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TR-10144
Glenn Goldsmith, President ®� S® Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ®�® P.O. Box 1179 Eric Sepenoskii6 Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �� Fax(631) 765-6641 C®U{�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2147 C Date: June 3, 2024 THIS CERTIFIES that the reconstruction of previously existing 24 5'x59' building#5 and 24 5'x34 5' building#6 that were destroyed by a fire on 6/10/2021• with the condition that there be no temperature controls including air-conditioning and heat no septic connection and no water; At 1000 Teny Road, Southold Suffolk County Tax Map#1000-64-3-11 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 10, 2022 pursuant to which Trustees Wetland Permit#10144 Dated May 18,2022,was issued and conforms to all of.the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the reconstruction of previously existing 24 5'x59' building#5 and 24 5'x34 5' building#6 that were destroyed by a fire on 6/10/2021;with the condition that there be no temperature controls including air-conditioning and heat no septic connection and no water. The certificate is issued to FOUNDERS LANDING BOAT YARD LLC owners of the aforesaid 4ro rty. Authorized Signature Glenn Goldsmith,President ®s`�®F S®U� Town Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G � Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 c®UNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: S 1 -3) S� INSPECTED BY: L • 61 1I O61 Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1st day of construction % constructed Project complete, compliance inspection COMMENTS: • V!S O CERTIFICATE OF COMPLIANCE: Glenn Goldsmith,President e��� SOS Town Hall Annex A. Nicholas Krupski, Vice President ® ��`� 54375 Route 25 Eric Sepenoski P.O. Box 1179Southold, New York 11971 Liz Gillooly Elizabeth Peeples Telephone(631) 765-1892 Fax(631) 765-6641 � caUMN 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 1s' day of construction '/2 constructed When project complete, call for compliance inspection;pection, t ..:.. 64VU l _ 1_ �t V , Ti a4�94 s 2y BOARD OF SOUTHOLD TOWN TRUSTEES ' { Metf7 SOUTHOLD,NEW YORK PERMIT NO. 10144 DATE: MAY 18,2022 ISSUED TO: FOUNDERS LANDING BOAT YARD LLC ti))[[^j , • I PROPERTY ADDRESS: 1000 TERRY ROAD, SOUTHOLD 1 SCTM#: 1000-64-3-11 .:. 'a enir4' AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in I, 1 accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 18, 2022, and in consideration of application fee in the sum of$250.00 paid by Founders Landing Boat Yard LLC and subject to t the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: .r 7 Wetland Permit to reconstruct previously existing 24.5'x59' building#5 and 24.5'x34.5' fp } 4tr building#6 that were destroyed by a fire on 6/10/2021; with the condition that there be no s , temperature controls including air-conditioning and heat, no septic connection and no water; and as depicted on the revised site plan prepared by Costello Marine Contracting Corp., last dated June 10,2022,and stamped approved on June 15,2022. to 4 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these s`* presents to be subscribed by a majority of the said Board as of the year and day first above written. r }t` r � r�* Y � t +r a J m Ajta E a r. y r l a5talaiviFrgrt� C'ABn:SX7eS #YSf'eiti�"'fiSr� 'F1a' nC �e .m"'""� � .,�zni a`^'y"'}X.",.5 +^iaG,uss's"ysicti`i..rtc,;i•:.:,u fi5"n`.SPsti`7^12' :F fi S e 7�SCfi"'f"$ eF Xr � v u_l r \^ .:�y �.i � �1�,,,.",r,1.1 .;�a �' � ✓- 1 �Sl �� v � .:�i .:.. J r. +,r t a N,,• �` + aa.YFd:' .;t�m 4 ar °" .A`..�§baa h� .4 TERMS AND CONDITIONS The Permittee Founders Landing Boat Yard LLC 1000 Terry Road Southold 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 24 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. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. 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. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President �!Qe� sou?. Town Hall Annex �u A. Nicholas Krupski,Vice President �q® �® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly esa Elizabeth Peeples � O � Telephone (631) 765-1892 Fax(631) 765-6641 CA BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 15, 2022 Jane Costello Costello Marine Contracting Corp. P.O. Box 2124 Greenport, NY 11944 RE: FOUNDERS LANDING BOAT YARD, LLC 1000 TERRY ROAD, SOUTHOLD SCTM# 1000-64-3-11 Dear Ms. Costello: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, May 18, 2022 regarding the above matter: WHEREAS, Costello Marine Contracting Corp. on behalf of FOUNDERS LANDING BOAT YARD, LLC 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 February 10, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 13, 2022 and May 18, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of FOUNDERS LANDING BOAT YARD, LLC to reconstruct previously existing 24.5'x59' building #5 and 24.5'x34.5' building #6 that were destroyed by a fire on 6/10/2021; with the condition that there be no temperature controls including air-conditioning and heat, no septic connection and no water; and as depicted on the revised site plan prepared by Costello Marine Contracting Corp., last dated June 10, 2022, and stamped approved on June 15, 2022. Permit to construct and complete project will expire two 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 Ve ly your J. Glenn Goldsmith President, Board of Trustees GG/dd 'Ile Old North Rd a = m O m 'orrd do � O 25 N OD c Stead �r v BEIXEUi. y� sRa ESTATt �Oc 1 ` Q O. `4 4o�m SOUTHOLD do os^ N 6d °o 41 �e MORELAND //c 0'd zs,� �,* PROJECT LOCATION 4 10 3' 38.2896" N 72° 24' 53.5932" W Qa pine NecK Rd u+v Custer Ave 4 Om m Clearv/ > eµAve cx) # c m A"Qhor C" REYDON PROPOSED: RECONSTRUCT PREVIOUSLY EXISTING BUILDINGS #5 (24.5' x 59') AND BUILDING #G (24.5' X 34.5') DESTROYED BY FIRE ON OG/10/202 1 . ACCESS: rDiE- C VBY LAND THRU APPLICANTS' PROPERTY JUN 1 3 2022 Southold Town Board of Trustees APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2 124 GREENPORT, NY 1 1944 JOB SITE: 1 000 TERRY LANE VICINITY MAP SOUTHOLD, NY 1 197 1 PREPARED BY: K5 REVISED BY: KS SCTM: #I 000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. DATE: OG/1012 2, OG/OG/22, 05119J2 2, P.O BOX 2 124, GRE ENPORT, N.Y. 1 1944 05/05/22, 0411412 2, 03/23/22, (G3 0477-1 1 1 99 (SHEET I of 1 2) 01114122 p. {y P r. h9 k�tA G ' ADJACENT PROPERTY OWENERS OFOUNDERS LANDING BOAT OALLAN GOLDSMITH ODWMD LLC YARD, LLC 4824 SAN CARLO COURT 1 G30 N. OCEAN AVENUE 2 P-f P.O. BOX 2 124 NAPLES, FL 34 109 HOLTSVILLE, NY 1 1 742 GREENPORT, NY 1 1944 (2020 HOBART ROAD) (1080 TERRY LANE) (2700 HOBART ROAD) (SCTM# 1000-G4-3-9) (SCTM# 1000-G4-3- 1 2) (SCTM# 1000-G4-3- 1 0) @PATRICIA DICARLO OMATILDA SULE IRREVOCABLE ©PETER M. OLLEN TRUST r 3 DRIFTWOOD COURT TRUST 75-2G BELL BLVD., APT. 5E a9' SHOREHAM, NY I 178G 32-30 73RD STREET OAKLAND GARDENS, NY I 13G4 (1 150 TERRY LANE) EAST ELMHURST, NY 1 1370 (2845 HOBART ROAD) os (SCTM# 1000-64-3- 13) (2745 HOBART ROAD) (SCTM# 1000-G5- 1 - 14) 5 O G (SCTM# 1000-G4-5-33) 2 Ro 0 OCHARLES S. OSOUTHOLD PARK DISTRICT O CONCETTA JOSIN5KY P.O. BOX 959 ® 5 BENSIN DRIVE SOUTHOLD, NY 1 1971 ~" s MELVILLE, NY 1 1 747 (1025 TERRY LANE) ® (2945 HOBART ROAD) (SCTM# 1000-G5- 1 - 19. 1 ) (SCTM# 1000-G5-1- 1 5) t, J i> Y GPwES E C E I v E JUN 1 3 2022 LL-�L� Southold Town LOCATION MAP Board of Trustees APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 JOB SITE: 1000 TERRY LANE SOUTHOLD, NY 1 1971 PREPARED BY: K5 REVISED BY: K5 SCTM: #I 000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. DATE: OG/1012 2, OG/OG/22, 05/19/2 2, P.O BOX 2124, GREENPORT, N.Y. 1 1944 05/05/22, 04114122, 03/23/22, (G30477-1)477-1 1 99 (SHEET 2 of 1 2) 01/14/22 Z O FIRM ZONE BOUNDARY LINE A5 �\ sN SCALED FROM FLOOD INSURANCE \\p RATE MAP N -- - _ M OBART ROAD \� LIMIT OF MODERATE _ — WAVE ACTION — 200.76' 34 551 -26 40E \ 0 I \ 77.4 A. \ -/Q QQ ��� Q Z�,QO �. Noy 09 � O SHORELINE AS SHOWN WI - 0 ON MAP OF \3 � 2 Z U m N "FOUNDER5 ESTATES" 25 \\ \�� p 4 OTHER OLD MAPS o 0 QDQ Z05 CD 0s I \ \ \ \ \ � � 1 / \ \\ \ 0 \ \ \ � / \.\TOWN OF SOUTHOLD TO \ \ LIMIT OF MODERATE JEANETTE GOLDSMITH 1954 WAVE ACTION GRANT OF LAND UNDER WATER SOUTHOLD RECORDS PAGE 323 � P�j��jl ` y rlr ,-l m , c- m ' ,\ zCL w CD N47008'20"W 200.20' n APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 EXISTING 51TE MAP JOB 51TE: 1000 TERRY LANE SOUTHOLD, NY 1 1971 PREPARED BY: K5 REVISED BY: K5 0 30' 5CTM: #I 000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. DATE: OG/10/22, OG/OG/22, 05/19/2 2, P.O BOX 2124, GREENPOKT, N.Y. 1 1944 1"=30' 05/05/22, 04114122, 03/23/22, (631)477-1 199 (SHEET 3 of 1 2) 01114122 FIRM ZONE BOUNDARY LINE A5 � SCALED FROM FLOOD INSURANCE RATE MAP - HOBART ROAD LIMIT OF MODERATE — - WAVE ACTION 551028'40"E 200.76' ---'L- 4 PROPOSED DRY WELLS' �O 8'-0"0x3'-0" DEEP J 0 -0 I 1 � 5 \ ZONE AE (ELG) 1 - ZONE X \ s0 - �C\NG ,/' (0.2% ANNUAL CHANCE 77- 11 -00 2 g p 5\\� Go\o - \0 Za 00 566 (SHORELINE AS SHOWN�� \ O �n PS �Q�G ON MAP OF G "FOUNDERS ESTATES" a OTHER OLD MAPS \ \ \ 1 2\,•\'' ' A. 0� D U 0 Z U NIO ' \ O nZJ � 04IN 4 `�. y> Q -1 O im � T) 0oz 0 z I �� O Q W - 1 O -� � O I PROPOSED -77 ` , DRY WELL O �O oG 1— 1 8'-O"0x4'-O" \O �- DEEP cl� �O p- 0 1 1 ITOWN OF SOUTHOLD TO �� LIMIT OF MODERATE 1 JEANETTE GOLDSMITH 1954 WAVE ACTION 1 GRANT OF LAND UNDER WATER SOUTHOLD RECORDS PAGE 323 ` I ` Tc 1 \ 10 :zm) D rn -� w mI O > � �v o Z y Z a MI c O z w I -n 0 O `\ C=)FS Vi U m cn - m I W O rn ' rn -------------1----- - - IL -��—v--- ---------- -----------� ROOF DRAINAGE CALCULATIONS ! I N47008' 0"W 200.20' REEK ROOF AREA WIDTH LENGTH AREA-51F BUILDING 5 24.5 59.0 1,445.5 BUILDING G 24.5 34.5 845.3 RAIN RUNOFF AREA 2"RAIN VOLUME-CF BUILDING 5 1,445.5 2 240.9 BUILDING G 845.3 2 140.9 BA51N REQ. VOLUME CF/FT DEPTH READ. BUILDING 5 240.9 42.3 5.70 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. BUILDING G 140.9 42.3 3.33 ADDRESS: P.O. BOX 2124 RE5ULT GRE ENPORT, NY 1 1944 BUILDING 5 - U5E 2 BA51N5-8'-0"DIA.BY 3'-0"DEEP 5ITE PLAN JOB SITE: 1000 TERRY LANE BUILDING G - U5E I BA51N5-8'-O"DIA.BY 4'-0"DEEP SOUTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: KS 0 30' SCTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. rm�G� DATE: OG/10/22, OG/OG/22, 05/10/2 2, P.O BOX 2124, GRE ENPORT, N.Y. I 1944 V=30' 05/05/22, 04114122, 03/23/22, (G31)477-1199 (SHEET 4 of 1 2) 01/14/22 20' POURED 10'x20' POURED CONC. RAMP(G% SLOPE) +G' FLOOR ELEV (BFE) D• pe ° ° c +4' FIN. GRADE e.. a °o'. e ° .e • p' ° °, ° . e s e +4' FIN. GRADE TO MATCH BULKHEAD HEIGHT 5' (3) 4'x5' POURED CONC. LANDINGS WITH 4'x5'-9" POURED CONC. TO MATCH BULKHEAD HEIGHT POURED 10'x20' POURED CONC. ONE STEP OF I I"TREAD AND 8" RISER LANDING W/ 8" RISER* I I" RAMP(G% SLOPE) 5'-I 1" — TREAD STEP FOUNDATION EAST ELEVATION VIEW +8' FNDT WALL ELEV. FOUNDATION WALL- SEE DETAIL G" POURED CONCRETE SLAB —"---"—""—""—""—" ; ON WELL TAMPERED BASE +6 FLOOR ELEV. (15f I-) 1 +6, FLOOR ELEV. (BFE _4 FIN. GRADE TO MATCH BULKHEAD HEIGHT -: — _�,u.-.:._..,.,.;. .:.;.; '=.�.•_.>..:•_•.:,. _ — — _ — --_ _ ,�. .�..... ....:. _:.,..., :.._:-TM-: ,_..,.,... .. .... ... ...... ...,._ ... ..�1!J'c1-111=11H11—III=III=11L—III=III=III=1 ±4 F _ _ III=I II-111-111-III•-111-111-110IF5EIII- �1- IN 1 GRADE TO MATCH BULKHEAD HEIGHT III—I11=III=III=111= III--I I1=1I 1=1I I-1I I-1I 1=1I I-1I TAMPERED BASE —1I1=1I I—I I1=1I1=1I1=1I1=1I I—III —III-11I-1 I I-1I-1I1= — �11J.L1=�1. FOUNDATION 5ECTION VIEW 29' 3' GO'-G" 4' x 5'1 1" OVERALL PATIO ------------------M-1-4--------------------------------------� VzOgm m I r a 9 d' d�, d.. d �• ' V G d d L I m a a I. 4. d a d a ' d 4 d d ^a . ^a �� d �a .. d II d d- ' cu d O I a 6 POURED CONC. SLAB ^ a v I 0 cv a' I N N . d a_ °• dI i : a ^ � •d � • ' d .. L :a • .d a � 4 4 I I J d. J J d 4 d a d QI d N d L— --------------°— —va—�i ----—--------------------------—I J �•°. — ----------------- --- ---------------------------------J 4'x 5'1 1" OVERALL PATIO 4' x 5'1 1" OVERALL PATIO - 4'-1 I" x 5'-9" , 1'-G" 3' 3 1'-G" 3' S4'-G" O LL PATIO N PPLICANT: FOUNDERS LANDING BOATYARD, LLC. FOUNDATION PLAN JUN 1 3 2022 DDRESS: GREENPORTI NY 1 1944 J DB SITE: 1000 TERRY LANE Southold Town SOUTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: KS 0 10' Board of Trustees TM: #1000-G4-3-1 I COSTELLO MARINE CONTRACTING CORP. ATE: OG/10/2 2, OG/OG/22, 05/19/2 2, P.O BOX 2124, GREENPORT, N.Y. 1 1944 V=10' 05/05/22, 04/14/22, 03/23/22, (G30477-1 109 (SHEET 5 of 1 2) 01/14/22 ALL GUTTER DOWN SPOUTS DRY WELLS (3) TO DRAIN INTO DRY WELL • 1 BASIN = 8'-0"0 by 4'-0" DEEP FOUNDATION WALL: • 2 BASINS = 8'-0"0 by 3'-0" DEEP 98" THICK POURED CONC. •REINFORCED W/#4 REBAR 12" O.C. BOTH DIRECTIONS VARIES +4' FIN. GRADE +8'TOP Of CONIC. WALL ELEV. __ __ •4' EXTERIOR EXPOSURE TO MATCH BULKHEAD HEIGHT •EXTERIOR MUST BE COATED W/ 2 LAYERS OF WATER d IJI=III=1 I: 4"0 PVC IN W/ =III=III I% MIN. SLOPE =III= �� � ������� '. -III=III=IIT +G' FLOOR ELEV. (BFE) j - 0 0 O O O O © 0 O 0 0 0 0 _ = J —Ill IIS Jll—I11 .. IV II—ll; 000 0 0 0 0 0 0 0 0 0 00 ?=I=III=III= N ::tz'�:.��n':�.•�; ' :���.n,:; �, ..tiA{ti l.:...lY���},'�~,{ III—III—I 11=1 I I—I 11=1I I—I I I�I I—I 11=1 11-- =.> / = 1i i—i i1=�i7=i >x=111=III—III j —___ TAMPERED FILL I-1 I=1LI-1L-ll=1 11=1I=L-LI-1 «:: 0 0 0 0 0 o O O o 0 0 0 0 0 0 I—III-1 I I-1 +4' FIN. GRADE I I—III—III—I I 1° IT_I=III—III= =I1=111—II I—I I—II 0 0 0 0 0 © o 0 0 0 0 0 0 0 0 ; III—III—III MATCH BULKHEAD HEIGHT 1=W1611 II—III-1 I- -I 11=III-1 I1 T=1 IT111-1 1 I-L:`;; ' 0 0 0 © O 0 0 0 0 0 0 0 11 II1=1I SLAB: 1=111 IHII -000 I I I-1 I—II1=1I ll=-1I:;.s. 000000000000000 r—' I=1TI-J- m • G" POURED CONC. 1=��-;' :=III=111=III LEVEL WITH EXISTING GRADE (+4') CONC. DRY WELL PRE CAST 11— = �-: "'"= "Y��'"'�'' - — 8° • =111_1 I I_ll ����� ;�.z:;�= °-:t•:�. f-� y.:: - ��;>;�=�I=11_III d. — — — — :'tip::*:- ..•.': II—I I—II I—III_:: FLOOR PLAN KEY v DOOR WALL _`— WINDOW BARN DOOR 34'-G" BLDG. #G OVERALL 59' BLDG. #5 OVERALL 3'-G" 3'-G" I'-G" 8'-5" G'-8" 7-1 111 1 G'-8" G' 13'-8" G' N CV CV cV N m 0 33'-G" cr) cv DOUBLE SLIDING mLn1 BARN DOORS -' LU O O BLDG. #G = 810.75 SQJ=T. BLDG. #5 = 13G3 SQ.FT. O p N N N N U N N � N N N m G58' o m N N `q co 3° 3° 30' 54'-G" 1'-G., 93'-G" TOTAL OVERALL ® EC E I V E JUN 1 3 2022 PROPOSED WINDOW SCHEDULE Southold Town TAG MAKE/ MODEL UNIT DIMS R/0 QTY Board of Trustees ® ANDERSEN W G'-O" W G'-0 Y" 2 SLDG040-2 H 4'-0" H 4'-0 X" ANDERSEN W 3'-5 '/d' W 3'-G Yd' © TW3452 H 5'-4'/e' H 5'-4'/8' 2 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2 124 ANDERSEN W 2'-1 1,x", W 3'-0 Yz" GREENPOKT, NY 1 1944 AX3 1 H 2'-7Y" H 2'-8" 2 FLOOR PLAN JOB SITE: 1000 TERRY LANE 0 10' SOUTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: KS SCTM: #I 000-G4-3-1 I COSTELLO MARINE CONTRACTING CORP. 1„=10' DATE: OG/10/2 2, OG/OG/22, 05/1-9/2 2, P.O BOX 2124, GREENPORT, N.Y. 1 1944 05/05/22, 04/14/22, 03/23/2:2, (G3 0477-1 139 (SHEET 7 of 1 2) 0 IJ 14/22 t4 ------------------------------------------------------------------ 11 _�_ _ _ U'� LLU' LLU' V' LLV' LLU' 1 ----------------- ------- - 1 - 1 1 / 1 i 1 1 � / / BLDG. #G = 810.75 SQ.FT. BLDG. #5 = 13G3 SQ.FT. / 1 r r \ r 1 j 3 1 1 1 % \\`------------------------------------------------------------------------------------------------------------------------------------------------------ - ELECTRICAL KEY ELECTRICAL NOTES GFl I 10 VOLT GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET I . ALL OUTLETS TO BE ON GPI CIRCUIT AND MUST BE ELEVATION + 10' Q GPI 110 VOLT WATERPROOF GPI DUPLEX OUTLET 2. ALL INTERIOR OUTLETS SPACED 4' APART 0 LED LIGHT 3. ALL EXTERIOR OUTLETS TO BE ON GFI CIRCUIT AND WATERPROOF SINGLE POLE SWITCH 4. ALL INTERIOR LIGHTING MUST BE LED, CENTERED ON ROOM (� THREE-WAY SWITCH 5. ALL EXTERIOR LIGHTING MUST BE DARK SKY COMPLIANT . L `�' E CIRCUIT BREAKER PANEL G. VERIFY ALL ELECTRICAL LOCATIONS W/ OWNER 0 WALL MOUNTED LIGHT J U K 1 3 2022 ELECTRIC METER Southold Town Board of Trustees APPLICANT: FOUNDERS LANDING BOATYARD, LLC. PROP05ED ELECTRIC PLAN ADDRESS: P.O. BOX 2124 0 10' GREENPORT, NY 1 1944 JOB SITE: 1000 TERRY LANE PREPARED BY: KS REVISED BY: KS 1"=10' SOUTHOLD, NY 1 1971 #I 000-64-3-I I COSTELLO MARINE CONTRACTING CORP. DATE: OG/10/22, 06/06/22, 05/13/22, (G3 I)477-I 1 99 P.OBOX 2124, GREENPORT, N.Y. I 1944 05/05/22, 04/14/22, 03/23/22, (63 (SHEET 8 of 1 2) 01/14/22 i RIDGE RIDGE METAL PANEL ROOF W/VENTED RIDGE I METAL PANEL ROOF ICE SHIELD W/ VENTED RIDGE UNDERLAY REQUIRED 6� -24" FROM EDGES ICE SHIELD UNDERLAY412 12 ALUMINUM R REQUIED-24" FROM 12"xG" SCISSOR FRAMING �`- GUTTERS 6p EDGES 24" O.C. WITH 6/2 OUTTER h�" i"x8" FASCIA BOARD 12 PITCH AND 4/2 INNER PITCH 2"xG" SCISSOR FRAMING 4p _ ALUMINUM GUTTERS 24" O.C. WITH 6Xi 2 OUTTER I"x 12" SOFFIT WITH VENT PITCH AND 4/j 2 INNER PITCH I"x8" FASCIA BOARD N WALLS _ WALLS I"x 12" SOFFIT WITH VENT I • 2"xG" STUDS BOARD AND BATTEN • 2"xG" STUDS • 1 G" O.C. TYP. SIDING • 1 G" O.C. TYP. BOARD BATTEN SIDING 4"xG" BOTTOM PLATE • 4"xG" BOTTOM PLATE • 2"xG" DOUBLE TOP PLATE I • 2"xG" DOUBLE TOP PLATE 7/6° MIN. PLYWOOD SHEATHING WITH VAPOR H MINI PLYWOOD I SHEATHING WITH VAPOR BARRIER PROVIDE 8d BARRIER PROVIDE 8d COMMON NAILS @ 4' 4 POURED CONC. x COMMON NAILS @ 4' 4" POURED CONC. O.C. AT EXTERIOR ENDS J FLOOR EL. +G' (15f E) I FLOOR EL. +G' (BFE) O.C. AT EXTERIOR ENDS - - - - - - - - - - - -- - - - - - - - - - - - - -- - y,a ti_:: >. • .