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HomeMy WebLinkAboutTR-9890 Glenn Goldsmith,President �Qf S0 Town Hall Annex A- Nicholas Krupski,Vice President ,`O� ��� 54375 Route 25 P.O. Box 1 John M. Bredemeyer III Southold, New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams YO Fax(631) 765-6641 olyCOU BOARD.OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD UF-TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIG_ R TO COMMENCEMENT-OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pte-construction;`h'*. bale line/silt-boom/silt curtain 1St day of-construction- _ 'constructed When project complete, call fo"r compliance inspection; - -"pp0Ni otl: thMY K _14 a ,R J14 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK A PERMIT NO. 9890 DATE: MAY 19,2021 ISSUED TO: STRONG'S WEST MILL,LLC -T PROPERTY ADDRESS: 5780 WEST MILL ROAD,MATTITUCK SCTM#1000-106-6-13.4 AUTHORIZATION Mh Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 19,2021, and in consideration of application fee in the sum of$250.00 paid by Strong's West Mill, LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: I Wetland Permit to modify existing haul-out slip dimensions from 24' x 60' to 24' X 72' by welding 12 If extensions to two (2) existing steel travel lift rails over additional piling 15- si foundation; remove and replace existing 2' x 59'wood catwalk adjacent to easterly travel lift rail with 2 x 72'wood catwalk,and construct 2' x 25' extension to existing wood catwalk R4 adjacent to westerly travel lift rail; remove and replace (in-place) approximately 2161f of timber bulkhead with vinyl bulkhead,incidentally dredge up to 10 feet seaward off �22 reconstructed bulkhead to max. depth of 4' MLW,and use approx.38 cy spoil as backfill; remove 4' x+9' portion of existing 4' x 91' floating dock to accommodate prop. rail extension '0 N (4' x 82' portion of ex.float to remain),and remove and replace(in-kind/in-place) ex.+5' x 9' i 11 N platform leading to float(ex. 2.5' x 20' aluminum ramp between platform and float to be temporarily removed and reset); and maintenance dredge interior of modified haul-out2 slip ton`' -5'MLW (with max. 6" overcut),using approx. 93 cy spoil as backfill behind 4-0y,'I max. depth of reconstructed bulkhead; and as depicted on the site plan prepared by Jeffrey T. Butler,P.E., P.C.,dated March 22,2021 and stamped approved on May 19,2021. M ril fA 4_R 8 & IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these I presents to be subscribed by a majority of the said Board as of the 19th day of May,202 1.V,- 3101 i�q K R V 5 ' mpgF01 Z CD go W q 4,- 1'g I e0 J* fo A �M g� m TERMS AND CONDITIONS The Permittee Strong's West Mill,LLC, 5780 West Mill Road,Mattituck, 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 �QF sorry Town Hall Annex A.Nicholas Krupski,Vice President ,`�� ��� 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III [ Southold,New York 11971 Michael J.Domino N _Nr G Q Telephone(631) 765-1892 Greg Williams �0 �� Fax(631) 765-6641 �yC4UNTi BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 24, 2021 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: STRONG'S WEST MILL, LLC 5780 WEST MILL ROAD, MATTITUCK SCTM# 1000-106-6-13.4 Dear Mr. Herrmann: The Board of Town Trustees took the'following'actionAuririg its regular meeting held on Wednesday, May 19, 2021 regarding the above matter: WHEREAS, En-Consultants on behalf of STRONG'S WEST MILL, 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 March 26, 2021, 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 May 19, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 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 STRONG'S WEST MILL, LLC to modify existing.haul-out slip dimensions from 24' x 60' to'24' x 72' by welding 12 If extensions to two (2) existing steel travel lift rails over additional piling foundation; remove and replace existing 2' x 59'wood catwalk adjacent to easterly travel lift rail with 2' x 72' wood catwalk, and construct 2' x 25' extension to existing wood catwalk adjacent to westerly travel lift rail; remove and replace (in-place) approximately 216 If of timber bulkhead with vinyl bulkhead, incidentally dredge up to 10 feet seaward off reconstructed bulkhead to max. depth of 4 MLW, and use approx. 38 cy spoil as backfill; remove 4' x +9' portion of existing 4' x 91'floating dock to accommodate prop. rail extension (4' x 82' portion of ex. float to remain), and remove and replace (in-kind/in-place) ex. +5' x 9' platform leading to float (ex. 2.5' x 20' aluminum ramp between platform and float to be temporarily removed and reset); and maintenance dredge interior of modified haul-out slip to max. depth of-5'MLW(with max. 6" overcut), using approx. 93 cy spoil as backfill behind reconstructed bulkhead; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated March 22, 2021 and stamped approved on May 19, 2021. 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 Very t my yours, PJ41- Gn o dsm President, Board of Trustees GG/dd BASED ON ORIGINAL SURVEY B1': CII NATHAN TAFT GORWIN, LAND SURVEYOR LINE / SYMBOL LECND I rn 158b MAIN ROAD Ill PROPERTY LINE N' o JAMESPORT, NY 11941 o� DATUM: NAVD 1988 OF 1^ETLANDS ----f-----f-- ` co o DATED MAY Oct,2011 Q O BE RE1SMOVEDr/RELOGATED . AND � ................................... 1 � BASED ON GENERAL LAYOUT BY, FENCE 1 YOUNG AND YOUNG 400 05TRAWER AVE * EX.GONTouR RIVERHEAD, N.Y. IIg01 (631) 721-0303,FAX(631) 127,0144 MAP PREPARED: 01-03-2018 MANHOLE COVER LAST REVISED: II-20-2018 STAKE � UTILITY POLE c-� `, , 52+3Q"E HYDRANT woo 3p,22' 582°01'10"E LIGHT POST w 136.46 S TEST HOLE STRONG'S YACHT CENTER Y n61 or Formerly T� Glyn H.Weird Michelle T.Meir Q s. p N84°53'40"W �- 584°53'40 198.46' �' ti0 LC�GA�T ION MAP: ° O J� N/F SCALE = I' = 600'-0' cr o w, PERIMETER OF EXISTING EASEMENT � Glebe a� ZGtiv` Associates, o LLG (SEE CHART BELOW FOR COURSE AND DISTANCE) ; AVE_ ° �' E"�°'� now or ID COURSE LENGTH \� ' Formerly /O`s��, E1 N 38°27'46"E 26.40' a ` \ K� v• , nws R E 5tron 6' ° J Ex.FR F E2 S 23030'00"E 24.20' E3 N 66052'00"E 4.69' r' PROPOSED SITE PLAN FOR: 20�1o� r, ` � WELL+ j j / - J E1 E2 4' b'20°� o r� �' 54 l / �� a GAR 5TRONG'S WEST MILL LLC, 61.4 STEWART TITLE INSURAtZE COMPANY fxez \° � Nn/// " 5180 WEST MILL ROAD, MATTITUGK, NY 11952 \� AA /��/%/// A5PHAFT �� COUNTY OF SUFFOLK / //- PAVEMENT TOWN OF 50UTHOLD // �ry SGTM: 1000-10-06-13.4 �/////� y°S/pO°� Al56 �/� `" WELL 2 5Tf FR" s 511-E DATA: Y \ � � Z0NIN6 DISTRICT: . M-2 (MARINE 2) • -EXI5TIN6 RESIDENTIAL LOW DEN5ITY A (R-80) U I STORY I ED5E OF 401 If �11 f 11 METAL BUILDING TB ,B4 TB2 sl�oRELINE EXISTING PROPOSED (Yj 42 \ F o 32.9559 ACRES N.G. - 32.8559 ACRES 44 TOTAL AREA: 4b�\\\\� coL g �" TIE LINE ALONG BULKHEAD - (1,435,55q SQ.FTJ N.G. _ (I 435�5G 50.FT.) 4a \\�\\�_ SLA b A (SEE CHART BELOW FOR COURSE AND DISTANCE) R 80 LOT AREA: • \\ $ 16.4938 ACRES N.G. 16.4839 ACRES W r- 0 / 50 \\��� \\� �-�� �y TBS ID COURSE LENGTH (718,474 50.FT.) N.G. - (118,414 SQ.FT) a GRAVEL TB1 S10006'58"E 129.64" M-2 LOT AREA: 16.4620 ACRES N.G. - 16.4620 ACRES r� W OcP ���`\ �` TB2 S81051'56"W 80.90' (111AS5 50.FT) NL. - (717�OB5 SQ.FTJ v EX.FR ���\ ELEC. / 15TY o ��\\� ��� ',x E.5 TB S9008'53"E 21.20' WETLAND AREA: 21,333 50.FT. NL. - 21,533 50.FT. 11-•1 now or 5T \ NTR'S Formerl Q / �NL6/ 50 \�\��� \\\ co}c. EX.FLOP �bDxK TB4 N81°39'45"E 41.90' BUILDING AREA: 111,928 SQ.FT. N.G. - 111529 SOFT. � � y WELL °GAR$ �\\ \ SLAB !