult Signature Required $ o 0 ❑Certified.Mail Restricted Delivery $ ly Posgnark []Adult Signature Restricted Delivery$ D•i 1�;s .��) 0 ❑Adult Signature Required $ I S.r� � ❑Adult SignatureR Postage esMcted Delivery$ '�"_=VTT— r, r Q.73 a r J� p Postage i I I' a $ 11/U4iJ24 tiA rag �i.7 r ;z Total Postage and Fees z ` T I Postage and Fees a . rU Sent To ^ rU Sent Ta " :•; ru Ss I v�d �;,ew t-►�,4-_- ---------- ----------- ---- -----------------------------------=-----=----------- p Street and(ApAt 11(0.,or PO Box No. r - �r l f�S4 (�.t, O Street en Apt No.,03- I _ zNo- �i1/_ L . - -- - - !ti s�°zn = _ Ci te,ZP+4/ =� Cil a 0� -4 ------------------------------ Me ' !nS-� �r -- - - r r r,r•r. `mot-' r r r r r r r,•,. - Postal RECEIPT Domestic mail only C3 Ir , 0 a � ' by (rU 7C.rtified Marl Fee 85 , rLl j C7 Extra Services&Fees(checkbox_,add fee � 27 El Return Receipt(hardcepy) $ �afp, ate) 1S•! ` O ❑Return Receipt(electronic) --$ 51 t:•I_I I I Postmark ❑Certified Mall Restricted Delivery-$_' Here ' C3 ❑Adult Signature Required $ -4 2024 t ❑Adult Signature Restricted Delivery$ w C3 Postage 0.731 ru TfV 1*,age and Fees h 1 it/�14/2C124 $ rU Sent To l O Stree d-t.No.;or P B Ao. ---- t----- ---------------- � s Glenn Goldsmith,President o�asUFFOL,��OG Town Hall Annex A.Nicholas Krupski,Vice President y� 54375 Route 25 Eric Sepenoski ti z P.O.Box 1179 Liz Gillooly p • Southold,NY 11971 Elizabeth Peeples 'y?j01 �a0� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD :_ 2 ----------------------------------- ,- L In the Matter of the Application of 11f - N MICHAEL GULIZIO & STEVEN CORDOVES O V 1 2 2024 COUNTY OF SUFFOLK -SoutholdTown STATE OF NEW YORK 1.. Board OfTrustm AFFIDAVIT OF POSTING rD;OINOjT� 0#N,"WL �U,NrTI T IB100UTIrNN-M 1K ENAINED P. ACE OR►�A�7 EAST E,VE�,NDA�YSr 'I IOR 7°O THB OW'B�IC a A ,N DAB — C'ONPLE�TE TIIS NZ s'� TIj13Y R LATR I, N , residing at/dba JtY2,co M-7 n -?,,A U r y 3A , being duly sworn, depose and say: That on the 31 day of C)&+obi- , 202Lt I personally posted the property known as 52'�) _Ts17,nj U taW LWn-p-, 6-r zn NU I l 4t4 4 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 13,2024. Dated: (signature) Sworn to before me this 11 day of W04.202E4 DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 �Q o �2u Qualified in Suffolk County Notary Pub Commission Expires January 9,2025 .+ t1 � � ,�y.°.fit '+1 •�ib r +�L�' , � � '� � �6 � `*w tit` ` \ � Jwr. h',J , [:g �w'A"�1��� `•x�'4' M ON MI wit, •Zh ..a:, " ��. �". •� Ate, ,.,k � ,.,� ��♦ s• -14 for �� �.. "R s, ,� �• <.-T K�� 'M• ��i�+ leg'« � r �r �K�y/s /� 1 � � •y 4 � � j �,.r �t�-- t,J �� `� ..� Qa 1 .'1l�• � •+r� �` C ~y� • w• `Y }.i •L. , .X A l _1 -� '1Ar '.�• -e � yam -, s -v't .'` '' �," x f' r 50. 1w 4 �'�'!o'� `� �,` �ti ti ,idrr;b�i`�1�•f' �`'1 'flr 13, ►'��� aS;F �P c tt �I ;i! v. ','�N� N �. .��. ►: .;;Rp, `+r p� L ta.u�"+�'w.;y.it 't.-..,�'1 .:�,n .A,i�.� 1Y�Li�'t'I y7,r r' 1 I r {,1 ,La•, !:;� .a\�` v� � W ��`�"l +iL{r, fy r+��;,"4 1,�. .� e:1, 'i ��►7C7��1. .` Or � � ,I� t #r•� 44 j 7t , x 5 r TV 11.1, e F r:fir/h r �► a 04 \Y6 �Ot ,VM ity` ,I I Ty .�.4,'�,,r M� --0t ' .•.y S, r,?'' ,4.SJ Q• } PSI I Oil! t��?,�d���� �. e.'R•�?,�`�l+�°J a✓.��5 r: '. ivL'�`,.�.., �y � , eyd.�'"„�,.� W '��' •\ j' `�'� '�' µ�'�' ;fir''� '�''��►i. 3 �,+l�D''`. _ a •. CC it' 5yi g SJ� ,r - 12 k`l� ► F p 'Aw oil ' .r` �- ^Y i,<. 'r ,NOTICE OF HEARING 0 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: MICHAEL GULIZIO & STEVEN CORDOVES SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing dwelling, decks, porches, walkways, existing septic system, and shed; construct a proposed two- story 1,873.7sq.ft. dwelling with 11.7'x16.10' front porch and steps, 40' (max. width) x 18.7' seaward side deck with intergraded 15'x30' pool, 450sq.ft. hot tub, pool to have 2.6'x30' overflow basin <8" from grade; construct an I/A OWTS system landward of dwelling; modify existing driveway; install Cultec stormwater chambers seaward of dwelling; and to establish and perpetually maintain a 20' wide vegetated non-turf buffer along the landward edge of the wetlands. Located: 525 Island View Lane, Greenport. SCTM# 1000-57-2-26 TIME & DATE OF PUBLIC HEARING: Wednesday, November 13, 2024 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A. proposed action will be evaluated as to its. 