� vw!'. ... •.r..f.... 'c •:•: • .l:a..rr .h ir... ..ti�ii^ �Ki.V2! „�.:j'-•.• Z T.'v-iy .:L.<.• .S•.w.-�yv.._e�_r- 'T:aV .1..:N t4C 'Y q. 'sY .- .•.v+'{7i�..":•. '`'iii:i4`�. •evi ,.\ ''^''• -.:i:HA .•o(v.:.`•—F 2:wY,ta'�y ,.�r. .�._..._..s..�.. .�L�..::.:.��t......._..�.,�....�..:,.,.Fit::�,.�.v......_�»1=.ti:,.1=�._,.,,.,..., �,r-:s.- FIN. GRADE TO MATCH '�H. JA:�-�... _�<e-r. •• >l.',�j��4-:. . O � I— —II. "7�� � " ate_. r�4:4:,.-.�.d4..�c.n;.M.:;r�':aS1.•0a'.f - •.. ..4 sar.:r:'3 ••r.._._�,s,; o..a;,x•,.,;;,'c.a�.:�..�:. L�.-,nE.,�. FIN. GRADE TO MATCH — I � O k iL'r�ii=rn =F' ll1--�11 I_---I BULKHEAD HEIGHT - I=III�T_ 1=T _- BULKHEAD HEIGHT I—�— J -ll1- -1I I— II�—I s`f,-1 �, = I I Ill I I=1L=L(=Ll C) I— —I�— Q- - I—I L—�II�J_H D —III FOUNDATION WALL III I D I FOUNDATION WALLlll�l - SEE DETAILS f - SEE DETAILS � I � I NOTE: FINISHED GRADE TO MATCH BULKHEAD HEIGHT BUILDING #5 SECTION VIEW BUILDING #G SECTION VIEW 0 5' 0 5' 1"=5' �E CEIVE D PLICANT: FOUNDERS LANDING BOATYARD, LLC. DRESS: P.O. BOX 2124 JUN 1 3 2022 GREENPOKT, NY 1 1944 IE: SITE: 1000 TERRY LANE 50UTHOLD, NY 1 1 971 PREPARED BY: KS REVISED BY: KS Southold Town M: #I 000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. Board of Trustees OG/10/22, OG/OG/22, 05/19/22., P.O BOX 2124, GREENPORT, N.Y. 1 1944 (G3 ))477-1 199 05/05/22, 04/14/22, 03/23/22, (SHEET 9 of 1 2) 01/14/22 METAL PANEL ROOF W/VENTED RIDGE 11 Ell 9 I ALL GUTTERS TIE INTO ' DRY WELLS - SEE DETAIL LLL-j I e I c - BOARD AND ° ° ° BATTEN SIDING __--.ter- — '{" g v v c v :?•—:^--,_._ BUILDING #5 BUILDING #G WEST ELEVATION WEST ELEVATION OPTION 'F E_CEilVEDD METAL PANEL ROOF pitW/ VENTED RIDGE ` 3 U N 1 3 2022 i co,;hold Town Board of Trustees i a0 N I ALL GUTTERS TIE INTO 1 DRY WELLS - SEE DETAIL 1 l BOARD AND BATTEN SIDING BUILDING #G BUILDING #5 EAST ELEVATION EAST ELEVATION APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1 944 JOB SITE: 1000 TERRY LANE PREPARED BY: KS REVISED BY: KS o �o #1000-SOUTH4- -1 1 ! SCTM: #1000-64-3-I I C05TELLO MARINE CONTRACTING CORP. DATE: OG/10/22, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 11944 "=10' 05/05/22, 04/14/22, 03/23/22, (G31)477-1 159 (SHEET 10 of 1 2) 01/14/22 RIDGE VENT GABLE VENT CUSTOM I O'x 12'-7" CARRIAGE SWING DOORS I� I I QG I I I i I D ° D BUILDING #G SOUTH ELEVATION RIDGE VENTS GABLE VENTS I CUSTOM 10x9'-7" CARRIAGE SWING DOORS I QG I 12 I FMI I a D D 'e a ad a .0 '• .••< a: F-4. BUILDING #5 a NORTH ELEVATION �o CL APPLICANT: POUNDERS LANDING BOATYARD, LLC. CD ro p ADDRESS: P.O. BOX 2124 iv lmGRENPORT, NY I 1 944 JOB SITE: 1000 TERRY LANE SOUTHOLD, NY 1 1971 PREPARED BY: K5 RE 15ED BY: s SCTM: #I 000-G4-3-1 I C05TELLO MARINE C 5, DATE: OG/10/22, OG/OG/22, 05/19/22, P.O BOX 2124, GRE ENPORT, N.Y. 1 1944 05/05/22, 04/14/22, 03/23/22, (G31)477-1 199 (SHEET I i of 12) 01/14/22 I.r xar 1 arose, _ I J a y N DESCRIPTION OF OPERATION : OUR FLOOD BARRIER DOOR DAMS CAN BE ADJUSTED TO FIT MOST DOOR WAYS, IF YOU TO INSTALL AN EXTENSION POLE: WI5H TO PROTECT A LARGER ENTRANCE SUCH AS A GARAGE OR PATIO DOORS YOU WILL THE PRODUCT CONSISTS OF A CENTER PIECE, AND TWO WINGS. THE REQUIRE TO INSTALL ONE OR MORE EXTENSION POLES (DEPENDING ON THE 512E OF YOUR • CORE A HOLE 55 MM (2. 1")THICK X I GO MM (G.3"), WINGS SLIDE IN AND OUT OF THE CENTER PIECE, ALLOWING THE OPENING). IF YOU ARE UNSURE HOW MANY BARRIERS AND EXTENSION POLES YOU REQUIRE • A METAL ROD 15 5ECURED INTO THIS HOLE AND COMES PANEL'S WIDTH TO BE ADJUSTED TO FIT A RANGE OF DOOR OPENINGS. TO SECURE YOUR HOME PLEASE REACH OUT TO US AND WE WILL GLADLY A551ST YOU FLUSH WITH THE GROUND. THE WINGS ARE LINKED TOGETHER BY A SCREW MECHANISM. THE • THE EXTENSION POLE CAN THEN CLIPPED INTO PLACE IN MOVEMENT OF THE WINGS 15 CONTROLLED BY A RATCHET HANDLE. FLOOD BARRIERS EXTEND FROM 780 MM - 1100 MM. (30.7" - 43.3") SECONDS. DIRECTION OF MOVEMENT OF THE WINGS 15 CONTROLLED BY A THE BARRIER HEIGHT 15 720 MM (28.3") REVERSE BUTTON ON THE RATCHET HANDLE. SEALING OF THE DOOR IF YOUR ENTRANCE IS LARGER THAN 1100 MM YOU WILL REQUIRE TO INSTALL AN OPENING IS MAINTAINED BY A PATENTED, INFLATABLE RUBBER TUBE EXTENSION POLE TO CONNECT MULTIPLE BARRIERS. ARRANGEMENT, THAT SURROUNDS THE EXTENDED FRAME. WHEN THE EACH BARRIER COMES WITH AN INFLATABLE SEAL INSTALLED, AND ONE SPARE. PANEL 15 HELD IN POSITION BY THE EXTENDED WINGS, THE TUBE 15 INFLATED BY A MANUALLY OPERATED, BUILT-IN, AIR PUMP. THE AIR SYSTEM HAS A BUILT-IN AIR PRESSURE GAUGE. z O 5 P EC I E I C AT I O N S: DRAW NG FOR REFERENCE ONLY LU U LU • MAIN BODY: AB52 100- GR 10 GLA55 FIBRE REINFORCEMENT w "DRAWING FOR REFERENCE ONLY • INNER MOULDINGS: POM M90-44 POLYACETAL -Vz— o[ • REINFORCEMENT: STAINLESS STEEL 304 GEAR SYSTEM: BRA55 0 �3'-4" 3'-4"� • COMPRESSION SEAL: EPDM 40-50 SHORE A _z • INFLATABLE SEAL: (PATENTED) Q • PRODUCT ENERGY SOURCES: � oC •• A) MANUALLY GENERATED (GEARED) LEVERAGE, FOR EXTENDING PANEL WIDTH. •• B) MANUALLY GENERATED AIR PRESSURE, TO INFLATE RUBBER SEAL. 4' 0 1"=4' 1"=6' V=10' EXTEN51ON POLE I N5TALLATION NOTE5 I . FOLLOW INSTALLATION INSTRUCTIONS FROM MANUFACTURER. ENTRY WAYS PROTECTED ENTRY WAYS PROTECTED BY DAM EASY FLOOD GATES BY DAM EASY FLOOD GATES 2. VERIFY WITH OWNER PRIOR TO INSTALLATION 3. SEAL HOLE FOR POLE EXTENSION WITH POLYESTER RESIN E C E I V E- f y APPLICANT: FOUNDERS LANDING BOATYARD, LLC. _ - ADDRESS: P.O. BOX 2124 0 10' ` - GREENPORT, NY 1 1944 JOB SITE: 1000 TERRY LANE PREPARED BY: KS REVISED BY: KS 11.-10SOUTHOLD, NY 1 1971 Southold Town Board olTrustees SCTM: #I OOO-G4-3- I i COSTELLO MARINE CONTRACTING CORP. FLOOD PROTECTION DATE: OG/10/22, OG/OG/22, 05/19/2 2, P.O BOX 2124, GREENPOKT, N.Y. 1 1944 05/05/22, 04/14/22, 03/23/22, (G3 I)477-11 99 (SHEET 12 of 1 2) 01114122 THE BOATYARD — SOUTHOLDNY June 10,2022 V E Ms. Diane DiSalvo, Office Assistant D G G Southold Town Trustees PO Box 1179 .JUN 3 2022 Southold,NY 11971 Swft1dTown RE: Reconstruction of Buildings Project gra ofT 1000 Terry Road,Southold SCTM#1000-64-31-I1 Dear Ms. DiSalvo: In response to your email dated June 9,2022,enclosed you will find revised plans dated 6/10/22. The following changes have been made in an effort to clarify the heights-of the proposed buildings: • Sheet 5 of 12 Foundation Plan - it is noted that the finished grade is to match bulkhead height. • Sheet 6 of 12 Foundation Elevation Details, Foundation Details, Dry Well Installation Detail—it is noted that the finished grade is to match bulkhead height. • Sheet 9 of 12 Building#5 Section View, Building#6 Section View—it is noted that the finished grade is to match bulkhead height. The measurement from grade to the ridge line is still noted as 19-feet for Building#5 and 22-feet for Building#6. The reference to the ridge line elevations have been removed(for Wetlands Permit Only). Hopefully these notation changes make the project plans simpler to understand. If any additional information is needed,please do not hesitate to contact me. Sincerely, Jane P. Costello " ��S11FF0(�-�O Glenn Goldsmith, President ��® °y� Town Trustees A Nicholas Krupski, Vice-President CO x 54375 Route 25 Eric Sepenoski o ^' P.O. Box 1179 Liz Gillooly y.1j® ao�� Southold, NY 11971 Elizabeth Peeples �d Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: FOUNDERS LANDING BOAT YARD c/o COSTELLO MARINE Please be advised that your application dated February 10, 2022 has been reviewed by this Board at the regular meeting of May 18, 2022 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 (t1y oa BY: Glenn Goldsmith, President Board of Trustees N. J. MAZZAFE O P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer DesLp,n Constructiod, Inspection January 25, 2022 Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Building Reconstruction—Founders Landing, 1000 Terry Lane, Southold,NY 11971 Owner—Founders Landing Boatyard Inc. PO Box 2124, Greenport,N.Y. 11944 District-1000, Section-64 Block-3,Lot-10& 11 This is in reference to the Application for Building Permit to reconstruct the storage/warehouse building on the noted property. This building was completely destroyed by fire on June 10, 2021. As part of the design process for the replacement building, a search of Town records was performed. Information was also requested from the previous owners.No specific documents regarding the size of the building were produced. The design of the replacement structure is based upon the estimated size of the original building(length, width and height). The design dimensionally duplicates the original building based upon available information. The design also includes elements to address the current FEMA requirements and NYS/Town of Southold Building Codes. The materials used in the design are contemporary but have been used in a manner that matches(and improves) the original look of the building. Nicholas J. Mazzaferro,P.E. En MU 13 d" Glegn k,oldsmith, Presidents ` Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President Eric Sepenoski P.O.Box 1179 Liz Gillooly 1 Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: J - d ZZ Completed in field by: L• od Costello Marine Contracting Corp. on behalf of FOUNDERS LANDING BOAT YARD, LLC requests a Wetland Permit to reconstruct previously existing 24.5'x59' building #5 and 24.5'x34.5' building #6 that were destroyed by a fire on 6/10/2021. Located: 1000 Terry Road, Southold. SCTM# 1000-64-3-11 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound A' Bay Part of Town Code proposed work falls under: XChapt.275 Chapt. 111 other Type of Application: X Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.- i n r 1 v)4r vvA 4`o ' JLXd- no i rc of� w o r 1C Present Were: G. Goldsmith X N. Krupski X E. Sepenoski 2c _ L. Gillooly h E. Peeples 4 h µ BOATYARD SOUTHOLD,NY May:5, 2022 Ms. Elizabeth Cantrell Southold Town Trustees PO Box 1179 Southold,NY 11971 RE.- Building Reconstruction Project 1000 Terry Lane,.Southold SCTM#1000-643-41 Dear Elizabeth: Pursuant to the Trustees Public Hearing on April 13, 2022, enclosed you will find revised plans illusb-ating the drainage plan for the sheds that we are proposing to reconstruct. We are pro];ycising two 8' diameter, 3' deep drywells for building#5 and one 8' diameter, 4' deep drywell for building#6. The proposed locations and roof drainage calculations are shown on sheet 4 of 12. The drywell details -,gyre shown on sheet 6 of 12. If there are any additional questions or concerns,please do not hesitate to contact me. Sine�erely, /JaneP. Costello enclos ares DEOEIVE F 2022 DD� Smftw TMA BOW of TWO" SE Q9 Old North Rd ,I O 7� d m m o, ai err. Lid 7 ON m c P t y Fe��ay m BEIXEDl-) ESTATE-F ped i � I A ?r T a°F SOUTHOLD 'c pair m WESTMORELAND ry a�a< xs r PROJECT LOCATION 4 10 3' 38.2896" N 72° 24' 53.5932" W Qa Pine NecKRd v a a01� Custer Avg �m £ mar 2 ClearviewAve a '9y N m dSAgcnOr Cn o z REYDON PROPOSED: RECONSTRUCT PREVIOUSLY EXISTING BUILDINGS #5 (24.5'x 59') AND BUILDING #G (24.5'X 34.5') DESTROYED BY FIRE ON 06/10/202 1 . ACCESS: BY LAND THRU APPLICANTS' PROPERTY E C E IV E- D MAY - 6 2022 SobboldTDwrl Board of TnWees APPLICANT: POUNDERS LANDING BOATYARD, LLC, ADDRESS: P.O. BOX 2124 GREENPOKT, NY 1 1944 VICINITY MAP JOB 51TE: 1000 TERRY LANE PREPARED BY: KS REVISED BY: KS SOUTHOLD, NY 1 1971 005TELLO MARINE CONTRACTING CORP. SCTM: #I 000-G4-3-1 I P.O BOX 2124, GREENPORT, N.Y. 1 1944 DATE: 05/05/2022, 04/14/2022, (G3 0477-1 199 (SHEET I of 1 2) 03/23/2022, 01/14/2022 �n 61 -x. I ADJACENT PROPERTY 0WENER5 FOUNDERS LANDING BOAT OALLAN GOLDSMITH �DWMD LLC YARD, LLC 4824 SAN CARLO COURT I G30 N. OCEAN AVENUE <. P.O. BOX 2 124 NAPLES, FL 34109 HOLTSVILLE, NY I 1742 GREENPORT, NY I 1944 (2020 HOBART ROAD) (1080 TERRY LANE) (2700 HOBART ROAD) (SCTM# 1000-G4-3-9) (SCTM# 1000-G4-3-1 2) ~" (5CTM# 1000-G4-3- 10) )PATRICIA TIRUS DA SULE IRREVOCABLETUST 3DRIFTW00D COURT G PETER5 G BELLLLB VD.,APT. 5E SHOREHAM, NY 11786 32-30 73RD STREET OAKLAND GARDENS, NY 11364 (1 150 TERRY LANE) EAST ELMHURST, NY 1 1370 (2845 HOBART ROAD) a (5CTM# 1000-G4-3- 1 3) (2745 HOBART ROAD) (SCTM# 1000-G5-1 -14) 5 (5CTM# 1000-G4-5-33) 2 R� OCHARLES 5. �5OUTH0LD PARK DISTRICT CONCETTA J051N5KY P.O. BOX 959 5 BEN51N DRIVE SOUTHOLD, NY I 1 971 MELVILLE, NY 1 1 747 (1025 TERRY LANE) 4 E (2945 HOBART ROAD) (5CTM# 1000-G5- 1 -1 9. 1 ) MIDPARM rt (SCTM# 1000-G5-1- 15) ylGe. d� tY~, [ALE E I V E V l9 NCC Y9 -----. - - M AY - 6 2022 Soijftld TOWR LOCATION MAP Board of Trustees APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 JOB SITE: 1 000 TERRY LANE PREPARED BY: KS REVISED BY: KS SOUTHOLD, NY 1 1971 C05TELLO MARINE CONTRACTING CORP. 5CTM: #I 000-G4-3-1 I P.O BOX 2124, GREENPORT, N.Y. 1 1944 DATE: 05/05/2022, 04/14/2022, (G30477-1)477-1 1 99 (SHEET 2 of 1 2) 03/23/2022, 01/14/2022 J LU vOQ N / O �Q►�� O _ N o 0 O u_ Q 0 w o — w — — gNZgz — Oo mNcu Q� � '/II Z i� Q��`dI�Q Q �� ,,/'" I oz 0 OZ o 0 0 0 Oc, 0 ,o 6) X25 QQ Lf) C) J ` �OID VO / f ILJ �� ,� Q p a sC) 2�21D LU C\I N , v i Q) �� i� a�N QD r � z �� i 47.2' / S i,en i p f�� cn o z G, ,.. - ' x 00 I Q // Ooo, o = W < 02 0 Onw CD 0 LLJ OZ Jw ,�/ / if#LSy Z 0 CD wN � Q (] r � 300 — / Ozz =w I MAY 6 2022 / d 0O � usw / p z Y Southold Town D O Board of Trustees p — ci _ _ __�-- - -_ - Z Z / I ~ o l�- -—- - r- tQ� I 2 N L z ° > ow Cpl oQ - - w U LU Q I -�-1V5-000 I #W13S) I C 13� � 3a3AbL ' o (0 `a21`d1.ld0g o o N 1 JNIONd-I S��aN(10 jO QNVI �� oo ' LLJ U � �1 Li x J ,7, LU LUI Q iwOz oz "} ?O Q NN O Q \ 2 l m N a N Gam° \ LO Q Z 67 ft N \ LU LU Q N z z — 001 zj •� �' f ;100�'p1 0 \� 01 ��,p� /"- °w z C) ;m �N '0Q - � / I o6UC) DoLn ocn c� � �noo Q U / Via/ N � w -9 0 © D � '% 1 09 ao p vQ LLJ -j �_ f I D"s0 � � � IL / O O � 0 Lu I Ln 0 M 1 o p �/ ILU DZ — tn LU O u1 �� 47•_2 r / /� S, I� Z In 10 LL LU oO i !! 022z Q co 0 Q I ��� ' 0 C- c0 IR o QQ 1 f � 090o 1 MAY - 6 2022 I ° � � � wOW K N W '/ O O 5authatd Town LUp0 — / O w � � I Board of Trlrs[ees 1 x LL LLJ0yI ° owwui , O _W FnI z u-1 51J - mm bz / }�I LUq O t \ 1 O 0, - -...�1 /`'-1,-_7-"�['''_[�-TrN r V Hmm NNN uvv � p � O I OL tin -rte --� aflLfGl I �iO c� I li C? In z OZ z z � U w / OZ Ow 1 � �? W � � co0 S Q 1 _ Dual #w1Ds) Z q Lq �,t L6 m m { (0 I -�-�'`-� 1 �H a O p o N C '/ II O \ i oil ` /V-•0 U I 3 N N Q_ � N - Ln k L N - 1 1 ONIaNVI S219aNnw ' U- Ln� o O N zz � zz oC � Z � � Z Qw0Et i �O QNdl _ \ � - � I— m O 039 z99 z� go � 90 w � — i 1 O» aa » Q » K » �/ O O m Kmm OLmm mmm mm a- U IL 1 20' POURED I O'x2O' POURED CONC. RAMP(G% SLOPE) +G' FLOOR ELEV - -- - — , - a e r` r +4' a iN. GPAL-'E ±4 FIN. GRADE POURED 10'x20' POURED CONC. 5' - (3) 4'x5' POURED CONC. LANDINGS WITH 4'x5'-9" POURED CONC. MATCHING EX- POURED STEP OF I I" TREAD AND 8" RISER LANDING W/ 8" RISER* I I" RAMP(G% SLOPE) 51-1 f„ TREAD STEP FOUNDATION EAST ELEVATION VIEW +8' FN DT WALL ELEV. FOUNDATION WALL- SEE DETAIL G" POURED CONCRETE SLAB - — --=-- — --- ON WELL TAMPERED BASE+G' FLOOR ELEV. +G' FLOOR ELEV ±4' FIN. GRADE MATCHING EXISTING -- -_ - — i l lei l 1 ill= _- TAMPERED E J -� l i'1= - 4' Fl N. GRADE ,=1I1�II Iii�IIF= -1I�i1—�I —14 PE BAS =lII !I[ 1I1-= �E, �1 1Il IF FOUNDATION 5ECTION VIEWD E EIVE MAY - 6 2022 Southatd Town 29' 3' 6Q'-G" Board of Trustees 4' x 51 1" OVERALL PATIO ----------------- -- - ----- --- - - ----- ----------------------- - - - e--------' -- Q + - d d ° 1 a 4 d° ° ^° d° ° ° II ° ^/°G" POURED CONG. SLAB � II d ° ° ^ ^ d it 4 d ° ° a I I g J °Q I I m d °a �, I --------------------° --- -��--------------------------------- �. -- --------------- 4' x ----------- -- — --------------------------------._ _---J 4' x 5'1 I" OVERALL PATIO 4' x 5'I 1" OVERALL PATIO a 4'-1 1" x 5'-9" , 3 1'-G" 3' 541-0 OVERALL PATIO cv APPLICANT: FOUNDERS LANDING BOATYARD, LLC. FOUNDATION PLAN ADDRESS: P.O. BOX 2124 GREENPOKT, NY 1 1944 JOB SITE: 1000 TERRY LANE PREPARED BY: KS REVISED BY: KS o 10` SOUTHOLD, NY 1 1971 COSTELLO MARINE CONTRACTING CORP. SCTM: #I 000-G4-3-1 I P.O BOX 2124, GREENPORT, N.Y. 1 1944 DATE: 05/05/2022, 0411412022, (G31)477-1 159 (SHEET 5 of 1 2) 03/23/2022, 0111412022 ALL GUTTER DOWN SPOUTS DRY WELLS (3) TO DRAIN INTO DRY WELL • 1 BASIN = 8'-0"0 by 4'-0" DEEP FOUNDATION WALL: • 2 BASINS = 8'-0"0 by 3'-0" DEEP +8"THICK POURED CONC. -REINFORCED W/#4 REBAR 12" O.C. BOTH DIRECTIONS VARIES +4' FIN. GRADE +8'TOP OF CONC. WALL ELEV. —, I •4' EXTERIOR EXPOSURE MATCHING EX. GRADE � — r ■EXTERIOR MUST BE COATED W/ 2 LAYERS OF WATER RESISTANT TAR 4"0 PVC INLET W/ , I% MIN. SLOPE �. ff +G'_FLOOR ELEV. = �L! 7€ "' flI—III A L 1—!!J. II C ''y:-r'Ln" :'�•..•t.•t`e. +'! y ,s;y.r 'ds a .a;. •�.�rtr�.';'d•:+..' I�I1I�I IJ 0 0 0 0 0 0 0 0 ® 0 0 0 0 0 0 I N F-L-1L=? � TAMPERED FILL II€=T1-1 I I-1 I la 11-1 11a 1 I-111=1 f I�I I- I I I I I I !!�I[l�1 I �1 1-911 LI=L�I =1��1 -:Z00000 0 0 0@ O o 0 0 0 0 1- J +4' FIN. GRADS I- 1 _ @ 7 1-_ 0 0 0 0 0 0 ® @ © 0 0 0 0 0 0 MATCHING EX. GRADE !- I I I— =LU I=LLI I— I--I 0 0 0 0 o O 0 O © O 0 0 0 0 0 —� I I 1--�I��=I I 1 k ISI! SLAB: 40000000 ® 000000 I cn ■ 6" POURED CONC. f—I1=1 1 X11 €Il—I 1 8"� • LEVEL WITH EXISTING GRADE (+4') CONC. DRY WELL PRE CAST :' y ON FILLED WELL TEMPERED BASE WRAPPED W/ FILTER CLOTH 1- i1-I1l=III III=-II- + I' FROST LINE _ _ _--- ^T_--_ _] �IIJ�1�I1 lIIY111_II1 1I lI J lI�1 =JIJ= - - • REINFORCED W/#4 REBAR 1 2" !, I€=€IF 611=611-111=11--I �I�1]-IJJfI=� C1=111 - O.C. BOTH DIRECTIONS -�11-1 11 I E=I1 I:�I I€ I-1 I FLOOR PLAN KEY DOOR o WALL WINDOW BARN DOOR 34'-G" BLDG. #G OVERALL 59' BLDG. #5 OVERALL 3'-6" 3'-0 1 G 8' 1 11-61 m 33'-6" m N DOUBLE SLIDING BARN DOORS w � o Lu 0 c� BLDG. #G = 81 0.75 SQ.FT. o BLDG. #5 = 1 363 5Q,FT. O 111 N LO { o N N N �? 