�1 M O X )g�$� Log and e = �wr mAY e \ TBS S9°17'46"E 124.01' 4�\ TB6 TB6 s8o°39'20"w 6.06' WOODED AREA: b.l ACRES N.G. - b.l ACRES \ < LL �.) � `\X�\ � TB7 S9 45'06"E 277.04' X �\ TB8 S3°19'13"E 84.29' W 581°31'20'E 9j, ,�1 NOTE: CQ Z 111�' 1 TB9 S87012'38"W 42.38' MACHINERY AGGE55 15 PROPOSED FROM EXI5TIN6 BOAT STORAGE AREA. tl� 25,Q " ` ASPHALT TB10 S2°16'38"E 47.54' O (� PAVEMENT TB11 S15059'11"W 26.27' < d� 1 SCOPE OF WORK: 01 _ g TB 12 S 18°06'03"W 166.76' sH EX.FR 1 I ` 11 I STORY D TB 13 S20°26'11"W 24.75' C^' I STY GAR s� I1' I `I r METAL BUILDING t�5 K I.INSTALL TEMPORARY F� O �1 \ 9� ASPHALT t� 1 �I 0510N CONTROL BARRIER BEFORE PROCEEDING WITH ANl'SITE N I ` �' E- X.FLO PAVEMENT NEIGHBORING PPOPERTY �I 1 �t '11�11 I �� j"bRK• NO DEBRIS S>f-IA1 L BE PERMITTED TO FALL INTO MATTITUGK CHANNEL OR I"1 OUT5IDE DE516NATED AREA OF WORK _ (n NON OR FORIaERLY 1 ' 1ll u 2.SEE COMPACTION NOTES PRIOR TO ANY SITE WORK. > DAVID H.E05COLA d ( �l1 1113.CART ALL VEERS APPROVED DONNA M.B05COLA / I �� } IIII EXI5TIN6 4.CONTRACTOR T VERIFY ALL DIMENSIONS NN FIELD PRIOR TO DEMOLITION AND EX FR (1000-106 b 13.1) I I III I�I PROPOSEDOF WD♦�C _( r, t �1\ EDGE LI 15TY ` ` \ \ GONG. / SHORELINE rT � � \\X � TB7 5.PROFUSED SLIP EXTENSION,DREDGING AND BULKHEAD REPLACEMENT: : a 1 EX, > A.WORK DONE FR011_.(ILAND BOAT STORAGE YARD: r , - ONL6/GAR \\\�\\1\\ PA 3 MATTITUCK I. REMOVE BULKHEAD,RELATED PILES AND ANCHORING AS SPECIFIED oN DWS SP2. E•J-� Q \ coNc z . IN5TALL NEW VMYl_BULKHEAD,PILES AND ANCHORIN6 AS NOTED. M--� SLAB 3. INSTALL NEW EAST AND WEST RAIL EXTENSION SUPPORT PILES I CREEK 4. INSTALL ADDITIONAL WF TO EAST AND WEST RAILS. O POOL ` "'� EtjG ��� 5. IN5TALL 61RDE25 FOR CATWALK SUPPORTS,CATWALKS AND RAILS. POOL � rI IAVEL 6.UTILIZE RESERVED !L AND MANEIA/821NG AREA 5LIRFACE COVER,GOMPACT EXZ%AVATED AREAS,GRA D15R)RBED SUURFFAACEUAREA ALONG FINAL °1O. " v II I EXISTING REPLACED BULKHEADS. OQ I l l f J EN61NE ER: ° �y � W •,� I I J f I STORY 2 3 A.SEE GOMPAGTIOPt t,OTT:S,DW6 SP4. METAL 50 �a000' BLDG SP2 w 1� Y ia/o/F a14- O 48 + 'l�! 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FLA66E0 BY \1 Z --I 3qs O°d l 2242 �/ - 1 (( 1 \\ �FLA64 �20111 QOC 0- � O O tNV 4 w N88°o2'�� LL �w 20 = ' _ ( 1 � )) / / v� J �- N83 22 N6y°g Ib _ / // / EXISTING I HI6H CSl / /// J //// /// I STORY BUILDIFl6 ,� l WATM MARK TIE LINE ALONG EDGE OF MARSH LL 71.34' ° '30"W � „14_ / I (SEE CHART BELOW FOR COURSE AND DISTANGEJ www.dignetnycli.com o ' N7q°56,10„ 6 W2 - - o2-Iv-2o�1 s 26.31 4 .• 107 7q: W ° J // / //� ��// Al VTM4 tI � r i or O O now a formerly 0"Y, y / / // / �� TIE LINE ALONG MARSH: of N�;+Y'(l,l• it www.caII811.com Z Town of`�utFob� °51� 3l�' 9v / / ( �/��/�� ' r+ 'i OF M,4Rgp I TMS ID COURSE DISTANCE [%LPA 1:5-��b (for other states) F- �j2 EXISTING TM1 S40016'33"E 17.32' �/ < O O TM2 S81058'34"E yq 800 2�2-4480 1811 v Q ° r�"\'� \ \„i 6�4 t?5, 6'?AVEL SNDORELNE I o 88.79' \ M � N89 202 11^1 ` 1� b `F�o I TM3 S15 36'20"E 69.74' EXISTING / 42 1 I 4 ='�^ Rr� 1 Am TM4 S07026'38"W 52.41' By law,excavators an .nntractors working in For safety reasons,homeowners are strongly ��� o the five boroughs of N,�w York City and Nassau encouraged to call as well when planning any 1 =� r TM5 S29 32'33"W 69.50' ° " y ° Q11 _' ( °� ,, \ /�' TM6- o and Suffolk Counhrs ,n Long Island must type of digging on their property. S86°10'20 W N87 36 50 W 1 2 b6' � 14 �6 7 , 3 ����� / nDAL I TM6 S02 19'27"W 88.79' contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at CONDITION SITE PLAN 14.67 1,2 613 10 "' ss5 ti ,��ON I I 48 hours but no more Than 10 working days 1-800-272-4480 or by calling 811,the (excluding weekends�-md legal holidays)prior national call before you dig number.For to beginning any nu -hanized digging or excavation work completed on personal now or former) g property,it is the contractor's now or Formerly subdivision Ma of "fore Acres" y ����-`-r \ excavation work to^nsl ire underground lines p y, P Anthon J.Demculo d o � are marked.Excavn • Ru55ell Zenner 9 y ors and contractors can responsibility--NOT the homeowner's-4o filed cn January 3,Igl4 as Map no.41 Doroth A.Demaula Pio 40 O 80 160 180 240 - Z r y � 3901 also submit locate rnrtuests online,through contact DigNet.Having utility lines marked FLAG \• q IT C.If you do not r;urrently use ITIC,please prior to digging is free of charge. spi 6RAPHIG SCALE 1' = 8o'-0, \ call 1-800-524-760.3 for more information. r , r" m of NSW YOLK CI11' PROPOSED ALTERATION TO EXISTING BULKHEAD m z 800-272-44501811 ( o I > > T x I yq I \I�� & LONG ISIANb •dignetnycli.com or www.ca11811.com EX15TING EXISTING PROPOSED ACTION: FINAL EXIST. � n _ o tY (for other states) BULKHEAD: LENGTH: LENGTH: / / O EXIST. 1GRAVEL SURFACE rn rn ? I $O 4 > A5PHALT 5URFAGE I ^ TO REMAIN 129.4'(OUT TO OUT) 3 By law,excavators and contractors working in the five For safety reasons,homeowners are strongly LEG 'AI' ±la-I' REMOVE REPLACE IN PLACE tl4l' r —t EX. HAUL OUT RAILS TO REMAIN z z boroughs of New York Cit and Nassau and Suffolk encouraged to call as well when planning an e ' ' ' / rv/ r + -� � LEG A2 ±Ib REMOVE & REPLACE IN PLACE ±Ib' TO REMAIN ,� 9 Y 9 P 9 Y type � Counties on Lon Island must contact Di Net, of digging on their roe Homeowners can , f24'(EXISTING) ° g 9 gg s property.mr• RETURN A3 13 REMOVE 4 REPLACE IN PLACE #3' �' EX.OPEN 1-800-272 4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For COVERKI prior to beginning any mechanized digging or excavation excavation work completed on personal property, EXISTING TIMBER BULKHEAD LE65 AND RETURN 'AI' THRU 'A3' SHAH BE EX.OPEN work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the REMOVED. REPLACE WI TI-I PROP05ED VINYL BULKHEAD. / COVER I and contractors can also submit locate requests online, homeowner's--to contact DigNet.Having utility through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. rn / x EX.VINYL BULKHD I 1-800-524-7603 for more information. TO REMAIN i i EX.VINYL BULKHD EX.VINYL BULKHD TO REMAINr11 TO REMAIN / p EXIST. to _ — r PROPOSED ALTERATION TO EXISTING HAUL OUT SLIP / ;1, 1 0'0 x-2 8'± I I ELEGTRIL EXISTING CONDITION GRAVEL SURFACE TO REMAIN o + PT. OF MLW + + 5ERVIGF OVER ALL SLIP ALTS: EXISTING PROP05M PROP05ED A ENLARGED PARTIAL PLAN To REMAIN 2 TA6 LENGTH: LENGTH: ENCROACHMENT- ORIGIN / I I x-2 IA x-4.4'± I !