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" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus. each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the.LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. f B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-57 _02 -26 PROJECT NAME Island View Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ 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: Proposed 2 Story Dwelling, Proposed Front Covered Porch, Proposed attached rear deck, integrated pool and hot tub with overflow basin (<8" from grade) I • Location of action: 525 Island View Lane, Greenport NY Site acreage:_6 Present land use: Seasonal Residence Present zoning classification: R-4 0 N C 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:— (b) Mailing address:_ (c) Telephone number: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑ If yes,which state or federal agency?NYS DEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. IN—(]yes ❑ No ❑ Not Applicable There are other properties in the town of Southold with a 2 story dwelling, hotub and pool. The proposed stucture will be placed far.from the wetlands area and will not encroach closer to the wetlands than the existing structures to be demolished on site. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable The proposed work will not affect the scenic quality or the resources throughout the Town of Southold 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 0 Yes ❑ No ❑ Not Applicable The proposed work will be in accordance with the most up to date construction codes and environmental conservation practices. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No `❑Not Applicable The water supply will not be affected. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No ❑ Not Applicable The quality and function of the ecosystem will not be affected. 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 The proposed work will not affect the air quality. 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 0 Not Applicable All construction debris will be disposed of properly and taken offsite. The waste will be controlled. Hay bales and silt fencing will be installed prior to any proposed work. 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❑✓ Not Applicable This is a private property with no public access. The proposed work will not affect the neighbors or community. Attach additional sheets if necessary I x WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable The proposed work is on a provate site 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 0 Not Applicable The proposed work will not affect marine resources. 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 Z 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 65 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable PREPARED RY AMP Architecture TITLE AGENT DATE 09/09/24 AM P Arch i to ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build September 9,2024 Southold Town Trustees D 54375 Main Road Southold, N.Y.11971 S7Tom RE: Gulizio & Cordoves Residence 525 Island View Lane Greenport, N.Y.11944 8O"ofTNst SCTM #1000-57-02-26 Wetlands Application Dear Board Members, In January 2024 we had a pre-submission site visit with the Board to discuss potential proposed plans forthe residence at the above mentioned property. Enclosed please find a Wetlands application with proposed plans that address the items discussed at that visit which include: - 20' bufferfrom existing Wetlands - Indication of all trees to remain and those to be removed - Proposed pool has been moved to be located 50' further from Wetlands Please note,the Pre-Submission Site Visit fee of$150 was paid in January. Enclosed with this application is the remainder of the full application fee, $1,100. Thank you Brooke Epperson AMP Architecture bepperson@amparchitect.com (631) 603-9092 Page 1 of 1