58' m cn cv to � 3° ° 30' 54'-G" 93'-G" TOTAL OVERALL Fi- SLD8050-2 V 2022 PROP05ED WINDOW SCHEDULE TAG MAKE/ MODEL UNIT DIMS R/0 QTY own ® ANDERSEN W 8'-0" W 8'-0 Yz' 2 stees H 5'-0" H 5'-0 Yz" ANDERSEN W 3'-5 7/b' W 3'-G Y6' 2 TW3452 H 5-4/8' H 5'-43/8' 1 1 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ANDERSEN W 2'-1 I15W6' W 3'-0 N' 2 FLOOR PLAN ADDRESS: P.O.GREBOO 21KT, N4 11944 AX3 I H 2'-7Y" H 2'-8" JOB SITE: 1 000 TERRY LANE PREPARED BY: KS REVISED BY: KS 10 SOUTHOLD, NY 11971 C05TELLO MARINE CONTRACTING CORP. SCTM: #I 000-G4-3-1 I P,O BOX 2124, GREENPORT, N.Y. I 1944 1"=10' DATE: 05/05/2022, 04/14/2022, (631)477-1 199 (SHEET 7 of 1 2) 03/23/2022, 0111412022 FLOOR PLAN KEY DOOR o WALL WINDOW BARN DOOR 34'-G" BLDG. #G OVERALL 59' BLDG. #5 OVERALL 0-8" 7-1 I" f 5'-8" (5' CV N N N N C� CV m 33'-G" J DOUBLE SLIDING J -' BARN DOORS © uj 0 BLDG. #G = 810.75 SQFF. BLDG. #5 = 13G3 SQ.FT. nj 0 O 0 O — - - N N N u CV IT N N sir) N N - N cv ? 58' °� N m : � m 30' 54'-61I I'-G" I 93'-G" TOTAL OVERALL E C E I V E } PROPOSED WINDOW 5CH EDU LE ' MAY - 6 2022 TAG MAKE/ MODEL UNIT DIMS R/O QTY Southold Town ® ANDERSEN W 8'-0" W 8'-O Yz' 2 Board of Trustees SLD8050-2 H 51-014 H 5'-0 Y2' C ANDERSEN W ' W 31-G Y511 2 TW3452 H 5'- 5'-4/8''/aH 5'-4%' 1 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ANDERSEN W 2'-I I'sfs' W 3'-0 Y2" ADDRESS: P.O. BOX 2 124 2 FLOOR PLAN GREENPORT, NY 1 1944 AX3 I H 2'-7y" H 2'-8" JOB 51TE: 1 000 TERRY LANE PREPARED BY: KS REVISED BY: KS �j SOUTHOLD, NY 1 197 1 COSTELLO MARINE CONTRACTING CORP. SCTM: #I 000-G4-3-1 I P.O BOX 2 124, GREENPORT, N.Y. 1 1544 "=10' DATE: 05/05/2022, 04/14/2022, (G3 1)477-1 139 (SHEET 7 of 1 2) 03/23/2022, 0111412022 I C5 V i? V 0 V i7 I l O'er rr' j ' BLDG. #G = 81 0.75 SQ.FT. 1 BLDG. #5 = 1 3G3 SQ.FT. r t r ! u 'u u c� u v $ . �.. J 7 7 r e y+ � -----------------'-------- ---.--_------ — ---------_--- ------'---------------------'•---.._" _,______—'.__——_—^——__r---— ELECTRICAL KEY ELECTRICAL N OTE5 'oGF1 I 10 VOLT GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET 1 . ALL OUTLETS TO BE ON GFI CIRCUIT AND MUST BE ELEVATION + 10' R Gfl I 10 VOLT WATERPROOF GFI DUPLEX OUTLET 2. ALL INTERIOR OUTLETS SPACED 4' APART I LED LIGHT 3, ALL EXTERIOR OUTLETS TO BE ON GFI CIRCUIT AND WATERPROOF SINGLE POLE SWITCH 4. ALL INTERIOR LIGHTING MUST BE LED, CENTERED ON ROOM AND SPACED EQUALLY THREE-WAY SWITCH 5. ALL EXTERIOR LIGHTING MUST BE DARK SKY COMPLIANT ECEIVE CIRCUIT BREAKER PANEL G. VERIFY ALL ELECTRICAL LOCATIONS W/ OWNER WALL MOUNTED LIGHT MAY - 6 2022 8 ELECTRIC METER Southold Town Board of Trustees PROPOSED ELECTRIC PLAN APPLICANT: FOUNDERS LANDING BOATYARD, LLC. 10, ADDRESS: P.O. BOX 2124 GREENPOKT, NY 1 1944 1" PREPARED BY: KS REVISED BY: KS =10' JOB SITE: 1000 TERRY LANE SOUTHOLD, NY 1 1971 C05TELLO MARINE CONTRACTING CORP. SCTM: #I 000-G4-3-1 I P.0 BOX 2124, GREENPORT, N.Y. 1 1944 DATE: 05/05/2022, 04/14/2022, (G3 0477-1 105 (SHEET 8 of 1 2) 03/23/2022, 0111412022 RIDGE RIDGE LINE -TOP OF ROOF EL. +28.41' rL RIDGE RIDGE LINE -TOP OF ROOF EL. +2G.4 P METAL PANEL ROOF W/VENTED RIDGE METAL PANEL ROOF W/VENTED RIDGE ICE SHIELD UNDERLAY REQUIRED ICE SHIELD UNDERLAY s -24" FROM EDGES REQUIRED-24" FROM ALUMINUM 6� EDGES 2"xG" SCISSOR FRAMING GUTTERS 12 24" O.G. WITH 6/2 CUTTER 12"xG" SCISSOR FRAMING 2 ALUMINUM GUTTERS PITCH AND 4/f2 INNER PITCH I"x8" FASCIA BOARD 24" O.C. WITH 6/2 OUTTER PITCH AND 41f2 INNER PITCH I"x8" FASCIA BOARD ! I"x 12" SOFFIT WITH VENT I"x 12" SOFFIT WITH VENT -' WALLS WALLS BOARD AND BATTEN ■ 2"xG" STUDS 2"x011 STUDS SIDING cv { _ cv • 1 G" O.C. TYP. I G" O.C. TYP. ■ 4"xG" BOTTOM PLATE BOARD * BATTEN SIDING I 4"xG" BOTTOM PLATE • 2"xG" DOUBLE TOP PLATE • 2"xG" DOUBLE TOP PLATE �/6' MIN. PLYWOOD SHEATHING WITH VAPOR BARRIER PROVIDE 8d I 7/6' MIN. PLYWOOD COMMON NAILS @ 4' SHEATHING WITH VAPOR I O.C. AT EXTERIOR ENDS BARRIER PROVIDE 8d -� 4" POURED CONC. COMMON NAILS @ 4' J 4" POURED CONC, QO.C. AT EXTERIOR ENDS FLOOR EL. +G' FLOOR EL. +6 FIN. GRADE MATCHES z � r' �'�,....R .� y- L.^:.t � . ,;��,._., _ _ -77, ME;a.°4 FIN. GRADE MATCHES _a.. .:e:{a'-•-..1.c A...4.i•:...!...a...:a ... :'e•. '.,u...di:. .a +w`,.s•�,....Mt.._ ..ni . - e�a `—rt J EXISTING +4' L EXISTING +4' C] I _ I[� — I I' —u I i— f 1 tNa II FOUNDATION WALL �, D FOUNDATION WALL II- u- - SEE DETAILS - SEE DETAILS Fk]� I Fk] 1 ECc;" EIVE BUILDING #5 SECTION VIEW BUILDING #G SECTION VIEW MAY - 6 2022 ill 5. Southold Town Board of Trustees APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 JOB 51TE: 1 000 TERRY LANE PREPARED BY: K5 REVISED BY: K5 SOUTHOLD, NY I 1571 COSTELLO MARINE CONTRACTING CORP. 5CTM: #I 000-G4-3-1 I P.O BOX 2124, GREENPORT, N.Y. 1 1944 DATE: 05/05/2022, 04/14/2022, (G31)477-1 159 (SHEET 9 of 1 2) 03/23/2022, 0111412022 METAL PANEL ROOF W/ VENTED RIDGE ! 1 11 11 i i I—FILL 11 IE 11 iE 4 I I I1-_ 1 II I l lI ALL GUTTERS TIE INTO I I. DRY WELLS SEE DETAIL k - - BOARD AND BATTEN SIDING BUILDING #5 BUILDING #G WEST ELEVATION WEST ELEVATION METAL PANEL ROOF W/ VENTED RIDGE Fl I I L I 1 I 1 E I 11 ° ! E DELLE o k °i I T ALL GUTTERS TIE INTO DRY WELLS - SEE L GCE9V E E i 1 3 I i 1 BOARD ANDD, �j ! I ` _ BATTEN SIDING v4 A BUILDING #G BUILDING #5 Board of Trustees EAST ELEVATION EAST ELEVATION APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 JOB SITE: 1 000 TERRY LANE PREPARED BY: KS REVISED BY: KS p �o SOUTHOLD, NY 1 1971 COSTELLO MARINE CONTRACTING CORP. SCTM: #I 000-G4-3-1 I P,O BOX 2124, GREENPORT, N.Y. 1 1944 1"=10' DATE: 05/05/2022, 0411412022, (G31)477-1 195 (SHEET 10 of 1 2) 03/23/2022, 01/14/2022 U J J t1� Q N N O N N C\l cm — w — U Z � Nzgz - 00 Z n7N N W W W x 0 � O O 0 Q Q � mz � � 0in (� n/ D w0 � 00((V O 0 _ U y Q a Lo_ 0 —� 00 U m Q U Iw— . f N 0 IL C) co � LL � -- — — -- u7 — ---- -- — LU O - w --- -- — w 0 oC J ~ m cj O U Q -_-- — 4 < U U Ln N w~ r D > _ s QD > O z W z W L = w U) O .q• I.LJ O LL LO LU � z > L - p® ]DD All 0 LU M.�e - � b 2022 a= Southold Town QZ1 Board of Trustees 0 U U �N �N z } Z mU � Biu 0 � z � z > Ow � U (v Lu Qpm � � N DONE. U-i � H m oz o_ Ua_ � DESCRIPTION OF OPERATION : OUR FLOOD BARRIER DOOR DAMS CAN BE ADJUSTED TO FIT MOST DOOR WAYS, IF YOU TO INSTALL AN EXTENSION POLE: WISH TO PROTECT A LARGER ENTRANCE SUCH AS A GARAGE OR PATIO DOORS YOU WILL THE PRODUCT CONSISTS OF A CENTER PIECE, AND TWO WINGS. THE REQUIRE TO INSTALL ONE OR MORE EXTENSION POLES (DEPENDING ON THE 51ZE OF YOUR • CORE A HOLE 55 MM (2. 1") THICK X I GO MM (G.3"), WINGS SLIDE IN AND OUT OF THE CENTER PIECE, ALLOWING THE OPENING). IF YOU ARE UNSURE HOW MANY BARRIERS AND EXTENSION POLES YOU REQUIRE • A METAL ROD IS SECURED INTO THIS HOLE AND COMES TO SECURE YOUR HOME PLEASE REACH OUT TO US AND WE WILL GLADLY A551ST YOU FLUSH WITH THE GROUND. PANEL'S WIDTH TO BE ADJUSTED TO FIT A RANGE OF DOOR OPENINGS. • THE EXTENSION POLE CAN THEN CLIPPED INTO PLACE IN THE WINGS ARE LINKED TOGETHER BY A SCREW MECHANISM. THE FLOOD BARRIERS EXTEND FROM 780 MM - I 100 MM. (30.7" - 43.3") SECONDS. MOVEMENT OF THE WINGS 15 CONTROLLED BY A RATCHET HANDLE. THE BARRIER HEIGHT IS 720 MM (28.3") DIRECTION OF MOVEMENT OF THE WINGS IS CONTROLLED BY A IF YOUR ENTRANCE 15 LARGER THAN I 100 MM YOU WILL REQUIRE TO INSTALL AN REVERSE BUTTON ON THE RATCHET HANDLE. SEALING OF THE DOOR EXTENSION POLE TO CONNECT MULTIPLE BARRIERS. OPENING IS MAINTAINED BY A PATENTED, INFLATABLE RUBBER TUBE EACH BARRIER COMES WITH AN INFLATABLE SEAL INSTALLED, AND ONE SPARE. ARRANGEMENT, THAT SURROUNDS THE EXTENDED FRAME. WHEN THE PANEL IS HELD IN POSITION BY THE EXTENDED WINGS, THE TUBE IS INFLATED BY A MANUALLY OPERATED, BUILT-IN, AIR PUMP. THE AIR } SYSTEM HAS A BUILT-IN AIR PRESSURE GAUGE. z O 'DRAYJING FOR REFERENCE ONLY W SPECIFICATIONS: -- z • LU LL MAIN BODY: AB52 100- GRI 0 GLASS FIBRE REINFORCEMENT LU 'DRAWING FOR REFERENCE ONLY • INNER MOULDINGS: POM M90-44 POLYACETAL • REINFORCEMENT: STAINLESS STEEL 304 0 �3'-4" • GEAR SYSTEM: 5RA55 COMPRESSION SEAL: EPDM 40-50 SHORE A z • INFLATABLE SEAL: (PATENTED) _ - �� ��' • PRODUCT ENERGY SOURCES: - . •• A) MANUALLY GENERATED (GEARED) LEVERAGE, FOR EXTENDING PANEL WIDTH. •■ B) MANUALLY GENERATED AIR PRESSURE, TO INFLATE RUBBER SEAL. ° V=4' 1„=6' SoothafdTown ill=10' Board of Trustees EXTENSION POLE INSTALLATION NOTES 1. FOLLOW INSTALLATION INSTRUCTIONS FROM MANUFACTURER. ENTRY WAYS PROTECTED ENTRY WAYS PROTECTED �. VFRIFY WITH OWNER PRIOR TO INSTALLATION BY DAM EASY FLOOD GATES BY DAM EASY FLOOD GATES 3. SEAL HOLE FOR POLE EXTENSION WITH POLYESTER RESIN - APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2 124 0 10' GREENPORT, NY 11944 ill=1D' JOB 51TE: 1 000 TERRY LANE PREPARED BY: K5 REVISED BY: K5 SOUTHOLD, NY 1 1971 C05TELLO MARINE CONTRACTING CORP. FLOOD PROTECTION 5CTM: #I 000-G4-3-1 I P.O BOX 2 124, GREENPORT, N.Y. 1 1 944 DATE: 05/05/2022, 04/14/2022, (G310477-1 159 (SHEET 12 of 1 2) 03/23/2022, 0 1/14/2022 DWMD LLC 1080 Terry Lane Southold, New York 11971 April 12, 2022 Thigees to Board of Trustees Town of Southold Southold Town Hall Anex 54375 Main Road P.O. Box 1179 Southold, New York 11971 Re: Founders Landing Boat Yard, LLC Gentlemen: We are in receipt of the Notice to Adjacent Property Owner in connection with the above- referenced matter. We are an adjacent property owner. Given the fact that the applicant intends to rebuild, objection is made to the reconstruction without the (i) restriction on the uses of flammable material within the structure, including paints, varnishes and rags which have been exposed to such material, and(ii)the installation of adequate fire suppression systems. Given the fact that the proposed reconstruction, abuts our property line and the fire which took place there in June of 2021 has caused damage to our and our neighbors homes, we believe it is incumbent upon the Board of Trustees to relocate the previous building to a location further from the residences abutting the property and closer to Hobart Road. We thank you for your attention to this matter. Sincerely yours, DWMt 1 o By: a Name:::-"-diV W ner Title: Mana ler i i 'r i i f ti D394793/Fi\11418 t DiSalvo, Diane From: Jill Wagner <jwagner906@gmail.com> Sent: Wednesday,April 13, 2022 10:54 AM To: DiSalvo, Diane R � 2022 Subject: correction to Founders Landing comment Attachments: FL BOAT YARD- WAGNER.pdf "outho Towown Hello Diane. Please see attached revised comment regarding Founders Landing Boat Yard, LLC. Can you let me know that you received this? Thank you, Jill Wagner ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Patricia DiCarlo �' 1 1150 Terry Lane Southold, New York 11971APR 2022 April 12, 2022 td Town Board of TrusteesuS L--J Town of Southold Southold Town Hall Anex 54375 Main Road P.O. Box 1179 Southold, New York 11971 Re: Founders Landing Boat Yard, LLC Gentlemen: We are in receipt of the Notice to Adjacent Property Owner in connection with the above- referenced matter. We are an adjacent property owner. Given the fact that the applicant intends to rebuild, objection is made to the reconstruction without the (i) restriction on the uses of flammable material within the structure, including paints, varnishes and rags which have been exposed to such material, and (ii)the installation of adequate fire suppression systems. Given the fact that the proposed reconstruction, abuts our property line and the fire which took place there in June of 2021 has caused damage to our home (the claim for which has been rejected by Founders Landing Boat Yard LLC), we believe it is incumbent upon the Board of Trustees to relocate the previous building to a location further from the neighboring residences and closer to Hobart Road. We thank you for your attention to this matter. Sincerely yours, Pat`Icia DiCarlo G w 1 i i V I b j. D39481 ITIM 1418 ii k 4 Maim Diane From: Pat Dicarlo <pdicarlo926@aol.com> Sent: Wednesday, April 13, 2022 10:51 AM To: DiSalvo, Diane Subject: Correction to letter- Founders Landing Boat Yard Attachments: FOUNDERS LANDING BOAT YARD-PD.pdf SGURd To Board 012ru `e Hi Diane, I have attached a revised letter commenting on the Founders Landing Boat Yard hearing taking place tonight. Can you please replace this with the letter I sent yesterday. Also, can you please let me know that it has been received? Thank you Patricia DiCarlo ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Glenn Gol- th,President ,' Town Hall Annex A.Nicholas Kruusxi,Vice President y - '° 54375 Route 25 Eric Sepenoski P.O. Box 1 179 Liz Gillooly ' Southold,NY 11971 Elizabeth Peeples A Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Daterrime: Als 22 11'WaVyN Completed infield by: 1.• laa Costello Marine Contracting Corp. on behalf of FOUNDERS LANDING BOAT YARD, LLC requests a Wetland Permit to reconstruct previously existing 24.5'x59' building #5 and 24.5'x34.5' building #6 that were destroyed by a fire on 6/10/2021. Located: 1000 Terry Road, Southold. SCTM# 1000-64- 3-11 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275_X Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: _Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: _---- - Ili I Present were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly _E. Peeples Other (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FIR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONA.INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N / w/ 400 Ostrander Avenue, Riverhead, NeYork (1x01 tel. 631.727.2303 fax. 631.72-1.0144 admin®youngengineering.com 4=)�) E W ' r / / f Howard W. Young, Land Surveyor f N Thomas G. Wolpert, Professional Engineer S Douglas E. Adams, Professional Engineer Robert G. Tost, Architect o 11 63 Robert 5tromski, Architect l SITE DATA UPLAND AREA 71,874 50. FT. / Q LAND UNDERWATER =41,763 50. FT. AREA TOTAL = 44,642 SQ. FT. S #1 1 STORY METAL BUILDING = 8,278 SQ. FT. = 11.59.1 #2 2 STORY METAL BUILDING = 2,014 SQ. FT. = 2.5% #3 1 STORY GONG. BLK, BUILDING = 144 SQ. FT. = 0.390 / CMF #4 1 STORY FRAME BUILDING = 1,225 SQ. FT. = 1.7Y 1,7'N #5 1 STORY FRAME BUILDING = 11 50. FT. = 2.1% ro / o� ,55 �,� 2.26.96'W o�e #6 1 STORY FRAME BUILDING = 841 SQ. FT. = 1.2% 9.1 `\ =�J�v` = 14,113 50. FT. = 14.690 w 8.77/ ZONE x VERTICAL DATUM SOA j w = NAVD (1188).,�° '� �} � �ry°�=w KEY MAP / ZONE X (0.2% ANNUAL CHANCE) • / / �.0s• ' 5.95 o�wp' OWNER = FOUNDERS LANDING BOAT YARD, LLC 50ALE: I"=600' / // 8.36 Ao 'QO I f ~, P EG PORT, NEW YORK 11E144 / 8 /6 5ti \`� .� GR SST O �° 6.48 �`� �� z/r CO ® o� SUBDIVISION MAP "FOUNDERS ESTATES" FILED IN THE / 6.31 'O OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 10, 1427 AS _g / O, 1St e!OCC? /e= O 34 �`fvz FILE NO. 834 .66 .* 5.50 e a a so? f6.11, �o ff ry= . s �� , / o•�ti 5.80 +2� SEE FLOOD INSURANCE RATE MAP PANEL NO. 3610300166 H LAST } DATED SEPT. 25, 2004. 001/( 5.65 5.00 /G `" .0 A �/ � � 6G5:69 Q +4.6159 a0 C�j�OTq�S'y 5-� otic 5.64 ^�' 4.591 " • _'� b� _7_ /'Lc 5.56/� \ FF .®� � � 5.37 � c�o` 4.33 / 6. 4c 6.63 t z 5.38/ 4.85 3.67 `� ... . . . , p.. . ,. / 5.75 0, o 3.07 r 42pl s• Y°<of 4' N f 4.18 °i F k 6.44 Fps '2s a°� 84;r 4,61 �ti 3.71 3.29 (ozg 5.58 FS FF 5.6 f 5.78 V \ ?04,- q� e, Ap, rq�5 5 f QST 04.80 \\ �� 'p� SCRM ALED DONE FROM FLOODYLINE AS INSURANCE FqF( ., Cyq oGV hof( t0 `���Oq���^ m � � RATE MAP FfsJ NOF _ -._6.- 5.47 FQS ,2� , / P -' r 3 F f 6 o+.�\P� -4.16 o o srq 16 / r Qe�yv�a 3" 9 4M � O, , 5.59 h ° 2 s 5.20 , �S / qti� FFF5.04 ,���� /s '0.2�5�L. 3.781 LEGEND CMF 216 5.5 3 0� ' °�c 4135 / 4.05��fr� y _ � � ® - \ / `� / t EOP EDGE OF PAVEMENT � O �//wo � . c' s /`� �? � FEN-WD = WOOD FENCE `�' "� `" o �° o. ° 75 d� // r 4.52 FEN-CLF =GRAIN LINK FENCE 0 /rj� o� r Q' +4.430 4.68 FEN-5TK = STOCKADE FENCE 1 o��tio 4.81 4.93 �t RO =ROOF OVER e „ \ 1�otiF - i'C� 5.11 5.19 - 2 .� oN�Fc pq 60 3.9-2 3. ry0' °°cr 4.87 , . SP = STONE PAVEMENT o�F°M+o 9F 4.63 ._ �1 _ _ f +4. 1 32 /`� `� = UTILITY POLE _ _ _ - _ . /j� � f / / /� 1 1 4. 3\ 4.84/ GMS = CONCRETE MONUMENT SET rF �sJ 5.62 SO t 4/96=r AIL GMF = CONCRETE MONUMENT FOUND J 4.39 / �, p�'li�F�i 5.13 + TOWN fFTo�UTHOID /f ,�� /', _ +4.51 ® 3 9 /', /' I / / / W55 = WOOD STAKE SET \ ti0 O 9 ALVAS� B. GOLDSMITH 4�1 WSF WOOD STAKE FOUND S 1931 ,,t� I +x.19 IPF = IRON PIPE FOUND SP I �` S Sy ` and Under Water f� /', ) /^ti l = LIGHT POLE 4.45 _ QST O� Grant of Records Page 145 R 4.5 5,27 N I '� 9T Southold - S•. SP ---------------- / / ( 12 SP1; w ! ^�CTI � +-,5.21 _- \ 4.31 / f3.8• 3.,99 5.25 � 0 _----- 210, \ / coq r 5.61 - r--------- \S j 75 4.29 Atioo e / ?� I 5.7'54 U, 5.22 FF 4.59 +5.33 �® ok, +4.16 r+ 5.14 . 5.64 5.59 oc 5.24 i)iooOGryO45.80 aOy0 /,V94 5.2 /LF S y f +5.08Qc44 5.59 4. 7` G +4.61 a 0OO qS *1% o ply -4 3.41 IPF 5.63 5.55 4. o9s lyv� �, / o� Flo O�FSTgo Olyl, r rr 1�rC 3.2 +4.96 ' e, �.� �T,y O qT Oc. 5.47 .g .»R ... 4+17 3.9?l/ o�� c°°off ��SS t + 'c>F 0'14 - 4.07 4.42 �5- a �6 �oR 3.1 _ �0P SURVEYOR'S CERTIFICATION F .17 N6 /p0 '/ , #s FN,S 8 po, I ry 5.58 / ��/ /r t �� S BO�,,/� Lo I N1E HEREBY CERTIFY TO FOUNDERS LANDING BOAT YARD, LLC THAT THI5 4.0 0, 1 F TY '1 5URVEY WAW5 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND 5.27 \00 I► so .81-IPF h0� Cr 4 81! { SWRVEY5URVEYO ADOPTED BY THE NEW YORK 5TATE ASSOCIATION OF PROFE55IONAL LAND i A/ f �.86 No "3 P r b� Fpr IPF.41 � 6/, w �' F1kEo f ?4 4 .1 cy.04 MD r.