�_ PROPOSED DEMOLITION B X24 WIDE t24 WIDE (NLG.) 0.01 FOR +1 p?< I MLW MLW t24'EX. B 2.8' i It I i G ±60.0' LONG 172.0' LONG +12' SEAWARD / 'PROPOSED I y I rn CLEAR PASSAGE �F ; I "� WALKWAY/CATWALK ALTS: EXISTING PROPOSED FINAL PROPOSED DEMOLITION' 'i I ? I II l i 0 AT EXISTING < rn ^'�^^ ' ' ��w� TA6 µ Exi�T.FLoarlrl� DOCK D x �"� z LENGTH: LENGTH- LENGTH: ENCROACHMENT: a HAUL OUT SLIP , N I ----- O r �n �� , I y l0 5 0 l0 20 30 D (WEST) t44' f25' t-f 4' t2'x t25' SEAWARD �' 76 SEE VIEW'2A' i -'t � I*i '� © w� x-40'± X i I I`n 6RAPHIG SCALE I" = I0'-0' rn x + w. r � MLW I t w E (EAST) Q 113' ±72 t2 x±13 SEAWARD I > ENLARGED PARTIAL i� J� '" � � � x-3 3't UI 7T - + MLW r , I [�E I HAUL OUT SLIP RAIL ALTS: EXISTING PROPOSED FINAL PROPOSED z PLAN,THIS DWG• ' `�" D �' 4 + '-' TA6 LENGTH: LENGTH: LENGTH: ENCROACHMENT: z a l l r EXIST. t24 W x t60 LG D I i + I HAU OUT SLIP WITH A rn I 1 rrt � L F F (WEST) t I I rn I ) t67.0 12 .0 I O -Iq r+, rn �xl2 SEAWARD i r � r I I �,t 1 I X , a o CLEAR OPENING OF ±24 I I + : I II G (EAST) ��.0 -12.0 tl9 t3 xl2 SEAWARD � SLIP EXTENSION, DREDGING AND EXISTING �� TO BE MODIFIED m i BULKHE D REPLACEMENT NOTE: I STORY METAL TO CREATE A , , EXOAV�TED MATERIAL(ME TO BUILDING r-, \ + r p , , • BULKHEAD ANCHORING)SHALL BE o b ±24'W(N.C.) x 12.0'LG i i•* w o n :2 R PHAUL OUT SLIP VY ' ' STORE AND USED AS FILL UPON (NO WORK) I -+ COMPLETION OF ANCHORING CO A CLEAR OPENING OF a , I I \ S I I z ±24' (NLG.) a i i o INSTAOTION. k �� �i 17— r- I , . rn i I� � • DEMOLISHED BULKHEAD AND DEMO �/ � //�` MATERI L SHALL BE HAULED TO AN W Mu r > o x-4.0'± 9 i i APPRO D UPLAND SITE EXIST. / z Jr ��w� MLW C' / ASPHALT 51JRFAGE TO REMAIN x-2.8'+- art EX. *-4'Wx±41'LG FLOATING DOCK Ex I �i+ MLw b � r ; x-3b'± / / I X EXIST. /t TO BE GUT BACK APPROX. fig'\ WALKWAY X + ito MLw � � - I w GRAVEL%RFAGE �r (OR A5 REQUIRED TO TO REMAIN x-4.4- �n i + TO REMAIN /� EX15T. I II cp a MLWI I Lx.VINYL BULKHD V it ACCOMMODATE PROPOSED GRAVEL D o I- ; I� :w TO REMAIN RAIL EXTENSION INSTALLATION).\ SURFACE EX. t24'W MAUL-OUT SLIP � i i� / R' 'f= EXIST. !V r�r ` TO REMAIN �3" W/(2)bT L6 HF RAILS o i i W I // / < + /% ELECT LQ'k r/f O , r r z TO BE EXTENDED SERV x-33± FI<'DM bl'TO 79'Ig > EXIST. I r � � / MLW (SEE VIEW 3A,THIS DWG) z II t o 1 / GRAVEL SURFACE I % r r — l^EST EAST + , TO REMAIN a AI 10 i i 4 RAIL RAIL %! I O o F G ` I / T:. i'f20PO5E / i U r r All - 1 / U� � x-4.5'+ WOOD iF' AT,EXIS / / EXIST. I , MLW CATWALK \ / / ELEG7 � } I1AUL%�U� LIP! r SEE VIEW 3/t ' SE V ,� U J EX. t4'WxQ'L6 PORTION OF FLOATING DOCK TO BE -` I- / AI w I �r k 1 t NLARGEO PART / K BULKHD I ps 5 _ I � r,' / EXI5T11�6 FLOATING DOG r , QQ k r' REMOVED TO ACCOMMODATE PROPOSED RAIL \ ° PLAN',THIS,D (v LEG " I X Q I EXTEN51ON INSTALLATION (14'X02' PORTION OF \ j I a T` i I w o I ° EX15TING FLOATING DOCK TO REMAIN). m EXISTING rr Q m _ GONG. SLAB 'r \ W pox i ?- ;'�% +� ° I °° " MATTITUCK �, .� _ , it EXISTING FLOATING DOCK I z EXISTING r, EX.MTL RAMP ELEGTRIG ; -- --� - r g CREEK \ EXISTING [� SERVICE A t9' EXISTING 2.5'x2O'L6 METAL RAMP � r � � , O /' C� U_ ` I STORY METAL N Q " j y x r r r O �— \ DISCONNECT FOR PLTFRM REMOVAL, %�%� � Uj 'r RE-CONNECT POST CONSTRUCTION I �— —�• (BUILDING) / [Q z Q EXISTING DILAPIDATED WD PLATFORM rn __ O �} r/ TO BE REPLACED(IN KIND,IN PLAGE� x rn IRRE6ULAR SHAPE: 19'L6x5'W { lP o o I D•- �^ / xLU O o'+ MATTITUCK 71 q x / N /i I r71tt a EXIST.ASPHALT EXISTING ,�% CREEK I z TO REMAIN IJ / u I STORY BUILDING :+t rn z v (NO WORK) r,r I a I �� � 'AI/ \ z J It/ m z MATTITUCK /�° i'CK�+d } m LU It r I EXIST. k PT. OF CREEK %% VINYL BULKHD ~ ORIGIN O TO REMAIN I w Q S O rr EX. VINYL EULKHO TO REMAIN — r t I )� 0, - - } i - _- I `i` /x� / PROPOSED INCIDENTAL DRE06IN6 I ELEG.SERV. t7� / 10'BEYOND BULKHEAD REPLACEMENT TO MAINTAIN A x MAX.DEPTH OF-4A -5.3 NAVObb / ,/ j N1LY� TO REMAIN w / / X �-I EXISTING CONDITION PARTIAL SITE PLAN EX 2$, / -S.o't / ® t24';' ,! 2� ! / I I REF /I I W/�G R oP HIW:;, REQ 603, /) w APPROX iib GY OF 51LT/5AND SPOIL TO BE PROPOSED DEMOLITION W'��"'AY / '� / AREA OF PROPOSED ;? / o USED A5 BACKFILL BEHIND REC.ONSTRUG�D EMGI TO REMAIN I //./� �i 4 BULKHEAD 1 --.. x I II ' ��•8'j MAINTENANCE DREDGING � G� i�lE ✓ , ii D / LWtt 'ML PROPOSED PRE06E AREA 15 LIMITED TO Al f/O // / P� 1 i; it ti , M EXISTING �r © © X / / / /M' /. / THE PROP.LENGTH AND WIDTH OF MODIFI ONG. SLAB ' F EXISTING t24'W x±b0t6 / / HAUL OUT SLIP, x G L 20 10 O 20 40 60 O O �. "�p(X qn SLIP WITH A CLEAR / ±12L6xt24'WIDE(1,128 50.FTJ j� w �. .� r.j� it GRAPHIC SGNF I' = 20'-0' O © ;m, /OPENIN6'OF f24'/ �/ / -5A MI-KA[-63 NAVObb] t/Or� _mow` / O' Q Cl r ' O BE'HO5IFIED'TO CREATE A L WITH A MAX OVERGUT OF b" �, x-4.0'± n „ f t i r� A2 / r APPROXIMATE LIMIT OF / // _ t A2 �* �o $O + t24w(N.GU x/12A'L6/ / / APPROX t93 CY OF SILT/SAND SPOIL o / /� MLW cv _ I I I 'ri / CEA > EXCAVATION DISTURBANCE /BACKFILL 4.0t HAUL OUT SLIP WITH A / TO BE USED AS BACKFILL BEHIND z W// BULKHD �a,�� I , b c /��', // OP�NIN6 OF t24,M.G) RECONSTRUCTED BULKHEAD SEE PARTIAL SITE PLAN - / i O %a LEG 0 o X, x-3.3.'± , / / 4 O EX.MTL RAMP � / / a PROPOSED VINYL BULKHEAD DWG 5P5 An 'x 5'_ x- 4' x� o / EXIST. EXISTING FLOATING DOCK . �O;aF + _41 ��, � _ i _ ' r 3 / ' ML'k /M Vy r_ ELECTRIC 1 ELEG PROPOSED WD PLATFORM `.a LAG #I I r rn A �' r /3 //SA z ® TORREMAIN SERV / / c .JEFFREY T. BUTLER,P-E. A3 p0 BULKHD -" w� / , x=4.2 //MLW I (IN PLACE OF EXI�T(tr�DILAPIDATED WD PLATFORhV �� / M1-W / X ���� EXISTING / IRREGULAR 5HAPE- 016>5'W LE6 ® FLAG #2 z / l2 j�./61. F. }� r . ..... GONG. SLAB N V GRAVEL �ST�L/TO/REMV�(?AI/5/ / /AIN rn, �� I C) EDGE OF WETLANDS A5 FLAGGED 1 SURFACE =i r /rn' ►�ry20P, L6 WELDS/ / — PROPOSED ±216' VINYL BULKHEAD 4p6 :� BY EN-CONSULTANTS ON JUNE 2011 To REMAIN rn /--- / EXTENSION N OVER/PILE 40� j I 6�g, / / (IN PLACE OF EXISTING TIMBER BULKHEAD) I � O / a /�, oUtATioN of rfi w' FOR INSTALLATION DETAILS AND REQUIREMENTS ( o Z �- i SEAWARb END j / x-4.0# / SEE PARTIAL SITE PLAN - PROPOSED VINYL BULKHEAD, rn v < _2 �TEN61N6 ,FA_A �'5Ot rn EXISTING / • • J J d- I _ � WOm m Q LW i �/ x-3.6't z �/ DWG 5P5 r �t2`�w,HAU�/UTj�I-IP MLW I I STORY BUILDING / / / - -5.O't F '60 To 72'Ig) A (NO WORK) rn Q J M P (f) O Z /��►/ / / H / EXISTING CONDITION PARTIAL SITE PLAN —► D Q : O PROP05ED / / ///OA / 3 r Z � I Q BULKHEAD REP AGEMENT EXCAVATION 5POI NB�I ±2'x±-12' U TREATED WD CATWALK / / PROPOSED WORK < < � L L / L �- o Q �- / OUT 5� y� IN E OF EXIS IN6 #2'x15 'CATWALK ALON6 RAIL z A. APPROXIMATELY 21b LF OF EXISTING TIMBER BULKHEAD TO BE x� /M TO REMAIIy rn REMOVED AND REPLACED (IN-PLACE) WITH APPROX. 