� 5.13col °# ' TO 0 0Ck r 3.90 v �G,j r \ 3.611` S �w�w ✓r. 7X141 0-- o O <oqT oc"�l FJT TSO A o,0 i 1 O y J.,r 4.00 a < 9 COO4.7N 'Pol `5sHO ' +4.30 ec, a 0, i ('� Sy//T � r 4.0 4.67 SP k mry HOWARD W. YOUNG, N.Y.5. L.5. NO. 45843 'v J co f �I SURVE"r FOR a f 4.40 pfd 4.75.6 FOUNDERS LAND I NG � 0 L BOAT YARD, LLIS FIXED DOCK T 4.88 5.33E 0��� of Southold, Town of Southold N Ci� I "��� 0�w ounty, New York Suff o Ik C 7- N ( � ��0 TOP06RAPH I CAL SUR1/EY ry ' .50 .93 ® LIMIT OF MODERATE 1 000 64 03 10 4,56 5.03 WAVE ACTION County Tax Map District IOOO Section 64 Block 03 Lot I I o X00 � a4.26 o MAP PREPARED APR. 14, 20142014"1 4.91 t Record of Revisions X90 RECORD OF REVISIONS DATE GENERAL AMENDMENTS FEB. O'1 2022 NWS FIXED DOCK `� 20NAE (EL6) , 20Ne y k4= 0 0 J 0 c 0 0 m 50 O 15 30 60 10 o Southold Town Board of Trustees SGdle: IRI = 301 J JOB NO. 2018-0076 DWG. 2015-0076-survey I OF I Old North Rd / D y r O , �r 1 N o a PotO�� m m BEIXED N ESTATES, �o c� SOUTHOLD 9° Mmm °s^ `m DD C7 44 arRa - , yv'k is B Oa �8( PROPOSED: WLS MORELAND ° 0 25 a PROJECT LOCATION RECONSTRUCT PREVIOUSLY EXISTING BUILDINGS #5 (24.5' x 59') AND �a<n 0. 4 10 3' 38.2850 N 720 24' 53.5332" W BUILDING #G (24.5' X 34.5') DESTROYED BY FIRE ON OG/101202 1 . QD Pine Ne&Rd a a Custer Aver ACCESS: Oar Clearvfe �� 9, K Ave P CD i d AnchOrLn BY LAND THRU APPLICANTS' PROPERTY ° - — REYDONI = _ -wr - � I MAR 2 4 2022 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. VICINITY MAP Y ADDRESS: GREEN ORT, NY 1 1 944 PREPARED BY: KS REVISED BY: KS �c �F 7',' �enrr JOB SITE: 1000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. Board Of"Irustces _ _ SOUTt10LD, NY 1197! P.O BOX 2 124, GREENPORT, N.Y. 1 1944 SCTM: #I 000-G4-3-1 I (G3 0477-1 1 1 99 (5N ff of 1 4) DATE: 03/23/2022. 0111412022 !Z 4 1z' L °Q ADJACENT PROPERTY OWENERS OFOUNDER5 LANDING BOAT OALLAN GOLDSMITH ODWMD LLC N, K�9,A YARD, LLC 4824 5AN CARLO COURT 1 G30 N. OCEAN AVENUE P.O. BOX 2124 NAPLES, FL 34 109 HOLT5VILLE, NY 1 1 742 GREENPORT, NY 1 1944 (2620 HOBART ROAD) (1080 TERRY LANE) (2700 HOBART ROAD) (SCTM# 1000-G4-3-9) (SCTM# 1000-G4-3-1 2) (SCTM# 1000-G4-3-10) ®PATRICIA DICARLO �MATILDA 5ULE IRREVOCABLE ©PETER M. OLLEN TRU5T 3 DRIFTWOOD COURT TRU5T 75-2G BELL BLVD., APT. 5E SHOREHAM, NY I 1786 32-30 73RD STREET OAKLAND GARDEN5, NY 11364 (1 150 TERRY LANE) EAST ELMHURST, NY 1 1 370 (2845 HOBART ROAD) a� (SCTM# 1000-G4-3- 1 3) (2745 HOBART ROAD) (SCTM# 1000-G5- 1 -14) 5 (SCTM# 1000-G4-5-33) 2 PrRo (D CHARLES S. t ®5OUTHOLD PARK DISTRICT O CONCETTA J05INSKY P.O. BOX 959 ® 5 BEN51N DRIVE 5OUTHOLD, NY 11971 A s J MELVILLE, NY 1 1 747 (1025 TERRY LANE) F<; ® � (2945 HOBART ROAD) (SCTM# 1000-G5- 1 - 19. 1) MIDFAP.M kD (SCTM# 1000-G5- 1 - 1 5) �s gFrq t y Y CANE5 LOCATION MAP ECr"u wl MAR 2 4 2022 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. w ADDRESS: P.O. BOX 2 124 -- —' GREENPORT, NY 1 1944 PREPARED BY: K5 REVISED BY: KS Boarc! of"1r�siees JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. - - SOUTHOLD, NY 1 1971 P.O BOX 2 124, GREENPORT, N.Y. 1 1944 SCTM: #I 000-G4-3-1 I (G31)477-1199 (SHEET 2 of 14) DATE: 03/23/2022, 0111412022 \ y O 2 \\0 Z� FIRM ZONE BOUNDARY LINE AS SCALED FROM FLOOD INSURANCE \ p RATE MAP H OBART ROAD � / nh LIMIT OF MODERATE WAVE ACTION 200.76' �� h 55112 8'40 - \ o 1 77.40 --N00 o 01?- E 1 _ J Ate O WI SHORELINE AS SHOWN �\ • 2 ON MAP OF Z UCn CV "FOUNDER5 ESTATES" C) OTHER OLD MAPS OQ � � Colo) \ Q lu � o0 omU \ \\ \o oo�G \ �0 / CIA (5 1 � ITOWN OF SOUTHOLD TO \\ LIMIT OF MODERATE JEANETTE GOLDSMITH 1954 �pQ \ \\ WAVE ACTION 1� GRANT Of LAND UNDER WATER SOUTHOLD RECORDS PAGE 323 cp lot s�r�r I! I 1 I. \ t� o Cs)i I \ OSI fV nN ' \ G9 I, --�-- -------- ---------� N47008'20"W 200.20' APPLICANT: FOUNDERS LANDING BOATYARD, LLC. EXISTING SITE MAP ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY: KS 0 30' JOB SITE: 1000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1 944 i"=30' SCTM: #1000-G4-3-1 I (G31)477-1199 (SHEET 3 of 14) DATE: 03/23/2022, 0111412022 2 N FIRM ZONE BOUNDARY LINE AS pN\ sNSCALED FROM FLOOD INSURANCE \`p✓ RATE MAP 1` ——— H OBART ROAD \ a LIMIT OF MODERATE WAVE ACTION — / �� 76 200. ' \ �.---- t - 551 °28'40 E \\� o / C9 J \ Cn N 1� \77.3 \5 77, 11 9 ZA \ /1 0 2 \ /'�\ �`0 �2 I �,\\ \\ 6 Nps 0��0 I wl SHORELINE A O 5 SHOWN z C) Q ON MAP OF ` U (O NId- "POUNDER5 ESTATES" ti J mlm OTHER OLD MAPS \ \\4-- �• m 2 6• \\ �2L 0 -' (Vo m \ o - b 0s I \\ \ eco 0 I TOWN OF SOUTHOLD TO \\ �\`— I LIMIT OF MODERATE JEANETTE GOLDSMITH 1954 \ GRANT OF LAND UNDER WATER WAVE ACTION SOUTHOLD RECORDS PAGE 323 ` CD r � � I I N ; -- �--�' --1---- -------- -- ----------- N47°08'20"W 200.20' APPLICANT: FOUNDERS LANDING BOATYARD, LLC. SITE PLAN ADDRESS: P.O. BOX 2124 GREENPOKT, NY 1 1944 PREPARED BY: KS REVISED BY: KS 0 30' JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPOKT, N.Y. 1 1944 -30' SCTM: #1000-G4-3-1 I (G31)477-1 199 (SHEET 4 of 14) DATE: 03/23/2022, 01/14/2022 SLAB: 8.. a G" POURED CONC. 24'-0" +8' TOP OF CONC. WALL ELEV. • 2' ABOVE EXISTING GRADE ON FILLED WELL TEMPERED BASE 2'-0%611 2'-2%" N • REINFORCED W/#4 REBAR 12" l _F_ELEV_ O.C. BOTH DIRECTIONS 3' 10' 7'-3" +G' F - -- -- -- -- I ....._�_.._ T T --:.-•-�- -•-- --' TOP OF CONC. WALL ELEV. +8' TAMPERED FILL�� �`' +4 EX15TING GRADE �``/�./ `/ '�\�\```/ FOUNDATION WALL: A 12' III=III=III=III=III=111=111=III=III=III=111=11 i �j�//,,\�\�,Y�/\�\��\!oj`v�; \`j`�j; `j`�`j;:! •8" THICK POURED CONC. ° +G' F.F. ELEV. —1 I I—I I—I I I—I 11=1 11=1 I I-1 I f-1 I —I 11—I I I—I 11- //,\` //o o %:``//\\�``// `% . ----$- -� �— j\\\\ /\\,\ /\\\\ j\\\\ /�\; REINFORCED W/#4 PF-BAP, ' I I I=1 11=1 I I—I I1=1 I—1 11=1 I I—I I I—I I1=1 i —1I I—I II—I I I—I I1=1I1=1I1=1 I M I I—'' m `y;�o:y``%`\`` \\ \\ /o, 12" O.C. BOTH DIRECTIONS =-q 4e.' 4— Q Q III,-III-III-III,,-III„I111111111111111� / •4' EXTERIOR EXPOSURE A' d ® ±4' EXISTING GRADE +3' FRO5T LINE-�-_ \��` •2' INTERIOR EXPOSURE - - - - =1I1=III=111=1i1=Ii1=1iI-111 _ :II-L1=1 I-1J.-ll=1I1=1II-1I III4'x5'9" POURED CONC.=III-III-III-1 I-III-1I-1II� 111_111 III,;III III E�III III��LL=11=1II-Ell I-III -111=111-111-II-L-111=.1'' II1=1II—II1=111=1 1=111=111= _ FOOTING: —II1=111-111=1I1=1I1=111 1I—I = I1=1I1—I11=111 II- III—III—III—III—III—III—III—III�II—III- - 12"x24" FOOTING W/ KEYWAY =11=III=111-1T-III=III—III=111— I LANDING W/ STEP 8" =L_I I I—III=1I —I POURED 10'x20' POURED CONC.=II I-J I I=II I=I II=111=111-III-III SII I_—' -1 11=1 I I—I I I—I I I—I 11=1 I I —III—III—III—III-1 11=1 I I�11=1 I I— I I—I 1=1 11=1 I I— l I 1=1 11=1 I I-�1=1 11=1 I I—III—I I I III—III=III=III=III=III-1 m =RISER* I I TREAD -RAMP(G% SLOPE) — =1TI=1 i I—ITI=1 I I—I i i_ 2 T REIN FORCED W/#G REBAR 1=1 I I-1 I-1T-L=1 11=1 I I—III-L —,�_ —, — _J1 =1 =1 I I—I 11=1 I I—III—III—ITi= • MUST SIT BELOW FROST LINE -111 �II1111111���111��111 1111_IIIIIII�1111111111111111111111111111IIIIIIIIIIIIIIIIiIIillilllllllllllllll�l IIIIIIIITI111�IIIIIIIIIIIIIII1=1IIIIIIIIIIIIi�lll � FOUNDATION DETAILS FOUNDATION ELEVATION DETAILS 0 4' 0 4' 20' 20' FOUNDATION SECTION VIEW ±4' EX. GRAD \ i\%`�%�✓�` `✓\\ +4' EX. GRADE FILL \\\\/ \�.. .TAMPERED FILL>\ \/.\\�\.\ \/.\\/\/.\\/.�. \\ \\ /\\ /\\ /\\ \ /\\ \\ /\ \ /\\ ,./�....7n..../.a..../i..../i..�..�n.... ..�'%..../i..../r....../r....../i..,a/i!.../[l.../i................................................... ..../i...../i...../n..../r....../i...../i..n�..�Yi.l../n 29' 3' GO'-G" 4' x 5'1 1" OVERALL PATIO r----------------- - ----------------------------------------� =--=--=--------.---�---a----� I 4 a 4 [I4 j I I a' a a ° ad. d °' .Q a o c a Iia d a o 4 a . �. d ^ 4 G" POURED CONC. SLAB • d q d- d•i I d .d J d :p d I a' a d• d a a 4 . I I 1 d Q a' 4 V d d d' dd 14'.. +•. m - --------------- --- ----- -----------------------------� 4' x 5'1 1" OVERALL PATIO 4 x 5'1 1.1 OVERALL PATIO I'-G" 3' 3 1'-G" 3 4' 5 -G" 4 1 1 x 59 OVERALL PATIO N - - E - E c EQ � I� '' PPLICANT: FOUNDERS LANDING BOATYARD, LLC. DDRESS: P.O. BOX 2124 FOUNDATION PLAN - GREENPORT, NY 1 1944 PREPARED BY: KS REVI5ED BY: K5 0 10' LIAR 2 4 2022 313 SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. — SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPOKT, N.Y. 1 1944 1"=10' CTM: #I 000-G4-3-1 I (631)477-1 199 (SHEET 5 of 14) - - -.- �vutF�oEd lovu�n � TE: 03/23/2022, 01/14/2022 board of Iru-sTees 34'-G" 59' 3'-5%11 3'-55/s" 8'-5411 G'-8% 7-1 IY4 43' I I' 8' ' " 8' 6' G" 8' 10'-G"� ®+ m 33'-G" I - Lq N DOUBLE SLIDING a d min BARN DOORS °' n, d. d BLDG. #G = 810.75 SQ.FT. O BLDG. #5 = 13G3 SQ.FT. — — co — N N N N G O 4 G G d d d t m 58' o - N C9 m N © ® © G • 3° ' 8'-9" 8' 1 31-311 jo9'-G" 8' 5'-G" 8' 5'-G" 8' 10' PGI 3' 1� G I N 34'-G" BLDG. #G OVERALL 59' BLDG. #5 OVERALL 93'-G" TOTAL OVERALL FLOOR PLAN KEY FLOOR PLAN NOTES I . FLOOR PLAN CONSISTS OF TWO SEPERATE BUILDINGS JOINED TOGETHER AND MUST BE CONSTRUCTED AS SUCH. DOOR 2. BUILDING #G AND #5 WILL BE SEPERATED BY BARN DOORS o WALL 3. PRE-FABRICATED STEEL BUILDING TO BE SUPPLIED BY NUCOR OR APPROVED EQUAL PROPOSED WINDOW SCHEDULE WINDOW 4. BUILDING SUPPLIER TO SUBMIT SIGNED AND SEALED ENGINEERING DRAWINGS FOR APPROVAL TAG MAKE/ MODEL UNIT DIMS R/0 QTY BARN DOOR 5. BUILDING ERECTION TO BE PERFORMED BY CONTRACTOR APPROVED ANDERSEN W 8'-0" W 8'-O 2 7 BY SUPPLIER AND ALL TRADES COORDINATED WITH OWNER ® SLD6050-2 H 51-0" H 5'-0 Y" ANDERSEN W 2'-111W6' W 3'-0 Y" 3 ® AN3 1 H 11-8 Y8' H 1'-9" ANDERSEN W 3'-5 7/81 W 3'-G A" 2 E c E Q V E © TW345 2 H 5'-4'/8' H 5'-4'/81 ANDERSEN W 2'-1 115/6' W 3'-0 Y" APPLICANT: FOUNDERS LANDING BOATYARD, LLC. YP AX31 H 2'-7 " H 21-811 4 FLOOR PLAN MAR 2 4 2022 ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY: KS I--�--� — -_ -- JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. 10' SootEtold`"own SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. I 1944 Board of Trustees-- _- - SCTM: #I 000-G4-3-I I (G3 1)477-1 109 (SHEET G of 14) DATE: 03/23/2022, 01/14/2022 I/ -- --------------------------- `\\ I `\ I i 1 t It --------------- `. i BLDG. #G = 810.75 SQ.IT. BLDG. #5 = 13G3 SQ.FT. 1 / f 1 V' l7 l7 U' l7 E E t'J V' V' - V' i'J " t7 l7 c9 U' U' �U' V' lam'! \ 1 3 I I I I I \\ %J `' -------------------------------------------------------------------------------------------------------------------------------------------------- ELECTRICAL KEY ELECTRICAL NOTES 110 VOLT GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET I . ALL OUTLETS TO BE ON GFI CIRCUIT AND MUST BE ELEVATION + 10' GFI 110 VOLT WATERPROOF GFI DUPLEX OUTLET 2. ALL INTERIOR OUTLETS SPACED 4' APART D LED LIGHT 3. ALL EXTERIOR OUTLETS TO BE ON GFI CIRCUIT AND WATERPROOF SINGLE POLE SWITCH 4. ALL INTERIOR LIGHTING MUST BE LED, CENTERED ON ROOM AND SPACED EQUALLY $3 THREE-WAY SWITCH 5. ALL EXTERIOR LIGHTING MUST BE DARK SKY COMPLIANT CIRCUIT BREAKER PANEL G. VERIFY ALL ELECTRICAL LOCATIONS W/ OWNER WALL MOUNTED LIGHT cft ELECTRIC METER c E p E PROPOSED ELECTRIC PLAN 0 10' MAR 2 4 2022 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ul ADDRESS: P.O. BOX 2124 1"=10' GREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY: KS �eE��Favi, `" JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. Board of Trustees SOUTHOLD, NY I 1 971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 SCTM: #I 000-G4-3-1 I (G3 1)477-1 199 (SHEET 7 of 14) DATE: 03/23/2022, 01/14/2022 VENTED CUPOLA (3) METAL PANEL ROOF i Lfn, a ao i N d' N ® � PLANTER BOX (2) FX INSULATED �t 44 .♦ n d..., a. ° r d• ' e • METAL PANEL .♦ v. .. 4 •. . • i a off.. ° - ,. $ � .,e ,.' •all.. a a'. ♦ ° d v 'd aa', e ♦ •.. r • .!.• Q.. .,.'.�„—•*�-� BUILDING #5 BUILDING #G WEST ELEVATION WEST ELEVATION METAL PANEL ROOF VENTED CUPOLA (3) N i N INSULATED N ® ®' METAL PANEL ..�..---�__.•.: ° a.. 9••' '4' a .'dA . .• .•°. •.d '.�:' BUILDING #G BUILDING #5 EA5T ELEVATION EAST ELEVATION --E-C E W APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 MAR 2 4 GREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY: KS o 10' 2022 JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. 1°=10' — So�aElraf Tov�l� SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 Board o i-'owns SCTM: #I 000-G4-3-1 I (G31)477-1195 (SHEET 5 of 14) DATE: 03/23/2022, 01/14/2022 CUSTOM I Ox I O' CARRIAGE SWING DOORS I 4G 12 I I ELIL O 4 d 6 BUILDING #G SOUTH ELEVATION CUSTOM 14'x I O' CARRIAGE SWING DOORS I I f ' 4G 12 W 'I v Cab u Q'(D Il � pp II Fmifv ni 0 i NLEI a o i !�1 •d' r d ye '• o e d d BUILDING #5 NORTH ELEVATION APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 0 5' GREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY: KS JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. 1„=5, SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 SCTM: #1000-G4-3-1 I (G31)477-1199 (SHEET 9 of 14) DATE: 03/23/2022, 0111412022 k ex., ''roY?fM1x"/�, !M+'1eR7BfxR1'•� • p� g l DESCRIPTION OF OPERATION : OUR FLOOD BARRIER DOORf DAMS CAN BE ADJUSTED TO FIT MOST DOOR WAYS, IF YOU TO INSTALL AN EXTENSION POLE: WISH TO PROTECT A LARGER ENTRANCE SUCH AS A GARAGE OR PATIO DOORS YOU WILL THE PRODUCT CONSISTS OF A CENTER PIECE, AND TWO WINGS. THE REQUIRE TO INSTALL ONE OR MORE EXTENSION POLES (DEPENDING ON THE 51ZE OF YOUR • CORE A HOLE 55 MM (2. 1") THICK X I GO MM (G.3"), WINGS SLIDE IN AND OUT OF THE CENTER PIECE, ALLOWING THE OPENING). IF YOU ARE UNSURE HOW MANY BARRIERS AND EXTENSION POLES YOU REQUIRE • A METAL ROD IS SECURED INTO THIS HOLE AND COMES PANEL'S WIDTH TO BE ADJUSTED TO FIT A RANGE OF DOOR OPENINGS. TO SECURE YOUR HOME PLEASE REACH OUT TO US AND WE WILL GLADLY ASSIST YOU FLUSH WITH THE GROUND. THE WINGS ARE LINKED TOGETHER BY A SCREW MECHANISM. THE • THE EXTENSION POLE CAN THEN CLIPPED INTO PLACE IN MOVEMENT OF THE WINGS 15 CONTROLLED BY A RATCHET HANDLE. FLOOD BARRIERS EXTEND FROM 780 MM - 1100 MM. (30.7" - 43.3") SECONDS. THE BARRIER HEIGHT IS 720 MM (28.3") DIRECTION OF MOVEMENT OF THE WINGS IS CONTROLLED BY A IF YOUR ENTRANCE IS LARGER THAN 1100 MM YOU WILL REQUIRE TO INSTALL AN REVERSE BUTTON ON THE RATCHET HANDLE. SEALING OF THE DOOR EXTENSION POLE TO CONNECT MULTIPLE BARRIERS. OPENING IS MAINTAINED BY A PATENTED, INFLATABLE RUBBER TUBE ARRANGEMENT, THAT SURROUNDS THE EXTENDED FRAME, WHEN THE EACH BARRIER COMES WITH AN INFLATABLE SEAL INSTALLED, AND ONE SPARE. PANEL IS HELD IN POSITION BY THE EXTENDED WINGS, THE TUBE 15 'DRAWING FOR REFERENCE ONLY INFLATED BY A MANUALLY OPERATED, BUILT-IN, AIR PUMP. THE AIR SYSTEM HAS A BUILT-IN AIR PRESSURE GAUGE. -' O �3'-4" 3'-4"� SPECIFICATIONS• ORAW NG FOR REFERENCE ONU — U ' � z Lu Lu oC • MAIN BODY: ABS2 100 - GRI 0 GLASS FIBRE REINFORCEMENT � • INNER MOULDINGS: POM M90-44 POLYACETAL • REINFORCEMENT: STAINLESS STEEL 304 CLI\v/ u- p • GEAR SYSTEM: BRASS o U • COMPRESSION SEAL: EPDM 40-50 SHORE A z_ • INFLATABLE SEAL: (PATENTED) ED PRODUCT ENERGY SOURCES: , nil •• A) MANUALLY GENERATED (GEARED) LEVERAGE, FOR EXTENDING PANELT WIDTH. •• B) MANUALLY GENERATED AIR PRESSURE, TO INFLATE RUBBER SEAL. Oj—� 4 c 6 1"=4' V,=6' r 0 10' 1"= 10' 0 EXTENSION POLE INSTALLATION NOTES 1 I . FOLLOW INSTALLATION INSTRUCTIONS FROM MANUFACTURER. ENTRY WAYS PROTECTED ENTRY WAYS PROTECTED BY DAM EASY FLOOD GATES BY DAM EASY FLOOD GATES 2. VERIFY WITH OWNER PRIOR TO INSTALLATION 3. SEAL HOLE FOR POLE EXTENSION WITH POLYESTER RE51N rl ECSE WE 0 10' APPLICANT: FOUNDERS LANDING BOATYARD, LLC. MAR 2 4 2022 ADDRESS: P.O. BOX 2124 1"= 10' r GREENPORT, NY I 1944 PREPARED BY: KS REVISED BY: KS _ JOB 51TE: 1 000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. FLOOD PROTECTION=ut("<<� ; 'r�sn"rl- SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 ___ Board of`Irusioes _ SCTM: #I 000-G4-3- 1 I (631)477-1199 (SHEET 10 of 14) -�� DATE: 03/23/2022, 01/14/2022 < mithmous Ridge Vent f ,.Light Tramsmitthig l"miel Purliu /Ridge Vent Roof Ninel Peak Box Eati•e Trim l`3nsur� � r a•. SrulRnzred Rake �` Eac•e Stnst Sculptured Nil Eauve Gutter i' y Siderall Girt F.ud Wall Girt Base A»gle Base Trim I'Vall Pallet Corner Trim - M Downspout -�-<--ter_-_-.� P fl APPLICANT: FOUNDERS LANDING BOATYARD, LLC. MAR 2 4 2022 ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 PREPARED BY: K5 REVISED BY: K5I _ _ _ _ JOB 51TE: 1000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. I NfORMATION Soli Eic�ic� otnrr� 5OUTHOLD, NY 1 1971 P.O BOX 2124, GREENPOKT, N.Y. 1 1944 Board of)rusices __ 5CTM: #I 000-G4-3-1 I (G31)477-1 199 (SHEET I I of 14) DATE: 03/23/2022, 01/14/2022 The following Nucor Building Systems Specification Guide provides the owner or design professional a detailed description of all standard Nucor Building Systems (NBS) products. This guide 1 .2.3. The building "cave height" shall be the distance from finished floor to top is designed to aid the architect or engineer of record in the process of specifying the best building of cave strut or purlin at the steel line. For buildings with curbs or column system solution. recesses, cave height shall still be measured from the finished-floor elevation. These comprehensive specifications cover many aspects of the NBS product line. Since it is possible 1 .2.4. The "bay spacing" shall be the distance from center of primary frame to to apply the various NBS products covered in this manual in many different ways, not all conditions center of primary frame for interior bays. End bays shall be the distance are addressed, and more detailed information is available. For the unique needs of an individual from outside face of endwall girt (steel line) to center of first interior project building design, please contact the N55 engineering team for assistance. primary frame. This guide incorporates, by reference, the latest edition of the MBMA Metal Building Systems Manual, 1 .2.5. The "module spacing" on RMG-X buildings shall be the distance from published by the Metal Building Manufacturers Association (MBMA), to all Nucor project outside face of sidewall girt (steel line) to center of first interior column. It specifications. is also the distance from center to center of interior columns for interior spans. Notice: In keeping with a program of continuous and never ending improvement all information 1 .2.G. The "roof slope" shall be based on an order-specified vertical rise for contained herein is subject to change without notice. each 12" horizontal run unless otherwise stated (1/4" in 12" minimum for Nucor CFR'" and VR I G II''; 112" in 12" for Nucor Classic' roofs). I . General 1 .3. Building Types I . I . Scope 1 .2. Dimensional Terminology 1 .3. 1 . Solid web framing consists of members fabricated from shop-welded, 1 .3. Building Types hotrolled steel sheets or plates and hot-rolled flat bars. 2. Design 1 .3. 1 . I . Rigid frames (RCG) are clear span buildings with tapered sidewall columns. 2. 1 . Design Criteria They are commonly used for spans from 40 feet to over 150 feet. 2.2. Engineering Certification 1 .3. 1 .2. Tapered beams (TCG) are clear span buildings suitable for smaller span 2.3. Non-Standard Design Loads buildings from 20 feet to GO feet wide. TCG buildings utilize straight 2.4. Auxiliary Design Loads sidewall columns and horizontal bottom flange rafters. 2.5. Load Combinations 1 .3. 1 .3. "id frames with interior columns (RMG-X) are multrspan buildings with 3. Anchor BOlts and Foundations interior columns (number of interior columns is designated by the "X"). They 3. 1 . Anchor Bolts provide an economical advantage on buildings from 80 feet to over 300 3.2. Foundations feet wide. 4. Drawings 1 .3. 1 .4. Single slope clear span (RCS) or multi-span (RMS-X) buildings are available 4. 1 . General in width ranges similar to RCG and RMG-X as previously listed. All roof 5. Structural Framing drainage is taken to the low sidewall. 5. 1 General 1 .3. 1 .5 Lean-to (LCS) or (LMS-X) buildings are similar to the single slope building; 5.2. Primary Structural Members however, the high side column has been eliminated. The lean-to rafter is 5.3. Secondary Structural Members supported by the main building frame, sidewall, or endwall column. 1 .3. 1 .G TrussFrame buildings incorporate straight or tapered columns in combination with open-web rafters comprised of tee-section chords with double-angle web members. Frames may be either clear span or modular. I . General 2. Design I . I . Scope 2. 1 . Design Criteria I . I . I . The building shall consist of all primary and secondary structural 2. 1 . 1 . All structural steel sections and welded plate members shall be designed members, connection bolts, canopies, roof extensions, sheeting, trim, in accordance with the latest editions of the AISC Specification for flashing, doors, fasteners, gutters, downspouts, and other miscellaneous Structural Steel Buildings or CSA Specification for Structural Steel items and accessories as specified, shown, or called for on Nucor Buildings (S 1 G) and the latest edition of the AWS D I . I and D 1 .8 Building Systems' drawings or order documents. Refer to the Latest Structural Welding Codes or CSA Welded steel construction (metal arc Edition of the Metal Building Systems Manual section entitled "Common welding) (W59), based on project location. Industry Practices" for the standards in which this guide will be used. 2. 1 .2. All light gage cold-formed Nucor will not provide items not specifically called for in the Nucor order structural members and exterior covering shall be designed in accordance documents. with the AISI North American Specification for the Design of Cold-Formed Steel Structural Members (AISI S 100). All standards for the welding of I .2. Dimensional Terminology Steel members are based upon the latest edition of AWS D 1 .3 1 .2. 1 . The building "width" shall be the distance from outside face of sidewall Structural Welding Code or CSA Welded steel construction (metal arc C to outside face of sidewall girt welding (W59), based on project(steel line to steel line). - location. 1 .2.2. The building "length" shall be the distance from outside face of endwall girt to outside face of endwall girt (steel line to steel line). <:' L5 C E � U (� � t� APPLICANT: FOUNDERS LANDING BOATYARD, LLC. I ADDRESS: P.O. BOX 2124 PREPARED BY: KS REVISED BY: KS _ MAR 2 4 2022 JOB SITE: GO O T oRY LANE 1944 C05TELLO MARINE CONTRACTING CORP. INFORMATION i SOUTHOLD, NY 1 1971 P.O BOX 2 124, GREENPORT, N.Y. 1 1944 i :__.______.__ __ ___ SCTM: #I 000-G4-3-1 I (G3 1)477-1 109 (SHEET 12 of 14) � �!t iol'e Town DATE: 03/23/2022, 01/14/2022 2. 1 .3. The primary and secondary framing and covering shall be designed for all applicable loads and combinations of loads as set forth in the specified 3. Anchor Bolts and Foundations governing building code for the order under consideration. This may be any of the standard model building codes currently published, such as: 3. 1 . Anchor Bolts the International Code Council's International Building Code (15C) or the National Research Council of Canada's National Building Code of 3. 1 . 1 . Anchor bolts and base plates shall be designed to resist all column Canada (NBC). Additionally, many orders may be within states or reactions. Sizes used shall be as those shown on Nucor Building municipalities that have their own amendments to the governing model Systems' drawings. The length and embedment anchorage of all anchor code or that have their own independent code. In this case, loads, bolts shall be the responsibility of the foundation engineer. deflection criteria, and load combinations will be determined in 3. 1 .2. Anchor bolts shall not be supplied by Nucor Building Systems and are the accordance with this governing local code. Specification of loads and responsibility of the contractor or erector to furnish. codes and design responsibility shall be as stated in the "Common 3. 1 .3. Leveling plates shall not be supplied by Nucor Building Systems unless Industry Practices" section of the latest MBMA Metal Building Systems specifically called for on the Nucor order documents. Manual. These "common industry practices" will apply regardless of the state, local, or model code chosen. 3.2. Foundations. 2. 1 .4. The appropriate code shall be specified at the time of the building quotation. 3.2. 1 . Foundations shall be designed by a qualified registered professional engineer to accommodate the local soil conditions and meet building 2.2 Engineering Certifications reaction requirements in addition to other loads imposed by building use or occupancy. It shall be the responsibility of the Engineer of Record to 2.2. 1 All buildings shall be designed by or under the direct supervision of verify that the loading criteria defined on the Order Documents is registered professional engineers in accordance with the information adequate for the location of the project in question. specified to Nucor on the order documentation in compliance with the 3.2.2. Neither the foundation design nor the reinforcing steel shall be supplied "Common Industry Practices" section of the latest MBMA Metal Building by Nucor Building Systems. It shall be the responsibility of the customer, Systems Manual. Nucor's sealing engineer is not the "Engineer of contractor, or erector to obtain these items. Record" for the project and cannot be construed as such. 2.2.2. Design calculations, certified by a professional engineer, may be 4. Drawings purchased with the order, if requested. 2.2.3. A letter of certification, certified by a professional engineer, may be 4. 1 . General supplied with the building quote proposal, if requested. A letter of certification shall be provided with the order at the time the anchor bolt 4. 1 . 1 . Nucor Building Systems shall supply on all orders three sets of anchor plans are complete. bolt drawings and reactions. 2.2.4. All permit drawings shall be stamped with a professional engineer's seal 4. 1 .2. Nucor Building Systems shall supply on all orders three sets of final in the state of the building location. Approval drawings will not be sealed, erection drawmgs.Upon request, Nucor Building Systems shall supply Erection drawings will be sealed only if specifically requested by the three sets of permit drawings showing engineering design details, critical customer. clearances, key connection details, material specifications, and lateral load resisting elements such as bracing, diaphragm, and shear wall 2.3 Non-Standard Design Loads layouts. 4. 1 .3. Nucor Building Systems shall supply three sets of approval drawings on 2.3. 1 . All building types shall be available with non-standard design loads as specified fobs. Approval drawings shall show building layout, critical required by the local code or governing body provided these loads are clearances, critical details, and may include permit drawing information if specified on the order documents. Special dead, live, or wind loads shall requested. Final fabrication will not begin until approval drawings have be applied in the same manner as standard design loads for the type of been returned with appropriate release signatures or appropriate building involved as long as MBMA design requirements are satisfied. instruction has been given to Nucor to release the project using a Change Order. 2.4 Auxiliary Design Loads 4. 1 .4. Nucor Building Systems does not supply shop fabrication drawings for review or approval. As-built drawings are not provided by Nucor Building 2.4. 1 . Crane and impact loads shall be applied in accordance with the latest Systems. editions of the AISC Specification for Structural Steel Buildings, the CSA 4. 1 .5. Unless noted on the Nucor order documents, all drawings are issued on Specification for Structural Steel Buildings (5 1 G), the "Common Industry I I " x 17" paper stock. Full-size prints (24" x 3G") are available at an Practices" section of the latest MBMA Metal Building Systems Manual as additional cost. applicable, and the appropriate building code specified with the building 4. 1 G. Nucor does not provide electronic drawing files or as-built drawings. proposal. 2.4.2. Seismic loads, for buildings in areas subject to earthquakes, shall be derived using the procedure set forth by appropriate building codes specified on the Nucor order documents. -(�- - -- E lin F -� V E 2.5 Load Combinations —_-- - 2.5. 1 . Load combinations shall be per the appropriate building code. i APPLICANT: FOUNDERS LANDING BOATYARD, LLC. I MAR 2 4 2022 ADDRESS: P.O. BOX 2124 � GREENPORT, NY 11944 PREPARED BY: KS REVISED BY: KS __ - JOB 51TE: 1000 TERRY LANE C05TELLD MARINE CONTRACTING CORP. INFORMATION I T�U�FtE SOUTHOLD, NY 1 1971 P.O BOX 21 24, GREENPOKT, N.Y. 11944 Board of-i resiees �_ 5CTM: #1000-G4-3-1 I (G3 1)477-1 109 (SHEET 13 of 14) DATE: 03/23/2022, 01/14/2022 5. Structural Framing 5. 1 General 5. 1 . 1 . The term "primary structural" members or framing shall refer to any builtup, hot-rolled, or cold-form columns or framing systems which transfer their loads directly to the structure's foundation. 5. 1 .2. The term "secondary structural" members or framing shall refer to any cold-form, hot-rolled, or built-up purlins, guts, struts, bracing, or beams which transfer their loads from the cladding to the primary structural member or framing to which they attach. 5. 1 .3. Unless otherwise specified, the minimum standard design thickness of structural framing members shall be as follows: • Webs of welded built-up members 0. 125" • Flanges of welded built-up members --i 0. 1 88" • Cold-formed secondary framing members — 0.000" • Cable bracing 0.250" / Rod bracing 0.625" • Angle bracing 0. 1875" 5. 1 .4. All hot-rolled sheet, plate, and strip steel used in webs from 0. 125" to 0.225" thick shall conform to the provisions of ASTM A-101 1 55 or HSLAS Grade 55 (55,000 psi minimum yield strength). All thicknesses greater than 0.230" (to 0.500" inclusive) shall conform to ASTM A-572 Grade 55 (55,000 ksi minimum yield). 5. 1 .5. All hot-rolled flat bars used in flanges shall conform to the provisions of ASTM A-572 or A-529 Grade 55, with minimum yield of 55,000 psi. 5. 1 G. All wide-flange, channel, and "S" shapes shall conform to the provisions of ASTM A-3G, ASTM A-572 or ASTM A-992 ("W" shape only). All tube and pipe shapes shall conform to ASTM A-500, Grade B. All hot-rolled or cold-rolled sheet and strip steel less than 0. 150" thick used in fabrication Of cold-formed structural members shall be of ASTM A-10 1 1 , Grade 55 (55,000 psi minimum yield stress). MAR 2 4 2022 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY: KSt,�itEfi('o�F�v�r�� JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. INFORMATION Board of Yrusiees SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 5CTM: #I 000-G4-3-1 I (G3 1)477-1 199 (SHEET 14 of 14) DATE: 03/23/2022, 01/14/2022 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY,-Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 I R(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT August 3, 2015 The Boatyard at Founder's Landing Inc. PO Box 2124 Greenport,NY 11944-2124 Attn:Jane Costello Re: NYSDEC Permit#: 1-4738-00474/00008 The Boatyard at Founder's Landing Inc., 2700 Hobart Rd.,Southold 'SCTM#16070.64-340-& fi Dear Ms. Costello; Based on the information you submitted,the New York State Department of Environmental Conservation has determined that the portion of the above property landward of the functional bulkhead greater than 100 feet in length, as shown on the copy of the survey prepared by Robert H. Fox, dated 4/20/05,which was constructed prior to August 20, 1977,as evidenced on the copy of the survey prepared by Roderick Van Tuyl, dated 2/14/77,and on Tidal Wetland Map.4 716-548, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore; in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661), no permit is,required to conduct regulated activities landward of that bulkhead. Be advised,no construction, sedimentation, or disturbance of any kind may take place.seaward.of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15' wide construction area)or erecting a temporary fence,barrier,or hale bay berm. This letter shall reniain-valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Rowans Regional Permit Administrator cc: BOH-TW NEW YORK Department of STaF OF orvoxtu!n� Environmental Conservation Client:'4Founders Landing Boat Yard, LLC Location: 2700 Hobart Rd& 1000 Terry Road, Southold Date: 9/21/19 Photo 1 Mlildinl-'s to be reconstructed 4. Alp t f ` Y r. Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631)477-0005 Fax 1 Client:'Founders Landing Boat Yard, LLC Location: 2700 Hobart Rd& 1000 Terry Road, Southold Date: 6/10/21 Photo Z 44 s� ,K 4M ' �' 1 -7cscy J ._/. k .: ... ' aY ■! ' iii' z ° f. so C '•+re.,__-....-r.< '�:f .r �` '�r fir. "� r� t 'n � - - - s ' ' —ire � �• � 15'� �. ����1' � ��?�� c ., e .. _ , ` _C� i� /� �' ter. �' rn• ) t' / ..'qy - - •i - Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631)477.0005 Fax Tient:Founders Landing Boat Yard, LLC Location: 2700 Hobart Rd & 1000 Terry Road, Southold Date: 2/10/21 Photo 3 7 . "o t� _ 4 Et a N `t J a IT - '..® t�' • .meq �, s r( a r a AOOIV Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631)477.0005 Fax 3 manor. `��✓ `"� � � +� ..—.'"".}r` s �'���N s � P„ +, •,�'M � P % \f All... %. 1,2 .• ` f o /� o ��/�r J P o LMI01 o• , a s . ,w r J s r r J y I' f � Jb sM" '�•:"^�."•".'• ��"'�` O T,.... —�— "M ": COUNTY OF SUFFOLK 0' N rar�cE ry MK..n toxo sEcr,va w-- D Service Am 'yQ064w e ,.rnev z..,Drnw fw.e o.e v ,,,,,v,. a0unglD E ds+ninmwo.w.ruv,d asn A ry w..�— _— _— �_ . •'• '� s " ed,tt.+on Rh.Al.nanN.11 IItW f,iltM C0.MY iNi wv 6 wOa,EU ____ 8 � OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 5, 2022 Re: LWRP Coastal Consistency Review for FOUNDERS LANDING BOAT YARD, LLC SCTM# 1'000-64-3-11 Costello!Marine Contracting Corp. on behalf of FOUNDERS LANDING BOAT YARD, LLC requests a Wetland Permit to reconstruct previously existing 24,5'x59' building#5 and 24.5'x34,5' building#6 that were destroyed by afire on 6/10/2021. Located: 1000 Terry Road, Southold. SCTM# 1000- 64-3-11. 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 proposed ;action is CONSISTENT with the Policy Standard's and therefore is CONSISTENT with the LWRP. This recommendation is made with the following consideration: 1. The proposed buildings are located with FEMA structural hazard areas (Limit of Moderate Wave Action). Due to the improvements on site and function of the buildings, there is little ability to relocate the buildings outside of the area. 