216 LF OF STH y4 • ►--� PROP05ED VINYL BULk:HEAD. � ° o / /I U / Z I _ p..l Z N _ D woov , , 20 10 0 20 40 bO O B. PROPOSED INCIDENTAL DREDGING E WOOD 10' BEYOND BULKHEAD REPLACEMENT TO MAINTAIN A MAX. DEPTH S o a k u F / /,� I / / CATWALK X �w� / ;f id� GRAPHIC SCALE I" = 20'-O' I z x Q O OF -5.b MSL A [-6.3 NAVObb] W/A MAX. OVERCUT OF b w 9 w v /1 -0 _ - w�� -4.0 I ,� O O N .. u WE5 /L I4 t SEE ART P AN, z r, ( (�/ I" LL O CV • GROSS-SEGTIONAL AREA: 12.53 50.FT. o // FAIL -o IML 2 �+ /I'L / I- v II- I / / WFC NNE TION �'/� J N m • APPROX 1102 GY OF SILT/SAND SPOIL TO BE USED A5 BACKFILL �- P14.1 � -�`.-�� r v y/ I 6 a SP3 (EAST IL) o .� / ,��� O A3 ��:,`� O BEHIND REGONSTRUc;TED BULKHEAD A rx ,�? > 1 EAST N �� rye"�y < �pPO �a F- u" ENLARGED PARTIAL PLAN o J D F � I , 6,/ "/,' / w �G ,\0 P 3Arte/ ci -4. / i1.RAIL >"x ... �� \ a �' < 's�J �.�-� tib` o O O PROPOSED WORK I ��-��. �•�` J �, z O� `gyp X j / jI/ c� /I -5.0'±/rte � I EXISTING 7 � � �p�rti < 0 Q o _►�� ,7� PROPOSED CATWALK EXTENSION GONG.SLAB A2 BULKHD LE6 �� ' ��� MATTITUCK _ •, _� SEE PART PLAN; EXISTING t21^l x t54LG WD CATWALK TO REMAIN ��� $ _ CREEK;_ �� �� PROPOSED t2 W x t13 LG WD CATWALK EXTENSION c� Io s 0 10 20 30 3 f ' WF CONN. s W/RAILING I` j � ' 6RAPHIG SCALE 1' = 10'-0' / : / W SP3 (WEST RAIL) PROP05ED OVER ALL FIN15HED LEN6TH - ±12' ll Q / SEE 5P3 FOR DE-516N AND INSTALLATION REO'MNT5 A i `+ Uf ' W o LAG #1 � o o x-3.0'± PROPOSED Q Q \ " _ ED �;- '?ARSH _ ; MAR 2 6 2021 o MLW 12'LG RAIL EXTENSIONS PROPOSED FOUNDATION ` - BULKHD ' ' I / H A3 ��w� x i F LAG 2J SP/ •• / A r ° , HAUL OUT SLIP RAIL EXTENSION �•� , O ° TO OUT) - �w� Southol town t29.4 (FX. /PROP•RAILS,OUT 12'0 CGA TIMBER PILE 44x12 GGA GIRDERS(1YP) _Z J G ' n I EDGE OF WETLANDS AS FLAGGED Board of ru,tees FOR OES16N/INSTALLATION REOMNT5 SEE DW6 SP3 a 406, BY EN-GON5ULTANT5 ON JUNE 2011 I 0f 5 EXI5TIN6 CATWALKO -� E FouNDATON PROPOSED t2'W x 313'L6 WOOD CATWALK PROVIDE CATWALK GIRDERS 0 TO REMAIN SEE DW5 SP4,FOR INFO 2-3x10 GGA TIMBER GIRDERS PROPOSED S.S. PLATE CONNECTION (CATWALK F10 MOUNTED BELOW EXI5TIN6 PROPOSED 12'x 10'x 0.375'THK PLATE PROPOSED 5.5, PLATE TYPICAL PIE FOUNDATION FOR GATWALK SUPPORT SYSTEM 2-4x12 GGA TIMBER 61RDER PROPOSED 5.5. PLATE WF RAIL 12'L6 RAIL • 3/b'WELD(FULL PENETRATION)AT ENTIRE PERIMETER • 36'x 30'x 0.375"THK PLATE-QTY I ( CATWALK 3B • PROVIDE DOUBLE PAIRED 61PPER CONNECTION PILE I (TRAVEL RAIL PND), 36'x 30' x 0.375"THK PLATE-QTY I TO REMAIN EXTENSION LOCATED®CONNEGTIN6 POINT OF PROP./EXIST. WF SEAM • %"HELD(FULL PENETI ICII�)FULL PERIMETER EXTENSION SP4 • SE=PILE TRIM DTL MEW 5,DW6 5P4) I SEE VIEW 3,THIS DWG-SIMILAR 3/g" WELD(RILL PENETRATION)PUL PERIMETER < FLANGES(INSTALL ON VERTICAL PLANE) • LOCATED 0 HORIZONTAL 07NNEGTION POINT: MIRROR . 5E VIEW 3,THIS ONS FOR 51MILAR LOCATED 0 HORIZONTAL CONNECTION POINT. TYP OF 2,LOG.0 OUTER 51DE OF EA.FLANGE,AS SHci,^UN •• PROP./EXIST.WF BEAM 6VEB5(5KYHARD SIDE) PROPOSED HAND RAIL(ABOVE) AS SHOWN I •• PROP./EXIST.HF BEAM WEBS(SKYWARD SIDE -- - PROVIDE FOUNDATION FOR Coat.PLT WF BEAM TO PILE CONNECTION -- -- - -- -- -- - --- -- ---- - - -- -- -- ; USE: i -3/4 x12 L6 6ALV.LA6 BOLT W/WASHER,I BOLT TYPICAL PILE FOUNDATION POR - -- -- - -- - -- -- - -- - - - PROVIDE SUPPLEMENTAL HARDWARE ' I, PROPOSED CATWALK AT EXISTING RAIL 3G PRDI'65EP t2xt13L6 METHOD OF SUPPORT AND GONNEGTIOII TO USE: I -3/4 xl2"L6 fiALV.LA6 BOLT W/ THI5 CASE,INSTALL THRU PROPOSED PLATE, HAI1I OUT RAIZ_ SUPPORT 5Y5TEM EX.CATWALK:LA ED 6) I I I I I I WOOD CATWALK r EX15TING PILES TO BE DETERMIN® WASHER ( BOLT/INTERSECTION I 5P4 PROPOSED HF BEAM TO PROPOSED PILE 2 -4x12 GGA TIMBER 61RDER(LOG ABV TO BE INSTALL THRU PROPOSED PLATE 4 TYPICAL CASE,INSTALL THRU PROP05EP WF SEAM TO CATWALK 61RDER,SEE VIE14 2-SIMILAR) ON PLACE,IN KIND) E 3A PROPOSED PILE MOUNT TO TIMBER PILE PER DETAIL,DWS SP4 1. 5f'4 (51M) EXISTING WF TO EXISTING PIIS I SF3 2A • 1• i-�J 'I. •I .-SZ; SP4 :•.. : _ , PROVIDE TIRE STOP it:::.:c..7 vp a Li' -`iI I `.`` �`•. . '' �" `` SEE NOTE VIEW I THI5 DWG • . I .I I 1• .I ..r �qpr.•.t'..:7.;.:[:. . :� ' �ct5 11 ' -• � - I. O: •I :•t:•:::.::•:t:•::{:,:�:�• :::'Yf: G• 'i� '/' �.\ /!. ''\ �` I I I I O : .. I. L I .1 I / \ \1 1 \1 1 k. •;::{:::T: :1:::::::.:!'•`'a.•'•:':'•:I;•.•'• \ � F \ ��' . / Ir\ -'/Q;<1 .':::: .. g I 0 PROVIDE CATWALK GIRDERS W'BEAM :'r:,:.::::r.: ::,:�;:::::::':it ;.:;:;:.: . PROP.WF BEAM. : _ I TIRE STOP `T 1 - - I - EX.WF BEAM : ;:� .;: :i::: i;;i :::?i .:;i:!(• c -I 5T. :: :: .a;.t. .:::::•;t}.:;.( { : - Y I I A. ..:. 4...:.�:..;..}..•.::'..:•:•c f. PROP.WP BEAhf• :.:r:: :ri::r.: .�:: ;:.:. :::.::•: WF33x1118 tD. NOTE•VIEW I N �I I I ,r I WF33x1118 :. .,$. •.:•. ... }#•::•:::: I I 2-3x10 CGA TIMBER 61RDER5(CATWALK FNP) t^F33x111b, I: I . I _ I I I 1 X 1 11 1 I i :::':;':.::: ..•:{.:::: ....a..... . 1 1 . 1. , ;I:::: d. \ \ \ \ �...... ...r ::: l^F33x118. MOUNTED TO TIMBER PIE OW 2 ^I. A5 RAI :f::;;:;• c:>;::.: ::::'rr:::.:�.::;:: (EAST RAIL) `, 44 N J i THIS T7W6 r I I I 1 (WEST RAIL) :•::r.:< .::i.::: i:. L BEI -4x12 GGA ( I 1 r (E T :•r::i.;:iv.:a•:::::• :::.:.r:: :, I 1 1 r I I I I �> I ` :}i:i:{ (WEST RAIU' . Hi t ]::: :::i:;+;2i;. �• .:,. - I' o '' I' - I: - 1 I it 1 1 I 1 1 i�1 `•:::�.:: ::: :::'.::'::. .; - .I _ - TIMBER GIRDER(RAIL FND) PROVIDE43 _ I I 5'4 -- ( 4 TYPICAL PILE FOUNDATION FOR TYPICAL WF BEAM TO PROPOSED D PROPOSED SUPPLEMENTAL HARDWARE 3B HAUL OUT RAIL 5 UFPORT SYSTEM PILE CONNECTION I WOOD CATWALK USE: I -WO A2'L6 6ALV.LA6 BOLT W/ 3G '3 2-4x12 GGA TIMBER,61RDER,EAST RAIL Q i I I I I I PROP05ED HAN2RAIL I I I I I I I I I I I III A CATWALK SP4 USE: I -%V x12 L6 6ALV. r� PROP05M HAN7RAIL I I I 11 I I I I r � PROPOSED WASHER 1130LT/INTERSECTION �) I (LOG ABOVE CATWALK 61RDC-W I • INSTA,LL.THRU PROP05ED PLATE, A(5P4 CONN DTL MOUNT TO TIMBER PILE PER DETAIL,DWG SP4 LA6 BOLT W/WESTER' I RAIL(ABOVE)A5 SHOWN EXISTING ('�°"�''� `°"" I I I I I I III I I I I I (�A6 EXISTIN6 WF'TO EXISTIN6 PILE MIRROR I BOLT/INTERSECTION VINYL BULKHEAD r- - -- - - -- - -- -- - -- - --- - ---- -- ---- -- - - -- -- -� r - - -- -- -- --- _ _ _ -- __-- _-'-t - - -- -- -- - - - • THIS CASE, INSTALL THRU TO REMAIN _r - - - -- -- - -- --' LJ - -J I PROPOSED WF BEAM TO Ex Fk/ TI r'IBER EXISTING WF RAIL W RAIL EXTENSION B C DPOSED PROPOSED PILE I sT�NO - TYPICAL PILE FOR TO REMAIN SEE DWG SP4,FOR ELEVATIONS I jNYL PILE CATWALK SUPPORT SYSTEM 330•PASSAGE rO RFjyCKyF FX SP4 I SP4 CATWALK I I I • PROVIDE DOUBLE PAIRED 61RDER 346'-63/4'To I �� �� TIMBER 