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: Damon Hagan, Assistant Town Attorney F 1 John G. Stein,Chairperson ► Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 lip Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., April 6, 2022 the following recommendation was made: Moved by John Stein, seconded by Shannon Wright, it was RESOLVED to SUPPORT the application of FOUNDERS LANDING BOATYARD LLC to reconstruct previously existing building #5 and building #6 destroyed by fire on June 10, 2021. Located: 1000 Terry Rd., Southold. SCTM#64-3-10&11 Inspected by: John Stein Vete of Council: Ayes: Carol Brown, Maggie Merrill, John Stein, Shannon Wright Recused: Caroline Burghardt Motion Carried Town Hall Annex John M.Bredemeyer III,President ° c. . ,'` 54375 Main Road Michael J.Domino,Vice-President P.O.Box 1179 James F.King,Trusteei -a'. Southold,New York 11971-0959 t Dave Bergen,Tsuatee Telephone(631)766-1892 Charles J.Sanders,Trustee ��! ;�, l Fax(631)766-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD -- Office Use Only ,Coastal Erosion Permit Application Wetland Permit Application Administrative Permit _Amendment/Transfer/Extension Received Application: 2,16,Z2— eceived Fee:$ 25� �� E CompletedApplication Incomplete SEQRA Classification: - 222 Type I EB 1 Type II Unlisted 0 y oordination:(date sent) LWRP Consistenc Assess ent Form YZ qj Southold lawn AC Referral Sent:, 31 Z ZZ Elf-Ra!of Trustees J Date of Inspection: 4• S•Z?� �.r� Receipt of CAC Report: ~Lead Agency Determination: 4Technical Review: _ _Public Hearing Hei — d, T-13, 7- _Resolution:_ I Name of Appl icfint FOUNDERS LANDING BOAT YARD,LLC Mailing Address PO BOX 2124,GREENPORT,NY 11944 .i Phone Number:( ) (631) 477-1199 Suffolk County Tax Map Number: 1000 - 64-3 11 Property Location: 1000 TERRY ROAD, SOUTHOLD (provide LILCO Pole#, distance to cross streets,and location) ' AGENT:COSTELLO MARINE CONTRACTING CORP. (If applicable) '{ Address: PO BOX 2124,GREENPORT,NY 11944 i Phone:(631) 477-1199 Sep, 7 Board of Trustees Applicttiou GENERAL DATA Land Area(in square feet): 55,091 square feet Area Zoning: MARINE II Previous use of property:COMMERCIAL MARINA Intended use of property:SAME-NO USE CHANGE Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? —Yes X No Does the structure(s)on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date TRUSTEES PE LMT#$66_ 8/19/15 DEC #1-4738-00474/00005 8/3/15 USACE#NAN-2015-01015-EYR 10/16/16 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes,provide explanation: Project Description(use attachments if necessary): RECONSTRUCT PREVIOUSLY EXISTING BUILDINGS#5(24.5'X591)AND BUILDING#6(24.5'X34.51) DESTROYED BY FIRE ON 6/10/2021. Board of Trustees Applias,&�mLpn WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: RECONSTRUCT PREVIOUSLY EXISTING BUILDINGS#5 (24.5'X59')AND BUILDING#6(24.5'X34.5')_ DESTROYED BY FIRE ON 6/10/2021. Area of wetlands on lot: N/A square feet Percent coverage of lot: N/A % Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes,how much material will be excavated?N/A cubic yards Flow much material will be filled? N/A cubic yards Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the area of operations: N/A _ Manner in which material will be removed or deposited:ANY EXCAVATION INVOLVING THIS PROJECT WILL BE TO INSTALL THE CONCRETE FOOTINGS.ALL FILL WILL REMAIN ONSITE.THE BUILDINGS PERIMETER WILL BE TRENDED WITH A SMALL EXCAVATOR. 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): ALL WORK WILL BE PEFORMED LANDWARD OF AN EXISTING BULKHEAD THE WORK AREA WILL HAVE CONSTRUCTION FENCING AND/OR HAYBALES TO ENSURE NO CONSTRUCTION DEBRIS ENTERS THE WATERWAY. 67 7.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part.l-Project and Sponsor Information Name of Action or Project: FOUNDERS LANDING BOAT YARD, LLC- BUILDING RECONSTRUCTION Project Location(describe,and attach a location map): 1000 TERRY ROAD, SOUTHOLD, NY 11971 SCTM#1000-64-3-10&11 LAT/LONG:41°3'38.2883"N/72°24'53.5921"W Brief Description of Proposed Action: RECONSTRUCT PREVIOUSLY EXISTING BUILDINGS#5(24.5'x29')AND BUILDING#6 (24.5'X34.5') DESTROYED BY FIRE ON 06/10/21. Name of Applicant or Sponsor: Telephone: (631)477-2700 FOUNDERS LANDING BOAT YARD LLC, c/o Jane Costello E-Mail: info@theboatyard.net Address: PO BOX 2124 City/PO: State: Zip Code: GREENPORT NY 11944 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 Z ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ TOWN OF SOUTHOLD 3.a.Total acreage of the site of the proposed action? 1.26 acres b.Total acreage to be physically disturbed? 0.01 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2.79 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑industrial ❑✓ Commercial ZResidential(suburban) ❑Forest ❑Agriculture ❑✓ Aquatic ❑Other(specify): ❑Parkland Page I of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? --- LIM, 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? V 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? PNOYES If Yes,identify: _ r,—-, 11 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO 1� 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? .1 ff 9.Does the proposed action meet or exceed the state energy code requirements? 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: �j 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment:_ _ ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? n/ b.Is the proposed action located in an archeological sensitive area? L�sI M 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO 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: d/ _ 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Q✓ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban R]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? J 16.Is the project site located in the 100 year flood plain? NO YES _ 1 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO [:]YES [71 ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: NO [-]YES Page 2 of 4 �Y l 8. Does the proposed action include construction or other activities that result in the impoundment of 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? If Yes,describe: _ _ _ �_ n ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE /— Applicant/spoor ame:Jane O IIO Date: o? Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Paint 2. Answer all of the,following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? u 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? U S. Will the proposed action result in an adverse change in the existing level of traffic or Elaffect 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 f`I O reasonably available energy conservation or renewable energy opportunities? l__J 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ F1 waterbodies,groundwater,air quality,flora and fauna)? u Page 3 of 4 ra 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 1:1problems? 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. FJCheck 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 ofPreparer(if different from Responsible Officer) PRINT I Page 4 of NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY a Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 E:(63.1)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT August 3, 2015 The Boatyard at Founder's Landing Inc. PO Box 2124 Greenport,NY 11944-21.24 Attn: Jane Costello Re: NYSDEC Permit#: 1-4738-00474/00008 The Boatyard at Founder's Landing Inc., 2700 Hobart Rd., Southold SCT1VI#1000-64-3-10& 11f- _...w. _ _ _. Dear Ms. Costello; Based on the information you submitted, the New York State Department of Environmental Conservation has determined that the portion of the above property landward of the functional bulkhead greater than 100 feet in length,as shown on the copy of the survey prepared by Robert H. Fox, dated 4/20/05,which was constructed prior to August 20, 1977, as evidenced on the copy of the survey prepared by Roderick Van Tuyl,dated 2/14/77,and on Tidal Wetland Map.#716-548, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised,no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that a).l precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between thejurisdictional boundary and your project(i.e. a 15' wide construction area)or erecting a temporary fence,barrier,or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, 266/g vans Regional Permit Administrator cc: BOH-TW NEVIYORK Department of STATF OF OPPOgiU`117Y Environmental Conservation Burd of Trustees Application County of Suffolk State of New York Jane P. Costello,Member BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO'HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INLUDING 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. ignature of Property Owner Yt- SWORN TO BEFORE ME TRIS DAY OF Ad rva-f 20 Notary Public LYNN E STEVENS Notary Public-,State of New York NO nl ST6269424 Qualifieei in Suffolk County Commission Expires t APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM � i The Tov nn of Southold's Code of Ethics_Drohibits conflicts of interest on the parrof town officers and cuipinyecs.The immosc of this form is to Pfovidc information which can alert the town of possible aonflicis of interest and allow it io take whatever action is Ltecessary to avoid same. YOUR NAME: POUNDERS LANDING BOAT YARD,LLC . (Last name,first name,apiddle 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 j 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 hiterest."Business interest"means a business, including apartnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO — i 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 N/A Title or position of that person N/A 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): N/A A)the owner of greater than 5%of the shares of the corporate stock of the applicant } (when the applicant is a corporation), N/A B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); N/A C)an officer,director,partner,or employee of the applicant;or N/A D)the actual applicant. DESCRIPTION OF RELATIONSHIP a Submitted this day of 20QA Signature Print Name E P COSTELL0,MEMBER Form TS 1 f APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Costello Marine Contracting Corp (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Caroline Burghardt Title or position of that person Permit Assistant Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) X C)an officer,director,partner,or mploye of the AGENT or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of 0L4 Signature GLs�t Print Nam ane Costello for Costello Marine Contracting Corp. _""Board of Trustees Applicai' i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: A r-%rI%T,r.CIS y 33 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 C. -- 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: FOUNDERS LANDING BOAT YARD, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to reconstruct previously existing 24.5'x59' building #5 and 24.5'x34.5' building #6 that were destroyed by a fire on 6/10/2021. Located : 1000 Terry Road, Southold. SCTM# 1000-64- 3-11 TIME & DATE OF PUBLIC HEARING : Wednesday, April 13, 2022 — 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 Glenn Goldsmith,President 'oIFF014, Town Hall Annex A.Nicholas Krupski,Vice President �� Gym 54375 Route 25 Eric SepenoskiH P.O.Box 1179 Liz Gillooly p ® Southold,NY 11971 Elizabeth Peeples y�j01 �,a�� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of FOUNDERS LANDING BOAT YARD, LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING ASWEHI INL D t' Tif- 'T "JS-�,S-EY' 1V 1 'S-l"RFQ QLTI�. �I UBLIE� IAuI11G`IJ�AT" - ()11PLET TS0TT DA:Y OldA`TEIz': residing at/dba ata momWt 1q44being duly sworn, dep se and say: That on the I 4 day of Ar( , 202a , I personally posted the property known as 10e106feW la by placing t e Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,April 13,2022. Dated: ( ' afore) Sworn to before me this //I'' day ofip(rl 20 c_)D, LYNN E ofSTEVENS Notary Public-Statetateof New York Not Public NO.OJST6269424 Qualified in Suffolk Coynty commission Pxpues y-o�Y doo7 Client: Founders Landing Boat Yard, LLC Job Site Address: 1000 Terry Road, Southold Date: April 1, 2022 NOTICE OF HEARING POSTING PHOTOGRAPHS NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a public Hearing will be held by the Southold Town Boar9 of Trustees at the Town Hall,53095 Main Road,Southold,New York,concerning this prop-1, OWNER Sl OF RECORD:FOUNDERS LANDING BOAT YARD,LLC „ r SUBJECT OF PUBLIC HEARING: For a Wetland Permit to reconstruct previously existing 24.5'x59'building#5 and 24.5'x34.5'building#6 that were destroyed by a fire on 6/10/2021. Located:1000 Terry Road,Southold. SCTM#1000 64- 3-11 TIME&DATE OF PUBLIC HEARING: Wednesday,April 13,2022- 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 wvavr.southoidtownny.gov and/or in the Trustee OtFce until to the day of the hearing during-crmaI business da s between the houn of "n and 42 nn `y BOARD OF TRUSTEESTOWN OF SOUTHOLD'(631)765-1892 aI ir H a+. ti^ � x t - . s -'y r 4 f 4 �rt I 't r rt Prepared by: Costello Marine Contracting Corp. 2 423 5th Street, PO Box 2124, Greenport,NY 11944 (631)477-1199 Phone (631)477.0005 Fax I PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS i 1 I Name: Address: Allan Goldsmith (2620 Hobart Road)(SCTM#1000-64-3-9) 4824 San Carlo Court,Naples,FL 34109 DWMD,LLC (1080 Terry Lane)(SCTM#1000-64-3-12) 1630 N Ocean Avenue,Holtsville,NY 11742 Patricia DiCarlo (1150 Terry Road)(SCTM#1000-64-3-13) 3 Driftwood Court,Shoreham,NY 11786 Peter M.011en Trust (2845 Hobart Road)(SCTM#1000-64-3-12) 75-26 Bell Blvd.,Apt 5E,Oakland Gardens,NY 11364 Matilda Sule Irrevocable Trust (2745 Hobart Road)(SCTM#1000-64-5-33) 32-30 73rd Street,East Elmhurst,NY 11370 Charles S.&Concetta Josinsky (2945 Hobart Road)(SCTM #1000-65-1-15) 5 Bensin Drive,Melville,NY 11747 STATE OF NEW YORK COUNTY OF SUFFOLK Jane P.Costello ,residing at D?B/A Costello Marine Contracting Corp. PO Box 2124,Greenport,NY 11944 ,being duly sworn, deposes and says that on the 4th day of April , 20 22_,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 there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Greenport11944) _ , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. 1-21 Sworn to before me this Day of Agrd , 202 oa'C�Fs-l' LYNNE STo f NS Nokary Public-Statee of New York _ NO,Q1ST6269424 Notary Public QuaUfied in Suffolk County -commission Expires 9-a___ `I NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Founders Landing Boat Yard,LLC SCTM#1000-64-3-11 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: RECONSTRUCT PREVIOUSLY EXISTING BUILDINGS REFERRED TO AS BUILDING#5 (24.5'X591)AND BUILDING#6(24.5'X34.51) WHICH WERE DESTROYED BY FIRE ON 6/10/21. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 1000 TERRY LANE, SOUTHOLD,NY 11971 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wednesday,Apriil 13,2022 at or about 5:30pm You may contact the Trustees Office at 765-1892 or in writing. Y g The above-referenced proposal is under review of the Board of Trustees of the Town of I Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: Founders Landing;Boat Yard,LLC � MAILING ADDRESS: PO Box 2124, Greenport,NY 11944 PHONE #: (631)477-2700 AGENT: Costello Marine Contracting Com MAILING ADDRESS: PO Box 2124. Greenport,NY 11944 PHONE #:L631) 7 Enc: Copy of sketch or plan showing proposal for your convenience. °1 Rv OM Nunn Rd pe Z II � •' r N. �..-- ° t PrP I � • i sa�j°� � BEIXED111 3 °q° ESTATE �Qo ' m °e SOUTH Ot ) ,.. ..., .. n I � PROPOSED: 3TMOREIAND ° PROJECT LOCATION RECONSTRUCT PREVIOUSLY EXISTING BUILDINGS X5(24.5'x 59')AND e. , 4 t°3'38.2896"N 72°24'53 5932"W BUILDING 86(24.5'X 34.5')DESTROYED BY FIRE ON 06/ 0!2021. e° Pin°N.ck R0 v o cu•Ix Ar° S YY4rrr ACCESS: °s I 1 j BY LAND THRU APPLICANTS'PP.OPEP.TY REYD APPLICANT:FOUNDERS LANDING BOATYARD,LLC. ADDRE55: P.O.BOX 2124 VICINITY MAP GREENPORT,NY 1 1944 PREPARED BY:K5 REVISED BY:K5 JOB 51TE: I DOC)TERRY LANE C05TELLO MARINE CONTRACTING CORP. 50UTh0LD.NY 1 1971 P.O BOX 2124,GREENPORT,N.Y. 1 1944 SCTM: N 1000-64-3-1 I (G31)477-1199 (SHEET I of 14) DATE: 03/23/2022,01/14/2022 �3 6 ADJACENT PROPERTY OWENERS dy �` Oj Yom,U-C LANDING BOAT ALLAN084 SAOLDSMITH DWMD N CARLO COURT 91 30 NLLOCEAN AVENUE r�3 v P.O. BOX 2124 NAPLES,FL 34109 HOLTSVILLE,NY 1 1742 GREENPORT,NY 11944 (2620 HOBART ROAD) (1080 TERRY LANE) n (2700 HOBART ROAD) (SCTM# 1000-G4-3-9) (SCTM# 1000-G4-3-12) (SCTD,+.# 1000-G4-3-1 O) ® PATRICIA DICARLO 5 MATILDA SULE IRREVOCABLE ©PETER M.OLLEN TRUST 3 DRIFTWOOD COURT TRUST 75-2G BELL BLVD.,APT.5E s SHOREHAM,NY 11786 32-30 73RD STREET OAKLAND GARDENS,NY 1 1364 (1 150 TERRY LANE) EAST ELMHURST.NY 1 1370 (2845 HOBART ROAD) (SCTM# 1000-G4-3-13) (2745 HOBART ROAD) (SCTM# 1000-G5-1-14) 5 © (SCTM# 1000-G4-5-33) 2 � 7 OCHARLES 5. 4 ®SOLTTHOLD PARK DISTRICT OI I CONCETTA JOSINSKY P.O. BOX 959 5 BEN51N DRIVE SOUTHOLD,NY 1 1971 �vb MELVILLE,NY 1 1747 (1025 TERRY LANE) e ®r (2945 HOBART ROAD) (SCTM# 1000-G5-1-19.1) p (SCTM# 1000-G5-1-15) e LOCATION MAP APPLICANT:FOUNDERS LANDING BOATYARD,LLC. ADDRE55: P.O.BOX 2124 PREPARED BY:K5 REVISED BY:KS ORA 1 1944 JOB SITE: 1 1000 000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. SOUTHOLD,NY11971 P.O BOX 2124,GREENPORT,N.Y. 1 1944 SGTM: #I 000-r.4-3-I I (G30477-1199 (SHEET 2 of 14) DATE: 03/23/2022,01/14/2022 \ y \ y 2`O FIRM ZONE BOUNDARY LINE A 0\ aN SCALED FROM FLOOD INSURANCE \\p RATE MAP � h --- a HODART ROAD ` L LIMIT OF MODERATE WAVE ACTION �� ah 200.76' `\ 5510281,401E O A. I \ 77.4' " 0O 0 ZS CF- ON �. t \ • t Ali O Wl 5HORELINE AS SHOWN 0 — Otp ON MAP OF Z V N'd- ' FOUNDERS ESTATES° 0J 4 mlm C OTHER OLD MAPS \ Q g ' �N 1 \ v p m ` \ �y o Z) CD t \ \ �O t \ \ 2 / t � l TOWN OF SOUTHOLD TO \ LIMIT OF MODERATE t JEANETTE GOLDSMITH 1954 as WAVE ACTION t GRANT OF LAND UNDER WATER N. SOUTHOLD RECORDS PAGE 323 ` t I \� t ` t t -------------- -- --------- ---------� N47°08'20"W 200.20' APPLICANT:FOUNDERS LANDING BOATYARD,LLC. EXI5TING SITE MAP ADDRESS: P.O.BOX 2124 GREENPORT,NY 1 1944 PREPARED BY:K5 REVISED BY:K5 0 30' JOB 51TE: 1000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. 6wnmiiiA SOUTHOLD,NY 1 1971 P.O BOX 2124,GREENPORT,N.Y. 1 1944 30 5CTM: #I 000-G4-3-1 1 (631)477-1199 (5HEET3of 14) DATE: 03/23/2022,01/14/2022 \ y J�Q yd\Zp Z y\r 2d FIRM ZONE BOUNDARY LINE AS 0\ 6N 5CALED FROM FLOOD IN5URANGE \\p RATE MAP - ter_-----� HOBART ROAD �\ � LIMIT OF MODERATE -/� \\ � WAVE ACTION \ '— \a-------- i 551°28'40"E 200.76 \ \77.3' ' 77.1' \ .- L I \, g \\ -,\o . p00\N 0 O UJI SHORELINE AS 5HOWN C\ ZA5 \ Z 01p ON MAF OF _()Cn NI'd; "FOUNDERSE57ATE5° \\l` p J mlm 8 OTHER OLD MAPS Q¢o o �.m \2 6' w�- _ , I \ \ � o�� \ \ ° �° i ksl ITOWN OF 5OUT11OLO TO \\ ,� i LIMIT OF MODERATE AN FE GOLDSMITH 1954 WAVE ACTION � GRANT O ANT OF LAND UNDER WATER , 5OUTHOLD RECORDS PAGE 323 i I I �\ -- -N47008'20"W 200.20' - - APPLICANT:FOUNDERS LANDING BOATYARD,LLC, 51TE PLAN ADDRE55: P.O.BOX 2124 GREENPORT,NY 1 1944 PREPARED BY:K5 REVISED BY:KS 101----����30' JOB 51TE: 1000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. ® 5OUTNOLD,NY 1 1971 P.O BOX 2 124,GREENPORT,N.Y. 1 1944 ' 5CTM: #100044-3-1 1 (631)477-1199 (SHEET 4 of 14) DATE: 03/23/2022,01/14/2022 SLAB: J8.1� •• G'POURED CONC. +8'TOP OF CONC.WALL ELEV. II II • 2'ABOVE EXISTING GRADE ON -`—`---_------ FILLED WELL TEMPERED BASE 2'-O✓n" 2'-2%" REINFORCED W/#4 REBAR 12" O.C.BOTH DIRECTIONS 3' I O' 7'-3" -------------- -- t Yl✓ %i irGC %/C`>'r TOP OF CONC.WALL v { ti;...``...o:';".. /r - ELEV.+8'Y ±4'EXISTING GRADE :l TAMPERED FIl1 FOUNDATION WALL: o N 12' N LllILIII_I�Lfl-IL �LILI�-11TL1 / Y1 ✓lh�/� 1 � .REI FORCED W/N4 REBAR 8"THICK POURED CONG. +6'F.F.ELEV.,� L-!hI,'II �i��(L1E�IIL-I i! 11-i11_ •v :i!/U``y 11 =1r lfl m !j:yTY!.../ifr%Y 4 EXTERIOKTEXPOSURE NSza ��IIcc^ ------ ±4'EXISTING GRADE +3_FROST -IN E-T=I1 •2'INTERIOP EXPOSURE I 11= 1-I 111_11=11� II SIC IL ILII-IIJ IFIL 11 ISI I 11�LI 111=1 11-I �I� L=1 (Ill=1Jr� zmr - - 4'x5' P�IjREdC(�N� 1 - _ �I I�!L 11 II i. 1. _ FOOTING: `-S II_IT 111-IFII 1 11 HI I�IFIII -Tl-f�l _ I �{I LANDING W/STEP 8" �I �!_ (POURED I O'x20'POURED CONC.-Mil ILL��1T TF .W=��II�-IIHIl= IH rt T 12'x24'FOOTINGW/KEYWAY I!�IfFII IIIf=II- 0111 11- IIFII ISI-�I IIF �II� III-If�IF 114 )I1 11 IT • REINFORCED W/NG REBAR TT1 r- L �SERd 1 1"TREAD _!� �I -LRAMP(6%SLOPE) ) -II�Itl=ll�ll�'1 =11 III—III—II�.I!. Z 2' .LI— lL—ILt— LI.{PJ w utAD —)- — • MUST SIT BELOW FROST UNE �� f � II II 1i 11�I III�If�1� ��T_In-""�I--I1f-71 Ir-II II I I 1-41 . ISI FOUNDATION DETAILS FOUNDATIONN ELEVATION DETAILS ®4 �' V-4' 20' 20' FOUNDATION SECTION VIEW t -4'D(.G"RNA.�DJ n.-..v�.',�rmc.fi�✓���on7Y1,�,:,�:o/-v..,��,`n'ti-.,"c:r.:/.cy...�-.:�v' ,—�:c/.Y.r.%,<—:.�.i�:t'.1,cn•..t`^s�:Y�,,F:✓.•,.i,te,3<r.>�T.vA:•rM:.nP:E;rR•�E,;Doru..-..L,.-n,y r.�T�!,�Y1.�:.i:1`.�,��'/<,i�.`!1:'1:��..�o�."—,/��:Z./,F.-�ra•6i�G.�1,.��.r..�.Ki.�-�,..y.%k,�i�r-/si�Y.�..//�.u..-,4C`/!.//�..�.,`i,��`:i`,t,i', >�<�°,"�•',1�''.,�cT....A;.nM><sP,�ER�EKD�z.Fr.I..L;,L:/t./Y.�"'�:��.Yr,,✓,..Ki\.�.,.�.�.,�,C`rY��'vn``f�.:✓ GRADE :r.`: •`,`G.Y,�:�-5.a.i/.,�.>e..�� _..i4ce'D" (.GRAD E FIL YEN= 29' 3' GO'-G" 4'x S'I I"OVERALL PATIO ----------------- ----------------------------------------� I -----:-==-�--------- =--=--=---- y---.a----�-.-- -- I q ° 4 I I a' a a e. . 4° a c n a I I G"POURED CONC.SIAB ^ as I O N 4 a cm d 4 I. ° a a J , Qa a ,a pl e t N ° 4 I < . d a s ° e ed I �- ----- ---- -�-�.=--------------------- -`- -- - --� t- 7. ---------------- ----------------------- ---------I 4'x 5'1 1"OVERALL PATIO 4'x 5'1 1"OVERALL PATIO x 5'9" 3' 31'-G" 3' 54'-G" OVERALL PATIO iv APPLICANT:FOUNDERS LANDING BOATYARD,LLC. P.O.BX 2124 FOUNDATION PLAN ADDRESS: GREENPORT,NY 1 1944 PREPARED BY:K5 REVI5ED BY:K5 0I��10' JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. �I SOUTHOLD,NY 1 1971 P.O BOX 21 24,GREENPORT,N.Y. 1 1944 V-10, 5CTM: #1000-G4-3-1 I (G3])477-1199 (SHEET 5 of 14) DATE: 03/23/2022,01/14/2022 34'-6" 59' 3'-59." 3'-56A" 6" 8'-Ev," 6'-8'!a" 7-1IYn 3' I I' 8' 6'-6" S' O-6" S' 10'-6" =C N e 30 (V-1-F © ( 0 33-6" cn DOUBLE SLIDING d 11) BARN DOOR5 4- 4 .de $ � ° . = . .. = . . .m coN iv N d ' e ' N � I wJ ® ® tLv G It30. 8'-9" 8' 13'-3' . '3° o'_S" 8' 5'-6" 8' 5'-6" 8' 10' N 1 6 3 1 6" 3 N 34'-6"BLDG.#6 OVERALL 59'BLDG.#5 OVERALL 93'-6° TOTAL OVERALL FLOOR PLAN KEY FLOOR PLAN NOTES I. FLOOR PLAN CONSISTS OF TWO 5EPERATE BUILDINGS JOINED DOOR TOGETHER AND MUST BE CONSTRUCTED AS SUCH. 2. BUILDING#6 AND#5 WILL BE 5EPERATED BY BARN DOORS o WALL 3. PRE-FABRICATED STEEL BUILDING TO BE SUPPLIED BY NUCOR OR APPROVED EQUAL PROPOSED WINDOW SCHEDULE WINDOW 4. BUILDING SUPPLIER TO SUBMIT SIGNED AND SEALED ENGINEERING DRAWINGS FOR APPROVAL TAG MAKE/MODEL UNIT DIMS RIC QTY _a BARN DOOR S. BUILDING ERECTION TO BE PERFORMED BY CONTRACTOR APPROVED ANDERSEN W 8'-0" W 8'-0Y" 7 BY SUPPLIER AND ALL TRADES COORDINATED WITH OWNER SLD6050-2 H 5'-O" H 5-04," ANDERSEN W 2-1 1 we W 3'-0Y" ® A1431 H I'-8 Y° H 1'-9° 3 ANDERSEN W 3`-5%" W 3'-6 Y," 2 TW3452 H 5'-4'Y," H 5'-4%" ® ANDERSEN H 2217)V H Z-8' 4 FLOOR PLAN ADDRESS P.O.BOXR21LANDING BOATYARD,LLC. PREPARED BY:KS REVISED BY: E11944 COSTELLO MARINE CONTRACTINGG GREENPORT,NY JOB SITE: 1000 TERRY LANCORP. �._�0. SOUTHOLD,NY 1 1971 P.O BOX 212-4,GREENPORT,N.Y. 1 1944 SCTM: #1000-64-3-1 I (G31)477-1199_ (SHEET 6 Of 14) DATE: 03/23/2022,01/14/2022 --- AD------------ Ar .. BLDG.#G=510.75 5Q.FT. ; BLDG.#5= 13G3 5Q.FT. i i i ISI i n to i F� e 6 a 5 b 3 5 Y b i ----—--------------------------------—--------------------------------------------------------------------- --------------------—------------------ ELECTRICAL KEY ELECTRICAL NOTES ,Sr I 10 VOLT GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET I. ALL OUTLETS TO BE ON GFI CIRCUIT AND MUST BE ELEVATION+10' a I 10 VOLT WATERPROOF GFI DUPLEX OUTLET 2. ALL INTERIOR OUTLETS SPACED 4'APART LED LIGHT 3. ALL EXTERIOR OUTLETS TO BE ON GFI CIRCUIT AND WATERPROOF SINGLE POLE SWITCH 4. ALL INTERIOR LIGHTING MUST BE LED,CENTERED ON ROOM AND SPACED EQUALLY THREE-WAY SWITCH 5. ALL EXTERIOR LIGHTING MUST BE DARK 5kY COMPLIANT CIRCUIT BREAKER PANEL G. VERIFY ALL ELECTRICAL LOCATIONS W/OWNER WALL MOUNTED LIGHT c ELECTRIC METER PROPOSED ELECTRIC PLAN ,o. APPLICANT:FOUNDERS LANDING BOATYARD,LLC. ADDRESS: P.O.BOX 2124 �•_�� GREENPORT,NY 1 1944 PREPARED BY:KS REVI5ED BY:K5 JOB SITE: 1000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. SOUTHOLD,NY 11971 P.O BOX 2124,GREENPORT,N.Y. 1 1944 SCTM: #1000-G4-3-1 I (G31)477-1199 (SHEET 7 of 14) DATE: 03/23/2022,01/14/2022 VENTED CUPOLA(3) METAL PANEL ROOF I it l l I � � � � h l I I® l I l I + I � ®I� � PLANTER BOX(2) IIF INSULATED ,..a.. _p•.. .a..., 5 t e:.� METAL PANEL BUILDING #5 BUILDING #G WEST ELEVATION WEST ELEVATION METAL PANEL ROOF VENTED CUPOLA(3) Ell Ii LIN5ULATED N FEBI�f I S i I NEL IT,MI, f t I I II l �l I it 1 BUILDING #G BUILDING #5 EAST ELEVATION EAST ELEVATION APPLICANT:FOUNDERS LANDING BOATYARD,LLC. ADDRE55: P.O.BOX 2124 1944 PREPARED BY:K5 REVISED BY:K5 U 10, JOB SITE: 000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. � 50UTHOLD,NY 1 1971 P.0 BOX 2124,GREENPORT,N.Y. 1 1944 1"'10SCTM: #1000-G4-3-1 I (G31)477-1109 OHEET g o4 14) DATE: 03/23/2022,01114/2022 CUSTOM I G'x I O'CARRIAGE SWING \ DOORS QG 12 F9 a ° ° a BUILDING #G SOUTH ELEVATION - - CUSTOM 14'x I O'CARRIAGE SWING DOORS ®G 12 . . e BUILDING #5 NORTH ELEVATION APPLICANT:FOUNDERS LANDING BOATYARD,LLC. ADDRESS: P.O.BOX 2124 GREENPORT,NY 1 1944 PREPARED BY:K5 REVISED BY:K5 JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. �,t 5, SOUTHOLD,NY 1 1971 P.0 BOX 2124,GREENPORT,N.Y. 1 1944 SCTM: #1000-G4-3-1 I (G3))477-1 199 (5HEET 9 of 14) DATE: 03/23/2022,01114/2022 - s DESCRIPTION OF OPERATION: OUR FLOOD BARRIER DOOR DAMS CAN BE ADJUSTED TO FR MOST DOOR WAYS,IF YOU TO INSTALL AN EXTENSION POLE: WISH TO PROTECT A LARGER ENTRANCE SUCH AS A GARAGE OR PATIO DOORS YOU WILL THE PRODUCT CONSISTS OF A CENTER PIECE,AND TWO WINGS.THE REQUIRE TO INSTALL ONE OR MORE EXTENSION POLES(DEPENDING ON THE 51ZE OF YOUR • CORE A HOLE 55 MM(2.1')THICK X]GO MM(6.3`), WINGS SUDS IN AND OUT OF THE CENTER PIECE,ALLOWING THE OPENING).IF YOU ARE UNSURE HOW MANY BARRIERS AND EXTENSION POLESYOU REQUIRE • A METAL ROD 15 SECURED INTO THIS HOLE AND COMES TO SECURE YOUR HOME PLEASE REACH OUT TO US AND WE WILL GLADLY A5515T YOU FLUSH WITH THE GROUND. PANELS WIDTH TO BE ADJUSTED TO FRA RANGE LL DOOR OPENINGS. THE WINGS ARE LINKED TOGETHER BY A SCREW MECHANISM.THE • THE EXTENSION POLE CAN THEN CUPPED INTO PLACE IN MOVEMENT OF THE WINGS I5 CONTROLLED BY A RATCHET HANDLE. ROOD BARRIERS EXTEND FROM 720 MM- 1 100 MM.(30.7"-43.3') SECONDS. 31 DIRECTION OF MOVEMENT OF THE WINGS IS CONTROLLED BY A THE BARRIER HEIGHT IL LARGER THAN (N I 1 REVERSE BUTTON ON THE RATCHET HANDLE.SEALING OF THE DOOR IF YOUR ENTRANCE IS LARGER THAN 1100 RR YOU WILL REQUIRE TO INSTALL AN OPENING 15 MAINTAINED BY A PATENTED,INFLATABLE RUBBER TUBE EXTENSION POLE TO CONNECT MULTIPLE BARRIERS. ARRANGEMENT.THAT SURROUNDS THE EXTENDED FRAME. WHEN THE EACH BARRIER COMES WITH AN INFLATABIJ SEAL INSTALLED,AND ONE SPARE. PANEL 15 HELD IN POSITION BY THE EXTENDED WINGS,THE TUBE 15 ' DRAWING REFERENCE ONLY INFLATED BY A MANUALLY OPERATED,BUILT-IN,AIR PUMP.THE AIR > SYSTEM HAS ABUILT-IN AIR PRESSURE GAUGE. � p 3 4` 3 4`,_ SPECIFICATIONS: W z w • MAIN BODY: AB52100—GR 10 GLASS FIBRE REINFORCEMENT I ��° A ��•" • INNER MOULDINGS: POM M90-44 POLYACETAL • REINFORCEMENT: STAINSTEEL 304 i p LESS <' • GEAR SYSTEM: BRA55 0 • COMPRESSION SEAL:EPDM 40-50 SHORE A �z o • INFLATABLE SEAL: (PATENTED) I � ° c • PRODUCT ENERGY SOURCES: •• A)MANUALLY GENERATED(GEARED)LEVERAGE,FOR EXTENDING PANEL WIDTH- , •• B)MANUALLY GENERATED AIR PRESSURE,TO INFLATE RUBBER SEAL. 4 , 1 1'•4' 1"�8' IV EXTENSION POLE INSTALLATION NOTES I. FOLLOW INSTALLATION INSTRUCTIONS FROM MANUFACTURER. ENTRY WAYS PROTECTED ENTRY WAYS PROTECTED BY DAM EASY FLOOD GATE5 BY DAM EASY FLOOD GATES 2. VERIFY WITH OWNER PRIOR TO INSTALLATION p 3. SEAL HOLE FOR POLE EXTENSION WITH POLYESTER RE51N N LL p 10, APPLICANT:FOUNDERS LANDING BOATYARD,U.C. ADDRE55: P.O.BOX 2124 t•.to GREENPORT,NY 1 1944 PREPARED BY:K5 REVISED BY:K5 JOB 51TE: 1000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. FLOOD PROTECTION SOUTHOLD.NY 1 1971 P.O BOX 2124,GREENPORT,N.Y. 1 1944 5CTM: M 1000-G4-3-1 I (G31).477-1 199 (5rtEET I 0 of )4) DATE: 03/23/2022,01/14/2022 I:'ontihuous Ridge Vent Light Transmitting Panel ' t.> Perlin \ Ridge Vent . Roof Panel\ Peak Box Eave Trim iiaa R.ke.lisle, '+ snilp:�inA t Rake tG:ekw Sculptured -',,q I _ - a - EaveGutter Sidewall Girt .J,--' ,Eud%vall Girt _ Base.tngle J Base Trim Iva Patel 'Corner Trim _ APPLICANT:FOUNDER5 LANDING BOATYARD,LLC. ADDRE55: P.O.BOX 2124 GREENPORT,NY 1 1944 PREPARED BY:K5 REVI5ED BY:K5 JOB SITE: 1000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. INFORMATION 50IJTHOLD,NY 1 1971 P.O BOX 2124,GREENPORT,N.Y. 1 1944 SCTM: N 1000-G4-3-1 I (r.31)477-1199 (5HFET I I of !4) DATE: 03/23/2022,01/14/2022 The following Nucor Building Systems Specification Guide provides the owner or design professional a detailed description of all standard Nucor Building Systems(NI55)products.This guide 1.2.3. The building"eave height"shall be the distance from finished Floor to top is designed to aid the architect or engineer of record in the process of specifying the best budding of cave strut or purlm at the steel line.For buildings with curbs or column system solution. recesses,eave height shall still be measured from the finished-floor elevation. These comprehensive specifications cover many aspects of the N55 product line.Since it is possible 1.2.4. The"bay spacing"shall be the distance from center of primary frame to to apply the various NB5 products covered in this manual in many different ways,not all conditions center of primary frame for interior bays.End bays shall be the distance are addressed,and more detailed information is available.For the unique needs of an individual from outside face of endwall girt(steel line)to center of first interior project building design,please contact the N55 engineering team for assistance, primary frame. This guide incorporates,by reference,the latest edition of the MBMA Metal Building Systems Manual, 1.2.5. The"module spacing"on RMG-X buildings shall be the distance from published by the Metal Building Manufacturers Association(MBMA),to all Nucor project outside face of sidewall girt(steel line)to center of first interior column.It specifications. is also the distance from center to center of interior columns for interior spans. Notice:In keepmg with a program of continuous and never ending improvement all information 1.2.G. The'roof slope"shall be based on an order-specified vertical rise for contained herein 15 subject to change without notice. each 12"horizontal run unless othervnse stated(1/4"in 12"minimum for Nucor CFR1 and VRI G If-; 1/2"in 12"for Nucor Classic'roofs). I. General 1.3. Building Types 1.1. Scope 1.2. Dimensional Terminology 1.3.1. Solid web framing consists of members fabricated from shop-welded, 1.3. Building Types hotrolled steel sheets or plates and hot-rolled flat bars. 2. Design 1.3.1.1. Rigid frames(RCG)are clear span buildings with tapered sidewall columns. 2.1. Design Criteria They are commonly used for spans from 40 feet to over 150 feet. 2.2. Engineering Certification 1.3.1.2. Tapered beams(TCG)are clear span buildings suitable for smaller span 2.3. Non-Standard Design Loads buildings from 20 feet to GO feet wide.TCG buildings utilize straight 2.4. Auxiliary Design Loads sidewall columns and horizontal bottom flange rafters. 2.5. Load Combinations 1.3.1.3. frigid frames with interior columns(RMG-X)are multi-span buildings with 3. Anchor Bolts and Foundations interior columns(number of interior columns is designated by the"X").They 3.1. Anchor Bolts provide an economical advantage on buildings from 80 feet to over 300 3.2. Foundations feet wide. 4. Drawings 1.3.1.4. Single slope dear span(KC5)or mutti-span(RMS-X)buildings are available 4.1. General in width ranges similar to RCG and RMG-X as previously listed.All roof 5. Structural Framing drainage is taken to the low svdewalf. 5.1 General 1.3.1.5 Lean-to(LC5)or(LMS-X)buildings are similar to the smgle slope building; 5.2. Primary Structural Members however,the high side column has been eliminated.The lean-to rafter is 5.3. Secondary Structural Members supported by the main building frame,sidewall,or endwall column. 1.3.1.G TrussFrame buildings incorporate straight or tapered columns in combination with open-web rafters comprised of tee-section chords with double-angle web members.Frames may be either dear span or modular. I. General 2. Design 1.1.Scope 2.1. Design Criteria I.I.I. The budding shall consist of all primary and secondary structural 2.1.1. A11 structural steel sections and welded plate members shall be designed members,connection bolts,canopies,roof extensions,sheeting,trim, in accordance with the latest editions of the A15C Specification for flashing,doors,fasteners,gutters,downspouts,and other miscellaneous Structural Steel Buildings or C5A Specification for StructuralSteel items and accessories as specified,shown,or called for on Nucor Buildings(S 1 G)and the latest edition of the AWS D I.I and D 1.8 Budding Systems'drawings or order documents.Refer to the Latest Structural Welding Codes or C5A Welded steel construction(metal arc Edition of the Metal Building Systems Manual section entitled"Common welding)(W59),based on project location. Industry Practices"for the standards in which this guide Anil be used. 2.1.2. All light gage cold-formed Nucor will not provide items not specifically called for in the Nucor order structural members and exterior covering shall be designed in accordance documents. with the AI51 North American Specification for the Design of Cold-Formed 1.2. Dimensional Terminology Steel Structural Members(AI51 5100).All standards for the welding of cold-formed members are based upon the latest edition of AW5 D 1.3 I.2.I. The budding'width'shall be the distance from outside face of sidewail Structural Welding Code or C5A Welded steel construction(metal arc girt to outside face of svdewall girt(steel line to steel line). welding(W59),based on project location. 