61".FLT EXTENSION CONNECTION PILE 0 EX 5T TO POINT OF ORI61N(Op) POINT OF OR161H(Op) FILE MIRROR PROPOSED SEE PILE TRIM DTL(VIEW 5,DWG 5P4) ® EXISTIN6 BULKHEAD SHEATHING ® EXISTIN6 BULKHEAD 3255'L6 WD CATWALK �— SHEATHING A PARTIAL PLAN - WF CONNECTION A B C D 2 WIDE FLANGE CONNECTION, EXI5TING TO PROP05ED (EA5T RAIU t EX1 ST To POINT of ORIGIN(op) T11'BER MATTITUCK SCALE:�° = I'-0' a EXISTIN6 Bl1LKHEAD SHEATHING PILE CREEK EX. TMEE AI PROPOSED VINYL BULKHEAD PILE APPROX. '111 L.F., IN PLACE OF EX WD BULKHD, SEE DWG SP5 FOR INFO. Q PARTIAL PLAN - WF CONNECTION fiX�sr,N EREMAINOEp PRJP U Z WIDE FLANGE CONNECTION, EX15TING TO PROP05ED (WEST RAIL) o Fy t ��F m CCA FLOOF EXIST.' IST.' TIMBEP .t4'7gx±t32'LG F•�� m SCALE:S�" = 1'-0' PILE O ExISrIN6 SHORELINE `� I O EXISTIN6 5HORE1-114E — — — — EXISTING SHORELINE — _ p�Op N EX. WD BULKHEAD TO REMAIN ELECTRI — SERVIc.E MATTITUCK Ex15Tlri� if CA� KyF�O TO REr1AIN FLOATING DOCK �L•� r r p�Op • CREEK °SFO G � � taLY REMOVED FROM VIEW FOR PURPOSES OF CLARITY: ��F W m Q X • EXI5TIN6 AND PROPOSED 2'WIDE WOOD CATWALK �LLoWFR �O }- < EXTENSION AND I7'5 FWVATION (EAST RAIL SIDE) SEE PARTIAL PLAN, SEE NOTED DETAILS/SEGTION5 ON DWG SP3 FOR W VJF CONNECTION ADDITIONAL INFORMATION IC) Z O EXI5TINC EX.WD RAMP FLOATINGDOGK TO REMAIN � A Bp- -` � 3B 1 �v� E-•,I � tiwv� CONN DTL 5P4 Q N CATWALK PROP.32lX43L6 HIP = ' SP4 I I EXTENSION CATWALK EXT. O I = m OMITTED FOR CLARITY ,t�)I i f�I i�r^I• i�'^I i i�I' I i i �(�I ,r�I �f�'I I — '�I/f�1 1 �(�I I �f^i �f^I �Y^I ^I z ^'I � N , r / n I Ill Z \I 111 1 1 \I I \I 1 1 Ill 111 \I Ill Q Z I I 111 i t ill Ill Ill t \I I I\I W d \I �fX' — EXISTlii7 \I w Q r, \I ll \I //I \I //1 ll /I ll /1 11 \I /I q 0 Ill /1 \I /l ll I/1 ll /I \I /I ll /I ❑ g 0 1\I`�I ` / 1 4 ` / ` / 2A I� �,. — I 1—r l 1—r l h 9 1— I�9 1 I�1 1 1—1 I�7 1 I—i 1 i I—1 1 1�'i 1�-1 1 Imo-1 Imo-1 I +-,+1 _1 Imo-1 I J (•V n }� 3A 51 M) "r — - —EAST RAIL (_I I �I 1 I I 1\I �- Ill \I I Ill Ill I \I I Ill \I Ill I I 111 I 111 I \I \I Ill \I I \I I Q ` • \ 51 4 , \ It SP4 - C4 TO REMAIN— —111 1 1 O` \I I/I —I\I \I 1 1 \I yl Ili Ill \I Ill I I X 111 1 1 \I Ill I\I \I yl \I �X \I��I moo w`M Q EXI5TIN5 HAUL OUT SLIP EAST RAIL EAST TRAVEL RAIL 36 `.w I PROP05ED WF BEAM EXTENSION WF BEAM WF33AIb TO REMAIN SP4 �� MATCH EX15rIrtG W EX. VINYL BULKHEAD TO REMAIN ^ PROPOS CONN DTL I I INSTAL! W/WEB IN HORIZONTAL • PILE LOCATION AND CONFIGURATION M�� EXISTING HAUL OUT SLIP RAIL P051TI ft AS SHOWN SHOWN FOR REFERENCE PURP05E:� FOUNDATION TO REMAIN 15 TON GGA PILE, 12'0x25'L6 MIRROR i MATCH EXI5TIN6 WF ARRANGEMENT ENG R. (TO BE VERIFIED IN FIELD) I O CGA PILES AND GIRDERS DOUBLE PAIRED 61RPER CONN.PILE(DTL 5,PHIS SP4), REQUIRED QTY. 16 I TYP. WF BEAM TO PILE CONNECTION A I -3/4"0 A2' LG GALVANIZED I z LA6 BOLT I U RA51-IER P�`� j T. f .� "? I BOLT PER INTERSECTION =- PROVIDE TIRE STOP , �= • USE I' THICK PLATE,55'H x 313'Vt I I V ` ' • LOCATE AT SKYWARD SIDE OF WEB(INSTALL VERTICALLY)BE EN FLANGES, I j �I ? TA.UPPER F!AN6E EXISTING 2'PRIOR OF END OF BEAM Q v HF WEB(BE'>'r, b) i �' i • 3/b WELD,3 SIDE5(FULL LENGTH)0 BOTH SEAWARD 4 LANDWARD SIDES OF PLATE _ ±24'H x ±60'L6 HAUL OUT SLIP TYPICAL OF EAST AND HEST RAILS F- B.O.LOWER ii_ANCE N� -L� cy. EX15T. ASPHALT -. r Q WITH A CLEAR OPENING OF 424' I I `� SEE DTL,DWG SP4 FOR PILE SEAT 3 . TO PE 4A�N Il TO BE MODIFIED TO CREATE A I 6 "J PROPOSED -, _------------- ,o ✓ ^� 6O ,vng ±24'W (N.C.) x -12.0'L6 HAUL OUT SLIP SP4 I a- WF BEAM r TYPICAL 61r'!>ER TO PILE cn I cD WF33xl 18 WITH A CLEAR OPENING OF ±24' (N.G.) ( O O z (ABOVE) ; Q THRU BOLT C,ONNEGTION JEFFREY T. IBUTLEIR, P.E. F G - UN � USE: 2 -9/41m G�i_V TIMBER BOLTS W/ I 1H+TYP O O PROPOSED I2'I9 ADDITION O WEST RAIL N m (2)WA5HER5 t NUT(HEA04END) pp u Q EXISTING EAST AND WEST RAILS AND TO EAST AND WEST RAILS AND 12'Ig EXTENSION z THEIR FOUNDATIONS TO REMAIN I THEIR PROPOSED FOUNDATIONS I AND z 2-4x12 GGA CROPPED 61RDERS(TYP) O Q 7 All © EAST RAIL K CS t- WAIDE F ANGE BEAM EXTEN51ON I OPOSED 12'Ig EXTENSION L TYPICAL GGA PILE • PROP WF WEB TO AL16N W/EX.WF WEB FOR A 5EAHLE55 TRAVEL PATH OYP) ,� SEE x 3E TI f5 TON, Q z � •T SEE PILE TRIM DTL No.5,DNS SP4 � � Z LL � • PROP.WF FLANGE TO ALIGN W/EX WF FLANGE FOR A SMOOTH EXTERIOR FAGS(TYP) \ y� < - 't O • ISD PROPOSED TO EXI5TING BEAM I t� `� :7 J }- (� •• SEE DETAILS FOR INFO,DWG SP4 I I I O *7 J LU v N) Z •• LAO BOLT WF WEB TO PILES BELOW I ELEVATION - ��,, Q m O z O �-�-� WF VERTICAL FACE z ° < OEXISTING HAUL OUT SLIP MAI RAIL (BEAM FLANGE PERPENDICULAR TO 61111 a {- ° CL F WF BEAM WF33xl18 TO REMAIN ��`J EXISTIN6 HAUL OUT SLIP RAIL SEE PARTIAL PLAN, \ CONN DTL I I 1 I WEST RAIL SHOWN(EAST RAIL 51M) N Z i Q < SCALE: 1'-0" FOUNDATION TO REMAIN WF CONNECTION SCALE - L l� L _i - ,rl i 'H"'I Z Q� ° N CV 12"� GGA PILES AND GIRDERS \ WEST TRAVEL RAIL (�'T RAIU 00 SP4 I OP N _, r --- -�1 J O L() \ i V O N — SIMILAR i ( I i Z 1 If J 1 1l Z j- z 1 , / / �Y �'i LU O /rte /r /rte I/I `II 1/ II II II f1 — �I/SII I/ II II II II ^II II II II � _ II ill ` I'I Ill I Ill \I I 111 I 1\I \ \ l z \ \ l \ l \ Z \ — II - LI 91 !I -� O � � � O N EXISTIN6 \I Q O \I ll \I \I f) ilI I I\i�i'1I i_�i L 1 iN_�i Ili SII ili_YI i\i`�i i\i_�i Ili i \i`i ` / Q ` / ` / 2A ` / 3A �+ t �� V` i` '". �y1; (��L/ (L� �) WEST PAIL �}11� — I Imo- I tk L:-I — — —J-- L — I`-f l .-� 1 _ J-^1-i —1 1--r-1 — — n' w I — r+ —i 1a,.�1 —I Q-' 1.�I N O H "I — L_ �. �L, ry 1 I \I Ill I� Ill I� I\1 vl \I I Ill I Ill iJ I I\i ill Ill I I Ill Ill \I Iv p_I I Ill t p � m TO PEI LAIN 1 1 I I I I I C� �4 SP4 _ (V I\I O Ill �I Ill yl Ill yl Ill PI 111 yI \I`�I \I`�I \I`�1 X � `Itl`.I�I \I_.�I ITh.�l I\I`�I Ill`�I I\I`.f'I I X ��I\I�fl � — r II 1 �.--- .._..... .-..- ._.....,,_. -� l V1 / LLJ n•1+i^nlfl T� i X ~ •� I" I I� Imo-' I� Imo- 1 1 W W t / / \ / \ / C 0,0 ORIGIN X' ORIGIN — - — — — fi — ��n�r, fru :feet � ✓w 'X' ORIGIN O � wbvwdg l811.om ° ° O i I��I'I'v Yc),\K CITY www.call811.com cS� Z IU EX.VINYL BULKHEAD TO REMAIN I-- SP4 ^^ �`"' �Cll�vl��i111 (for other states) r z EXIST. 3 PROP.WD GATWK ^_, �� 1 O < GRAVEL SURFACE CONN DTL HVa 3' 04!' 