1.2.2. The budding"length"shall be the distance from outside face of endwall girt to outside face of endwall girt(steel line to steel line). APPLICANT,FOUNDERS LANDING BOATYARD,LLC. ADDPE55: P.O.BOX 2124 GREENPORT,NY 1 1944 PREPARED BY:K5 REVISED BY:KS JOB 51TE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. INFORMATION SOUTHOLD,NY 1 1971 P.O BOX 2124,GREENPORT,N.Y. 1 1944 SCTM: #1000-r.4-3-1 I (G3[)477-1 199 (SHEET 12 of 14) DATE: 03/23/2022,01/1412022 2.1.3. The primary and secondary framing and covenng shall be designed for all applicable loads and combinations of loads as set forth in the specified 3. Anchor Bolts and Foundations governing budding code for the order under consideration.This may be any of the standard model budding codes currently published,such as: 3.1. Anchor Bolts the International Code Council's International Budding Code(IBC)or the National Research Council of Canada's National Building Code of 3.1.1. Anchor bolts and base plates shall be designed to resist all column Canada(NBC).Additionally,many orders may be within states or reactions.Sizes used shall be as those shown on Nucor Budding municipalities that have their own amendments to the governing model 5y5tem5'drawings.The length and embedment anchorage of all anchor code or that have their own independent code. In this case,loads, bolts shall be the responsibility of the foundation engineer. deflection criteria,and load combinations will be determined in 3.1.2. Anchor bolts shall not be supplied by Nucor Building Systems and are the accordance with this governing local code.Specification of loads and responsibility of the contractor or erector to furnish. codes and design responsibility shall be as stated in the-Common 3.1.3. Leveling plates shall not be supplied by Nucor Budding Systems unless Industry Practices"section of the latest MBMA Metal Budding Systems specifically called for on the Nucor order documents. Manual.These"common industry practices"will apply regardless of the state,local,or model code chosen. 3.2. Foundations. 2.1.4. The appropriate code shall be specified at the time of the budding quotation. 3.2.1. Foundations shall be designed by a qualified registered professional engineer to accommodate the local sod conditions and meet building 2.2 Engineennq Certifications reaction requirements in addition to other loads imposed by budding use or occupancy.It shall be the responsibility of the Engmeer of Record to 2.2.1 All buildings shall be designed by or under the direct supervision of verify that the loading criteria defined on the Order Documents is registered professional engineers in accordance with the information adequate for the location of the project in question. specified to Nucor on the order documentation in compliance with the 3.2.2. Neither the foundation design nor the reinforcing steel shall be supplied -Common Industry Practices"section of the latest MBMA Metal Building by Nucor Budding Systems.It shall be the responsibility of the customer, Systems Manual.Nucor's sealing engineer is not the"Engineer of contractor,or erector to obtain these items. Record"for the project and cannot be construed as such. 2.2.2. Design calculations,certified by a professional engineer,may be 4. Drawings purchased with the order,rf requested. 2.2.3. A letter of certification,certified by a professional engineer,may be 4.1. General supplied with the budding quote proposal,rf requested.A letter of certification shall be provided with the order at the time the anchor bolt 4.1.1. Nucor Building Systems shall supply on all orders three sets of anchor plans are complete. bolt drawings and reactions. 2.2.4. All permit drawings shall be stamped with a professional engineer's seal 4.1.2. Nucor Building Systems shall supply on all orders three sets of final in the state of the budding location.Approval drawings will not be sealed. erection drawmgs.Upon request,Nucor Budding Systems shall supply Erection drawings will be sealed only if specifically requested by the three sets of permit drawings showing engineering design details,critical customer. clearances,key connection details,material specifications,and lateral load resisting elements such as bracing,diaphragm,and shear wall 2.3 Non-Standard Design Loads layouts. 4.1.3. Nucor Building Systems shall supply three sets of approval drawings on 2.3.1. All budding types shall be available with non-standard design loads as specified jobs.Approval drawings shall show budding layout,critical required by the local code or governing body provided these loads are clearances,critical details,and may include permit drawing information if specified on the order documents.Special dead,live,or wind loads shall requested.Final fabrication will not begin until approval dravnngs have be applied in the same manner as standard design loads for the type of been returned with appropriate release signatures or appropriate budding involved as long as MBMA design requirements are satisfied. instruction has been given to Nucor to release the project using a Change Order. 2.4 Auxiliary Design Loads 4.1.4. Nucor Budding Systems does not supply shop fabrication drawings for review or approval.As-built drawings are not provided by Nucor Budding 2.4.1. Crane and impact loads shall be applied in accordance with the latest Systems. editions of the AI5C Specification for Structural Steel Buildings,the CSA 4.1.5. Unless noted on the Nucor order documents,all drawings are issued on Specification for Structural Steel Buildings(S 1 G),the"Common Industry I I"x 17"paper stock.Full-size prints(24"x 3C")are available at an Practices"section of the latest MBMA Metal Building Systems Manual as additional cost. applicable,and the appropriate building code specified with the building 4.1 C. Nucor does not provide electronic drawing files or as-built drawings. proposal. 2.4.2. Seismic loads,for buildings in areas subject to earthquakes,shall be derived using the procedure set forth by appropriate budding codes specified on the Nucor order documents. 2.5 Load Combinations 2.5.1. Load combinations shall be per the appropriate budAPPLICANT:FOUNDERS LANDING BOATYARD,LLC.ding code. ADDRESS: P.O.BOX 2124 GREENPORT,NY 1 1944 PREPARED BY:K5 REVISED BY:K5 JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. INFORMATION SOUTHOLD.NY 1 1971 P.D BOX 2124,GREENPORT,N.Y. 1 1944 SCTM: #I 000-G4-3-I I , (631)477-1 195 (5HEET 13 of 14) DATE: 03/23/2022,01/14/2022 5. Structural Framinq 5.1 General 5.1.1. The term"primary structural"members or framing shall refer to any budtup, hotrolled,or cold-form columns or framing systems which transfer their loads directly to the structure's foundation. 5.1.2. The term"secondary structural'members or framing shall refer to any cold-form,hot-rolled,or built-up purlins,girts,struts,bracing,or beams which transfer their loads from the cladding to the primary structural ' member or framing to which they attach. 5.1.3. Unless otherwise specified,the minimum standard design thickness of structural framing members shall be as follows: • Webs of welded built-up members 0.125" • Flanges of welded built-up members — 0.155- Cold-formed 0.155- Cold-formed secondary framing members 0.000" • Cable bracing 0.250"/Rod bracing O.G25" Angle bracing 0.1875" 5.1.4. All hot-rolled sheet,plate,and strip steel used in webs from O.125"to 0.225"thick shall conform to the prowsrons of A5TM A-10 1 1 55 or H5LA5 Grade 55(55,000 psi minimum yield strength).All thicknesses greater than 0.230"(to 0.500"inclusive)shall conform to A5TM A-572 Grade 55(55,000 ksi minimum yield). 5.1.5. All hot-rolled flat bars used in flanges shall conform to the provisions of A5TM A-572 or A-529 Grade 55,with minimum yield of 55,000 psi. 5.1 G. All wide-flange,channel,and"5"shapes shall conform to the provisions of A5TM A-3G,A5TM A-572 or A5TM A-992(-W"shape only).All tube and pipe shapes shall conform to A5TM A-500,Grade B.All hot-rolled or cold-rolled sheet and strip steel less than 0.150"thick used in fabrication of cold-formed structural members shall be of ASTM A-101 1,Grade 55 (55,000 psi minimum),eld stress). APPLICANT:FOUNDERS LANDING BOATYARD,LLC. ADDRESS: P.D.BOX 2124 GREENPORT,NY 1 1944 PREPARED BY:K5 REVISED BY:K5 JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. INFORMATION SOUTHOLD,NY 1 1971 P.O BOX 2124,GREENPORT,N.Y. 1 1944 SCTM: #I C00_G4_3_I I (631)477-1 190 (SHEET 14 of 14) DATE: 03/23/2022,01/14/2022 Client: Founders Landing Boat Yard, LLC Job Site Address: 1000 Terry Lane, Southold, NY 11971 Date: 4/4/22 CERTIFIED MAIL RECEIPTS Postal ServiceTm U.S. Postal p RECEIPT, ! CERTIFIED D . ■ Er CERTIFIED ru l," Certified Mail Fee f Certified Mail Fee Extra Services&Fees(check box,add fee as appropriate) �/`Q, ,�---�.., �'c 1-3 Extra Services&Fees(check box,add fee as eppropnate)�I �q E]Return Receipt(hardcopy) $ //Q .J t•,� Return Receipt(hardcopy) $ �O f] ❑Return Receipt(electronic) $ ? � Postmark r3 O ❑Return Receipt(electronic) $-j T r P�tmark, UD Q ❑Certified Mall Restricted Delivery $ Here 11 ' O ❑Certified Mall Restricted Delivery $ �i y �,�Q- Here C:1 ❑Adult Signature Required $ S APR-- 42 I`L� � 0 ❑Adult Signature Required $ k-- M ❑Adult Signature Restricted Delivery,$ Cr'1 /)"rJ ❑Adult Signature Restricted Delivery$ \ -..r- C3Postage �61 /(c.✓ 0Postage ,S Total ,` `'�iti;`�s: Sent Allan Goldsmith $ DWMD, LLC r-qC3 4824 San Carlo Court '------------ � � z 1630 N Ocean Avenue �tiei , c)iy,� Naples, FL 34109 - � Holtsville NY 11742 Postal Service7" RECEIPTCERTIFIED MAILP M CERTIFIED MAILP RECEIPT Ln Domestic Mail Only Domestic mail only Certified Mail Fee r" Certified Mail Fee ,�V $ ",�r p $ Extra Services&Fees(check box,add fee as appropriate) f 0'� S Fxtra Services&Fees(check box,add ree as appropdate) Q 1/ !7ry ❑Return Receipt(hardcopy) $ , ❑Return Receipt(hardcopy) $ \ r1pp0stmarkk 0 ❑Return Receipt(electronic) $ Postmark Q�qn' 0 ❑Return Receipt(electronic) $ VJ r'iP11 {{,rt°1 �Q r ❑Certified Mall Restricted Delivery $ �{11 �P�'lere�2022 fir) []Certified Mail Restricted Delivery $ tC, l ($ lfij,(• o r O E]Adult Signature Required $ U 40 O []Adult Signature Required $ rJ- G�� []Adult Signature Restricted Delivery$ `� ❑Adult Signature Restricted Delivery$ Q7 \\\\ 0 Postage \ Postage 0 $ _ it --✓' p $ ✓` t-� Tr , T s Patricia DiCarlo �` $ Peter M. 011en Trust C3 _ --------"------ 0 1 75-26 Bell Blvd.,Apt SE s. 3 Driftwood Court ,ti Shoreham,NY 11786 Oakland Gardens,NY 11364 Prepared by: Costello Marine Contracting Corp. 423 5th Street, PO Box 2124, Greenport,NY 11944 (631)477-1199 Phone (631) 477-0005 Fax Client: Founders Landing Boat Yard, LLC Job Site Address: 1000 Terry Lane, Southold,NY 11971 Date: 4/4/22 CERTIFIED MAIL RECEIPTS PostalTM jU.S.'Postal Service CERTIFIED MAILP RECEIPT CERTIFIED MAILP RECEIPT ! O Domestic Only f� Domestic Certified Mail Fee Z' `�4 j 7,9 Cert fieri Mail Fee }i f, \u+ i Jt $ t ---, Q o $ ) r � F- .Services&Fees(check box,add tee as appropriate)` f I Extra Services&Fees(check box,add fee as appropriate) 7 '�1�' �O /„ QO ❑Return Receipt(hardcopy) $ ®c Co ❑Return Receipt(hardcopy) $ �� )- a Retum Recei t(electronic) $ --_- pQ �0 O ❑Return Receipt(electronic) $ < pQ\� Postmark p E]Certified Mail estricted Delivery $ l [a�" Here []Certified Mall Restricted Delivery $ w` \r Here J' O []Adult Signature Required $ Y� ❑Adult Signature Required $ i Adult Signature Restricted Delivery$ �� f []Adult Signature Restricted Delivery$ t��•'•-r O .� OO Postage E3 Postage - - - -- - — 0 $ M $ Tot � Tf $ se Charles S. &Concetta Josinsky $ Matilda Sule Irrevocable Trust ttr-=1 I---------------- r- ---------------- 5 Bensin Drive •-------------- I N � 32-30 73rd Street i � Sft � East Elmhurst,NY 11370c.. Melville,NY 11747 I ' Prepared by: Costello Marine Contracting Corp. 423 5th Street, PO Box 2124, Greenport,NY 11944 (631)477-1199 Phone (631)477-0005 Fax � F Town of Southold L'VMP 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 @Lction will be evaluated. as to its sib 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 6xylain6d in detail, listing both.supporting and non= IMortink facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning.Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 64 3 - 10& 11 PROJECT NAME BUILDING RECONSTRUCTION The Application has been submitted,to(check appropriate response): Town Board 11 Planning Board❑ Building Dept. F1 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: RECONSTRUCT PRE.VIOUSLYENISTING BUILDINGS#5(24.5W59)AND BUILDING#6(24.5 X34.5 DESTROYED BYFIRE ON 6110/2021. r Location of action: 1000 TERRYROAD,SOUTHOLD Site acreage: 1.26 ACREAS Present land use,,COMMERCIAL MARINA Present zoning classification: MARINE H 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:FOUNDERS LANDING BOAT YARD,LLC (b) Mailing address: PO BOX 2124, GREENPORT,NY 11944 (c) Telephone number:Area Code( )(631) 477.-2700 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes © No If yes,which state or federal agency?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, pkeserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LNM Section III—Policies; Page 2 for evaluation criteria. 0 Yes ❑ No ❑ Not Applicable We are requesting to reconstruct buildings that were damaged by afire. This is a commercial facility that is renting space to fisherman, oysterman, and boat builders. The entire property is making use of this location by engaging in water-dependent activities. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVM Section III—Policies Pages 3 through 6 for evaluation criteria Yes ❑ No ® Not Applicable s — This property has no significant historic resources. 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 building will be constructed in the same footprint, and with the same roof line as the previously existing buildings. The visual quality and scenic resources will not be affected by our proposal rivacn adumona slims ii nGcrossary 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'EJ No 0 Not Applicable Our proposal will not have any influence on the loss of life,structures and natural resources from,flooding and erosion. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of$outhold. See.LWRP Section III Policies Pages 16 through 21 for evaluation criteria Yes 11 No ®Not Applicable The proposal will not have any impact on the water quality or water supply of the Town of Southou 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 LWRaP Section III—Policies; Pages 22 through 32 for evaluation criteria. FlYes ❑No ❑✓ Not Applicable The property is a commercial marina where there is a significant amount of disturbance due to the boating activities.It is not an area for fish and wildlife habitats. There is no wetland vegetation on site Ourproposal is minor in nature and will not extend into fish or wildlife habitats. 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 Q Not Applicable This proposal will not have any impact on the air quality of the Town of Southold. Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No © Not Applicable This proposal will not degrade the environment with solid waste or hazardous substances. 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. LY.I YeA0 No❑ Not Applicable This is a commercial marina which provides, and will continue to provide, berthage for patrons so that they have an opportunity to engage in water-dependent activities Our proposal is minor in nature. Attach additional sheets if necessary WORDING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section 1111—Policies; Pages 47 through 56 for evaluation criteria. V Yes ❑ No ❑ Not Applicable This marina provides berthage for patrons so that they have access to the water to engage in water-dependent activities that are offered in the area. The general area is a waterfront community with a popular Town beach just feet away. There are swimming,fishing, water-skiing,sailing opportunities in this area. This site is utilized by water-dependent commercial entities such as Sea Tow, Wooden Boatworks, Fair Seas Marine Services. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters: See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No® Not Applicable ` Our request is minor in nature that it will have no influence on the sustainable use of living marine resources in the Long Island Sound, the Peconic Bay Estuary or the Town waters. 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 2 Not Applicable This proposal will have no impact on the agricultural lands in the Town of Southold. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable This proposal has no influence on the development of energy or mineral resources. PREPARED BY,&ne P. Costello TITLE Member DATE COSTELLO MARINE CONTRACTING CORP DOCKS - BULKHEADS • ROCK REVETMENTS • JETTY REPAIR • DECKS • BLUFF STAIRS • PILE INSTALLATION February 9,2022 D EC E 0 W E Southold Town Trustees ff8 10 262� PO Box 1179 S Southold,NY 11971 Southold Town Board of Trustees RE: Founders Landing Boat Yard LLC 1000 Terry Lane,Southold SCTM#1000-64-3-10& 11 Dear Trustees: We are requesting wetlands permit to reconstruct previously existing buildings#5 (24.5'x29')and building#6(24.5'X34.5')destroyed by fire on 6/10/21 at the above referenced location.Enclosed for your review are the following: • Wetlands Application(4 copies) • Short Environmental Form(4 copies) • NYSDEC Letter of No Jurisdiction dated 8/3/2015 (4 copies) • Project Plans(4 copies) • Property Survey(4 copies) • Site Photos(4 copies) • Check#in the amount of$250.00 If additional information is needed to process this application,please do not hesitate to contact me. Sincerely, Caroline Burghardt enclosures JOHN A. COSTELLO, President JACK F. COSTELLO, Vice President JANE P. COSTELLO, Secretary 423 FIFTH STREET• P.O. BOX 2124•GREENPORT, NY 11944.631.477.1199 (o) - 631.477.0005 (f) •OFFICE@COSTELLOMARINE.COM