3'-01 3'-4�4 113/4" EXT.OMITTED I- t7 MIRROR D � O tp BOO-212-44801 811 TO P.Ew1AIN Iyq PROPOSED PILE FOUNDATION PLAN EXISTIN6 VINYL BULKHEAD TO REMAIN CATWALK FOR CLARITY I Q - EX15T. PILE LOCATION AND CONFIGURATION 5HOHN FOR MATTITUCK GRAVEL SURFACE A EXTENSION Bylaw,excavators_:r,d contractors working in For safety reasons,homeowners are strongly PAGE: REFERENCE FURP05E5(TO BE VERIFIED IN FIELD) B C D the five boron hs of r4-w York Cit and Nassau encoura ed to call as well when lannin an V 9 Y 9 P 8 Y (FOR HAUL OUT SLIP EXTENSIO CREEK and Suffolk Counl e::nn Long Island must type of digging on their property. TO REt LAIN 3B contact DigNet,1-S(``)-'72-4480 or 811,at least Homeowners can contact us directly at SCALE:y4 - I-0I'EI'41 ND O , SP4 12'-0'L6 ER 48 hours but no n!. r than 10 working days 1-800-272-4480 or by calling 811,the EXISTING RAIL LENGTH = r60 L6(EAST AND HEST RAILS) �INr�S/)/-. RAIL ADDITION OF''EXIST. REMOVED FROM VIEW (excluding weekend:-,and legal holidays)prior national call before you dig number.For FLI QTINO to beginning any iii,;c hanized digging or excavation work completed on personal 4b TO �GK FOR PURP05E5 OF CLARITY: excavation work to:iv,,ire underground lines property,it is the contractors PROPOSED RAIL LENGTH = 372'L6(FAST AND WEST RAILS) ` +""'+x'82'L6 • '�'�D WOOD CATWALK AND IT'5 are marked.Excav 1!yrs and contractors can responsibility--NOT the homeowners--to FOUNDATION (WE-5T RAIL SIDE) also submit locat,: r sts online,through contact DigNet.Having utility lines marked IT C.If you do not-iii mntly use ITIC,please prior to digging is free of charge. SEE NOTED DETAILS/SEGTlONS ON ' call 1-800-524-7C)t'nr more information. DW6 SP3 FOR ADDITIONAL INFORMATION -- of 5 PROPOSED PROPOSED CATWALK SIMILAR RAIL DESIGN: (TO MATCH EX.CATWALK CON5TRUGTION) 3 2 HAUL OUT SLIP WHEEL A55EM$LY MATCH DEGKIN50N EX CATWALK GENERAL �11') I`ES NOT TO SCALE I. DRANINC75 ARE NOT TO BE SCALED,DIMENSIONS TO 6OVERN.PROJECT COORDINATOR 2xb GGA TOP RAILING SP3 SP3 2 FOR REFERENCE PURPOSES ONLY PROP. CATWALK NOTES: SHALL NOT1FL=i? OF ANY DISCREPANCIES. 2x4 GGA BOTTOM RAIL e�P3 I. ALL HARDWARE SHALL BE GALVANIZED. 2, SPECIAL CARE 5H/LL_ BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED HAUL OUT SLIP WHEEL ASSEMBLY PROPOSED TIRE STOP 4x4 CGA P05T 120' Ig CATWALK ADDITION PROPOSED BEAMWF 33xIIB 2,NL PROPOSED PILES d LUMBER SHALL HAVE GGA HAUL EXIST;it,; IMPROVEMENTS AND UTILITIES. • NOT TO SCALE USE IN THK STEEL PLATE TYPICAL WF BEAM TO . RETENTION OF 25 LBS PER AWPA STANDARD UGSA' MEET EXISTING I INSTALL W/WEB IN HORIZONTAL POSITION 3. GENERAL GONTRAG r�R SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY • FOR REFERENCE PURPOSES ONLY 3 5.511 x t313'w MATTITUCK PILE CONNECTION 3. ALL FASTENER TO BE COUNTERSUNK AND FIELD 5.1 5.1 HANDRAIL A5 SHOWN EREGTIN6 ALL P1 A RED BARRICADES TO PERMIT SAFE PA55A6E DURING SEE DWG 5P3 FOR INFO 3 . I TREAT ALL GUTS,NOTCHES AND DRILLED HOLES 51'3 CREEK USE: I - /4 m x12 L6 6ALV. MATCH EXISTING WF A�RANGE�IENT GONSTRUGTICNN. PRIOR TO ASSEMBLING. PROPOSED WF BEAM LA6 BOLT W/WASHER LOCATE PER VIEW I,DW6 5P2 4. NO MATERIAL SUBST[rUrION SHALL BE MADE WITHOUT FIRST INFORMING THE ENGINEER. AND PROPOSED WF EXTENOION TYPICAL WE BEAM TO I BOLT/INTERSECTION 4.ALL SIMP50K STRONG-TIE GONNEGTOR5 SHALL 13E SUBMIT SUB5TITU I L MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN PILE CONNECTION 3A z I I 2'_q' STPJNF55 STEEL. WRITING TO THE EI i.�INC-BR PRIOR TO COMMENCEMENT OF WORK. MATCH EXI5TIN6 WF(WE5T RAIU RAIL DE516N 5.DECK JOISTS TO BE PLACED PER tIO1 O.G. 5. ALL MATERIALS M'E TO BE NEW AS SPECIFIED PER CONSTRUCTION DOCUMENTS. ANY • INSTALL W/WEB IN HORIZONTAL I I USE: I -%*0 x12' L6 6ALV. SP4 (TYPICAL AS 5HOHW TYPICAL 61RDER TO PILE PROP05ED USED FIXTURES GR USED MATERIALS ARE NOT ACCEPTABLE EXCEPT A5 NOTED. POSITION A5 SHOWN LAG BOLT hV WASHER, m ALIGN TNRU BOLT CONNECTION �'�'4 ' CATWALK AND RAIL b. GENERAL GONTRAC•FOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OMER • MATCH EXISTING WF ARRAR3 `&`ENT -� 1 BOLT/INTERSECTION USE: 2-%'0 GALV TIMBER 2�'4 2x4 GGA WALK SURFACE COVER - ?;={�;-=-'PROPOSED 12'm x 25'L6 GONTRAGTOR5,/,'1D 51TE MANA6EMENT. VAN BOLT5 W/(2)WASHERS 3 NUT SEE DTL 4,5P4 FOR FRAMING GGA TIMBER PILES(`rTP) T.ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES IN TYPICAL GIRDER TO PILE PROPOSED CATWALK PROP. 2xb CG R. . 6 a EX. GGA R.J. (HEAD AND END),2 BOLTS/ j I MATERIALS AND COLOR MATCHES OR OTHER SPECIAL 51TUATION5 WHICH REQUIRE PROP. RAIL ; ,�- at INTERSECTION i ADDITIONAL_GOt;�',,DE RATION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT / THRU BOLT CONNECTION ADDITION - FRAMIN6 I L i ¢ ¢ I 2 04 U5EI 2 --1/4 0 6ALV TIMBER (2)3'x10'CGA 61ROER5 0 %M a EL.±2B8'(NAVDBS) T.O.SKYWARD 3B ��. COORDINATOR F::?R APPROVAL PRIOR TO INSTALLATION. BOLTS W/(2)WASHERS E NUT 2"xb'GGA RIM SEE PILE TRIM DETAIL I i ON MAR. 10.2021 TD.SKYWARD FLANGE FLANGE 5P4 =g B.ALL MANUFAGTURG'c It15TRUGTIONS SHALL BE FOLLOWED COMPLETELY. 3B T.O. PROPOSED (HEAD AND END),:2 BOLTS/ EA.STRING, ---------__ - �� � I, � 4.REMOVE All DEBRJ"�AT END OF EACH WORK DAY IN ORDER TO ASSURE A GLEAN AND AND DECK JOISTS MHW®>i. 125 (NAVD88) 3C __ - 10.ALL WORK SHTALL EE �1ARANTEED FOR A PERIOD OF OF ONE YEAR UNLESS OTHERWISE SP4 DTL 5,DWG SP4 T-O.WF BEAM_WE_B ¢ WELL WOOD CATWALK INTERSECTION I - I I NOTED. ALL GOh!rr'AGTORS SHALL SUBMIT THIS GUARANTEE IN WRITING WITH REQUEST �� Sf�DTL 4,DWG SP4 ON MAR. 10,2021 5P4 - 2-4x12 O 3G (MIRR) I I B.O.SEAWARD FLANGE I , TD.SKYWARD FLANGE GGA GIRDER, 5P4 ¢ FOR FINAL PAYt•�Lf1T. TD.WF BEAM WEB EX CATWALK AND n 11RR) 3/4 T1 K FLAN E I (1YP) I I ' �s PROPOSED 2 3x10 GGA CATWALK 61RDER "``^ ` "" ` ------------ I PROP.GATWAIJG EXTENSION I PILE FND TO REMAIN PROP.TIMBER 5�DTL 5,DW6 SP4 I I I I PROP.TIMBER WHALE BEYOND _ W/4 I/2 x 18 6ALV.THRU BOLT,TYP - 2-3x10 GGA P ,1 i 2-4x1- BD.SEAWARD FLANGE I I WHALE BEYOND FOR PILE TRIM DTL I C, I GANI"LVR 6RDR(TYP) �' PILE NOTES y ,'::i ! GCA61RD82, ----------- -------- P - _ MLW®EL.-13'(NAVD88) I PILES INSTALL IN /,-I WE WITH ASTM 0.25 STANDARDS. EXI5TIN6 ;% ` ! �� (TYP) ' �.THK R ON MAR 10,2021 HAUL OUT SLIP Plf L� TO BE SOUTHERN YELLOW PINE PRESSURE TREATED GGA 150 501E � 1 PROP05ED PROPOSED PLAN VIEW - DETENTION TIMI3EF: PILES WITH 12'BUTT AND 25'LOtJ6. NO PILE IS TO BE PLPLl3J BULKHEAD BULKHEAD 4 CATWALK FURTHER THAN 4' FROM EACH OTTER I I I I 1 1 I BEYOND h BEYOND BULKHEAD PILE5 TO BE SOUTHERN YELLOW PINE PRE55URE TREATED GGA 150 ® � �a � SEE DTL 5,DL^I6 5P4 �! - FOR PILE TRIM DTL RETENTION TIMBEr' PILES WITH 10'BUTT AND 30'LON5. NO PILE IS TO BE PLACED 2-3xI0 GGA I EXISTING B.O.SLIP a EL.-4.0'1 MLYN FRAMING DTL FURTHER THAN 6 f'ROM EACH OTTER CANTLVR 6WDR(TYP) i I I I I (EL.-5,5'1 NAVD88) AREA TO BE DREDGE[ CATWALK AT WEST RAIL SHOWN, 2.ALL WORK TO GONFCia;M TO COASTAL CONSTRUCTION MANUAL FEMA 55.THIRD ADDITION. 5HW a EL. 1288'(NAVD88)ON MAR. 10.2021 3 -2xb GGA 3.PILES ARE TO BE INSTALLED UNDER THE SUPERVI510N OF A LICENSED PROFE5510NAL SM a EL. ±2,&&(NAVOBB)ON MAR 10.2021 EAST RAIL CATWALK SIMILAR DECK JOISTS 3 . _ ENGINEER WHO WILL BE RESPONSIBLE FOR MAINTAINING PILE LOSS. ALL PILES ARE TO BE i/i,//// , %i///i' / i/,///// '/,%//l/ i PROP.BOfIOF BASIN//// SCALE. 'fb - I-0 INSTALLED A MININt,•1 OF 10'BELOW MEAN LOW WATER LEVEL AND DRIVEN TO A 15 TON I I I I I I ( I I I I I®15.0'MLW(LL.-b3'NAVD88) MHW a EL. t25'(NAVD88)ON MAR. 10,2021 2.0'. MINIMUM LOAD GAPAt'ITY(U.O.Nj AND CERTIFIED BY A LICENSED ENGINEER ALL BEARING MNW®E. t25'(NAVD88) CAPACITIES ARE TC.' BE MEASURED BY THE EN6INEERIN6 NEWS FORMULA. THE ON MAR 10,2021 PROPOSED PAIRED PROFESSIONAL EfNr:I:.ER 15 TO PROVIDE CERTIFIED PILE L065 AND CERTIFICATION OF / 12'N x 25'L6 I I I I I I I I o I I I I PROP05ED PILE BEARING CAP,,-'I TY TO THE ARCHITECT OR DESI6N ENGINEER UPON COMPLETION OF EXISTING VINYL GGA TIMBER PILES I z �,! I 12",P x 25'L6 PILE INSTALLATION. 1___BU -�eAD DEPTH OF PENETRATION: I I I I I E�S I I GGA TIMBER PILES 4.ALL PILES ARE TO BE UHT OFF AT DE516N FE16HT AFTER INSTALLATION. ' •TO REMAIN, „ 10 MIN.BELOW MLW � I I I O DEPTH OF PENETRATION: �2 (REF) 5.ALL PILING HANDLINGS,SETTING,AND INSTALLATION SHALL.GON=ORM TO THE N.YS.GODS % 5HOAN HERE FOR (TYP,U.O.NJ 4-I / REF PURPOSES a 10'MIN BROW MLW(TYP,UDN► REQUIREMENTS. DA:t,",GED PILES SHALL,BE REPAIRED OR REMOVED AS PER 4 INSTRUCTIONS OF TI;E DESIGN ENGINEER i • 6.PILE5 SHALL BE DRIvol TO WITHIN IN OF THE DE516N LOCATIONS. PILES OUT OF TOLERANCE SHALL ;EC�UIRE REMEDIAL ACTION A5 PER THE DESIGN I3N61NE�R B C D \ / \ / I.LOCATION OF PILE FC4J DATION OR PROPERTY 15 NOT THE RESPONSIBILITY OF THE DESIGN MLW 6 EL.-13'(NAVD88)ON MAR. 10,2021 ENGINEER ALL SETFAGK LINES AND PILE LOCATIONS TO BE LOCATED AND STAKED BY @ EL. -13'(1NAVD88)ON MAR 10,2021 I \/ \/ I 8.GIRDERS OTHERS PRIOR TO<_C IJSTRUGTION. • ALL HAUL COT SLIP TIMBER 61RDER5 SHALL BE 4x12 GGA TREATED FOR WATER 3 B EXTENDED CATWALK ELEVATION � ' /\ .' ; '.• •• /\ I CONTACT USE AS;t:R AWPA STANDARDS. • ALL CATWALK Tlh«'=r GIRDERS SHALL BE 3XIO GGA TREATED FOR WATER CONTACT ' PROPOSED EXISTING 8.0.SLIP e li.-47'1 MLW, / \ � . • '•• :.. / \ USE AS PER AWPG'.`7TANDARDS. • b ALONG HAUL OUT SLIP - SEAWARD SIDE OF EAST RAIL - - : , - r 12"0 x :2516 GGA �S•GALE+ Yq" - I'-O" i (EL.-SEPI NAVDbB)AREA TO BE Df2EDGED 9.PILE NOTCHING NOT TO EXCEED 50%OF THE PILE CRO55 5ECTIO14AL AREA `.J TIMBER PILES 10. SHIMMING OF GIRDG=5 WITH 5HIM5 LARGER THAN V4"SHALL NOT BE ALLOWED. ^ m DEPTH OF PENETRATION: 11.ALL PILE AND DECK i','IRDWARE SHALL BE HOT DIPPED 6ALVANIZED,U.O.N.IN F-�•I m 10'MIN.BELOW M5L(TYP,U.ON.) i / ACCORDANCE WITH ASTM A153. ANY DAMAGED AREAS SHALL BE REPAIRED TO THE O / PREP.LW L. BASIN / / 5AT19FACTION OF T!ff RE551DENT ARCHITEGT.ALL STEEL CONNECTORS SHALL BE 6RADE 2 I/ 14' 1 1 �4' NOTCH PILE TO 12.USE SOR TAINLE55 STEEL HARDWARE AS NOTED. W � t- RECEIVE 61RDER5 13. ALL BOLTS NO WA;1I�RS FOR PILES AND BRACING TO BE 3/4 HOT DIPPED GALVANIZED OR STAINIF55 5T EF L. WASHERS TO BE INSTALLED ON BOTH HEAD AND THREAD ENDS. _ EXI5TIN6 BD.SLIP 0 EL.-4D't MLW, 14.BOLT LOCATIONS FGi'.ALL 61RDER5 SHALL HAVE AN END DISTANCE OF 4 BOLT MINIMUM (E-.-SEPI NAVDBB)AREA TO BE DREDGED PROPOSED $.S. PLATE CONNECTION I ( I I DIAMETERS. EACH 1=DGE DISTANCE SHALL NOT EXCEED 4 BOLT DIAMETERS AT THE TOP V_ • 12' x 10"x 03'75'THK PLATE I I OF THE 61RDER AND P2 BOLT DIAMETERS AT THE BOTTOM OF THE GIRDER � � (Y ,• D WHELP(El1LL PENETRATTOW AT ENTIRE PERIMETER :. LOCATED®CONNECTING POINT OF PROP./EXIST.WF PILE ELEVATION AVOID OVER CUTS W O X / PROP.BOT.OF BA51H o 13EAM FLANGES(VERTICAL PLANE) a �A E..� -i3O t MLW(EL.-b3 t NAVD88) I I I (AT EXI5TIN6/PROF05E D WF CONNECTION) (TYP FOR ALL PILE 2 PLATES,I EA SIDE OF HF k( I I I EAST SCALE- E SIL SHOWN,WEST RAIL SIMILAR PROPOSED NOTCHING) �•I OX LL :. .'12"(P x 25'L6 ELI GOA TIMBER PILE Cn Z O 3 3A -- PROPOSED WF RAIL - - - -- EXISTING WF RAIL TO REMAIN a PILE ELEVATION E'' W o (AT END OF PROP05ED RAIL) 00 r-o° (REF) � O N O WEST RAIL SHOWN,EAST RAIL SIMILAR n I 3 4 I I I I SCALE:4' = 1'-0' I ( I 5 W 4 I I PROP05ED EXI5TIN6 M•+i •- J CONSTRUCTION TO REMAIN I�! DOUBLE PAIRED GIRDER PILE TRIM DTL (.T� LU (FOR TYPICAL WF RAIL-SUPPORT SYSTEM AND W , CATWALK/T7MBER GIRDER CONNECTIONS) ^� SEE DETAILS,THIS DW6 FOR APPLICATION SCALE: ll�* = 1'-0" 1 2 ELEVATION - 3 C WF CONNECTION GONNEGTIOi NO-11=5! ENGINEER, WEST RAIL SHOWN,EAST RAIL-SIMILAR I. PILE CONNECTIONS: SCALE.Y2 = 1'-0" 4x12 GGA RAIL 6NDER5 TO PILE WITH(2)3/4'x12'6ALV.THRU BOLTS AND WASHERS. . - 3 EXISTING ±24'W x ±60'L6 2 3x10 GGA GAR U!-K CANTILEVER 61RDER5 TO PILE WITH(2)3/4'x12"6ALV.THRU 'I-- GOMPA C,TION NOTES HAUL OUT SLIP WITH A CLEAR OPENING OF ±24' 80LTS Atm WA''i iEl P` T. n ' (BEHIND PROPOSED VINYL BULKHEAD WALLS): 5P3 TO BE MODIFIED TO CREATE A ±24'W(NLG.) x 72.0'L6 SP3 2. SEE WOOD GATHALK. /WALKWAY DETAIL FOR REQUIRED HARDWARE. ;,P\ �e 3. ALL GONNEGTIN6 H'dzDWARE TO BE GALVANIZED,UD.N. aB GRADE HAUL OUT SLIP WITH A CLEAR OPENING OF ±24 (N.GJ 41j t 6E3NERAL 4. ALL SIMPSON HARGI TARE AND 69NNEGTOR5 TO BE 5TAINLE55 STEL. I.IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB 6RADE"T BE PROPERLY 5.THE ENGINEER RESERVES THE RIGHT TO HAVE SOIL TESTS PERFORMED TO CONFIRM THE r- c t.. PREPARED. THE CONTRACTOR SHALL PREPARE THE 5118 GRADE IN ACCORDANCE WITH SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT 124'(NL.) m THESE SPECIFICATIONS,USING THE NECESSARY MEANS AND MATERIALS TO PROVIDE THE THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 4555 EXISTING/PROP05M DISTANCE BETWEEN HAUL OUT RAILS SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. OF THE OPTIMUM DENSITY. COMPA61ION SHALL BE ACGOMPLI5HED AT NO LESS THAN Z� a THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE OPTIMUM MOISTURE CONTENT UP TO 295 WETTER.OPTIMUM DENSITY AND OPTIMUM i �O, 0 ° ��' << RESPONSIBILITY TO NOTIFY THE ENGINE R,OF SPECIAL PROBLEMS,AND IN THE END,TO MOISTURE CONTENT SHALL BE A5 DETERMINED BY ASTM DI55T. NO RUBBLE.TRASH. A�'�: PROVIDE A SOUND SUB GRADE. BOU IDEBR5.OR OTHER DEBRIS WILL Bt=ALLOWED OWED A5 FILL MATERIAL IN ANY U5AI5E, �' NOTE: USE 6ALVANIZED FASTENING 2.U51NG 501L TEST DATA b.FOR UNSTABLE SOILS WITH LESS THAN 250 PGF GOHCSION OR ULTIMATE BEARING �� AND CONNECTION HARDWARE,1TYP. �� A.AT ITS OPTION,THE BN6INEER MAY PROVIDE 501L TEST INFORMATION TO THE CAPACITY OF LE55 THAN 500 P5F,6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL JEFFREY T. BUTLER, P.E. CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE CLASSIFICATION OF THE SOIL IN UTILITY AND PIPING TRENCHES AND TANKHOLES TO REDUCE MIGRATION OF FINE-6RAINED ACCORDANCE WITH THE UNIFIED 501L CLASSIFICATION SYSTEM((ASTM 02481). THE SOIL AND SEPARATE DISSIMILAR FILL. MATERIALS. THE 6EOTEXTILE MATERIAL SHALL 516NIFIGANGE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER OVERLAP ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12"AS NECESSARY TO �' IfJ I� O -1 V B.SOILS DESIGNATED AS HIGHLY EXPANSIVE(CHI MHO AND OH) MAY REGYJIRE LIME DOVER THE INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE 6TFI30EX,TYPAR 3401, el.6.0' _ STABILIZATION AND/OR 5E LEGTIVE REPLACEMENT WITH SUITABLE SOILS. SUCH SPECIAL 6TF150EX,OR TYPAR 3b01 A5 MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON. -_----_ ' 6.0' TREATMENTS DULL BE DETAILED IN THE SITE BID DOCUMENTS IF THE C-05T IS TO BE 7.BACKFILLING TANGHOLES,ETC.- el.5.0' \ \ "\ BACKFILL FOR ANY EXISTING TANKHOLE5 SHALL MET THE REQUIREMENTS OF TH15 SECTION. ---- ------',\ EXI5TING/\/:..::: - ® ------ ------------------- ----- ® I I® I el.5.0' INCLUDED IN THE CONTRACTOR'S BASE BID. LIKEWISE,BACKFILL FOR OTHER HOLES LST BY REMOVAL OF SWIMMING POOLS, s�l���\� '' -J-- ----__- ------------ -- -- G.SOILS DE516NATED AS HILI l_Y ORGANIC(OH,OLD,AND PT) MAY REGBJIRE SELECTIVE el.4.0' \'�%j;//\/ BASEMENTS, COMPLYHIT14TH15SECTIONALSO. /\ - ---- ------------------- ---- - _----T__-___-----el 40- z O m RE'LAGEMBNT WITH 5UI TABU=SOILS. THE NEED FOR AND THE EXTENT OF THIS ----------- -- ---- -_ --.T ---- I V TREATMENT WILL BE DETAILED IN THE 51TE DOCUMENTS IF THE COST 15 TO BE INCLUDED 8.BAGKFILLIN6 TRENCHES: el.3.0 -- ----- ---/\� _- SHW EL. ±2 bb' VD88) ON MAR 10. 2021 el 3.0' / W m z Q IN THE CONTRACTOR'S BASE BID. BACKFILL FOR UTILITY TRENCHES SHALL.BE WELL-6RADED,GLEAN,FRESHWATER SAND, ----- �J J e1.2.0- \\ `` -- ----- - ------ el 2.0' > D.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY FREE OF SILT AND CLAY PARTICLES.BACKFILLING SHALL OCCUR IMMEDIATELY AFTER ------ --------1•�:;' -___ - ___-______ 2021 �--- - EXISTING � C"� J � (`(� � Z MHW,@ EL. t25 (NAVD88) ON MAR. 10, CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE 517E BID THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR el. I o' EXISTING %��� �• i� �� i � VINYL BULKHEAD el I 0 W •�� � 0 ~ � Q/ DOCUMENTS. THE EXTRA 605T OF UNANTICIPATED REMOVAL WILL BE BASED ON THE(UNIT TO INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SHALL BE - ----VINYL Bl1UCI1EAD --- -- V ---- -- �------- - - ------ (BEYOND) ----�--- e1.07 TO REMAIN, __-- - ----------------- _-�-------------- TO REMAIN I al.OD' G05T5 PROVIDED WITH THE BAS BID. THE G05T OF UNANTICIPATED LIME STABILIZATION PROIL VIDED. WITH THIS SECTION EXCEPT THE TOP b INCHES SHALL BE NATIVE SHOWN FOR REF R)RPOSES ----------- 1---- Z Q OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. 4.AREAS OUTSIDE THE PAVING SHALL BE FILLED AND GOM'AGTT37 AS NECESSARY WITH '•.• ---- I, ------ -- ---- �= ---__-_ el. -1.0' MLW e EL. 1.3 (NAVD88) ON MAR. 10 2021 el. -I.o' W O SUB GRADE PREPARATION TOPSOIL SUITABLE FOR GRASS. AREAS REQUIRING CUT SHALL ALSO BE PROVIDED _-------------- �---- --- ------ ---- -----__-- - . WITH b INCHES OF NATIVE TOPSOIL FOR GRASS. FINISH GRADE FOR THESE AREAS el. -2.0' 3 I. THE CONTRACTOR SHAM REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE, SHALL BE I INCH BELOW TOP OF GARB, AREAS SFIAiJ_BE SLOPED TO DRAIN AT _______________ __ _ _____ EX. AREA TO BE DREDGED ______�__-_ I el ".0' Z N AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED MAXIMUM OF 4-1 UNLESS OTHERWISE-INDICATED ON THE SITE OR GRADING PLAN. - APPROX 4-43 G.Y. OF SPOIL TO BE ___ _____________'__ _ �� (i `11 p NO :.:. FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH 6OVERNIN6 LAWS AND GORES. 10.COMPACTION TE5TIN6: --------------- - -- `b' --- -- --- REMOVED AND RE5ERVED FOR FILL --- - --1 -- J--- �-- ---- -- Z X -J V CV THE CONTRACTOR SHALL SHAPE THE SUB 6RADE IN ACCORDANCE WITH THE 6RAOIN6 THE EN61NER WILL EN6A6E AN INDEPENDENT TE-51IN6 LABORATORY TO PERFORM 0) A el. -4.0' ;b ri) -- Q - + '� - v el -4.0' tLl CV PLAN,TAKING INTO ACCOUNT THE THICKNESS OF THE PAVIN6 SYSTEM. THE TOLERANCE STANDARD PROCTOR TEST(ASTM 01551)ON THE FILL MATERIAL(OR NATIVE SOIL ------- -- --- •'.: --- - - -----�` EXISTING B.O SLIP EL. -4.5_ MLW, - -_ - -- EXISTING B.O.BASIN® - ----- I {Y (L LL O CV OF TH15 ROU6H 6RADIN6 514ALL BE WITHIN 1/2'H16H TO I"IOW. DURING THIS PROCTOR TEST(ASTM D155T)ON THE FILL MATERIAL(OR NATIVE SOIL IF NO FILL IS el.-5,0' r�, (EL. -5.61 NAV088) ih BEYOND HAUL OUT SLIP el.-57' A�� !_ v �0�1 u t OPERATION THE CONTRACTOR 54ALL NOTE ANY SOFT AREAS THAT BECOME APPARENT USED) AT LEAST?2 HOURS BEFORE 1IiE C.ONIRAGTOR INITIATES GOMPAGTION AND(?� --------------- ::, , -- C� ----- AREA TO BE DREDGED -- b�-- -�--- - - / i r i '- ' r ------ l ()1 � W AFTER TRAFFIC BY GONSTRlIGT1ON EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS e I. -6 O' :'::: \/\\ /\� \/ A NUCLEAR DENSITY GAUGE(ASTM 02422 AND ASTM 030177)OR SAND GONE(ASTM _ / / // / / // / /_- -------- - _.._._ i IL 5HALL BE REPORTED TO THE E NiSINEER FOR DETERMINING THE METHOD OF TREATMENT ---------- ----- /�Z�T-�77��1 j j\�j�j \�% � y din i. 1- K DI556)TEST AT A MINIMUM OF 11NRT�RANDOMLYSELECTED LOCATIONS TO MEASURE �-��!,<,, REQUIRED,IF ANY. .•:•.;•�� \;:�!'<. ,, � \� \/ \, \ /�/\. ,. � �/ \/�/ �i'�//�i/��j r..�j��%\//\//\//\//��/ el. -1.0g etnycli.Corflulll ,I.� �Ntr, � O THE DEGREE OF COMPACTION OF THE SURFACE 5UBGRADE. IF THE RESULT'S FROM THIS _el_-T.O' - - _ -------- /��� � /�� / /��\�\ PROP. BOT. OF BASIN: -5.0 MLW(EL. -6 3 NAVD88) /\� \/ '\��\ \��, ��\� � \ � _- ------ or Board �Tr' Stec Q � O 2. MAINTAINING 17RY SITE CONDITIONS: . L // ///////j//'/':,//// % / :!\l '/. �,/ ,/ ,/ , ,, / ,/ / ,/ ,/ ,/�7//�/j/\ \Tj////lo\�/j/ J l//j //,//, //'/ CITY 181 t cart, z TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET OR EXCEED THE DE6REE OF \/�:! \, \ \ \ \ \ \ \ \ �J OURIN6 PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLACE,LINE COMPACTION SPECIFIED IN THIS SECTIO THE G05T OF TESTING WILL BE DEDUCTED -el--8 O' --__--_---_ \�,\� (, \ \\ \\ `%\�j\\;_i\\i,�i�\ ----- \%-- -- \'\�\\1 \/`��--- \\1�\1\\/\\/ > (I j%\�\\1\� \\j\\�--------- e I_-8.0' (.�+I JU I�{/�'�� (for other states) F�,.i -� t-Z Z (- C ONTRAGTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND TO N �\'�:. � y\\/ ;\\/T\\ \L/\� \7\� f(� :,,." I \ \ \ \ 11 MAINTAIN A DRY 511E CONDITION.5UCH MEA5URE5 SHALL INCLUDE PUMPING OF FRS It.THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH -el. -G O' ::'. /\//;/i\ / /\/\/\i\j \/\/\ '\ /\/\/\/\ FROM THE CONTRACT AMOUNT,AM)THE TESTING(2)WILL BE REPEATED. / 1/ /. /.;, / / // (. ' /, / // / e I. -61.0, �I < O O Q --------- --- :. �1\' \ /\\' ' �\\ ----- -- EXTENT OF DREDGING TO BE ±5.0'(±) MLW, - --- �\\�!\��� ��i-------- -------- 800-212-4480 1811 2 SURFACE WATER,MINOR HAND AND/OR MACHINE SHAPING TO FACILITATE WATER --- _ / ' �� �,\�______ (EL. -6.3 NAVD88) WITH MAXIMUM OVER GUT OF 6.0 ____:yam �1 1�I REMOVAL,AND OTHER OPERATIe7N5 TO SPE=D DRYING. THE STANDARDS OF THE S.G.D.H.S. CONTRACTOR 15 RESPON5II3LE FOR ALL el. -IOD' //�//\/% / // // ! �� // // /\� �I P � _ __- eL-10.0' - IN5PECTION5 AND 516N-OFF OF SAME. , / ►;; 3. NATIVE 501E COMPACTION: 12.GONTRAGTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND e I. -ILO' \��' t \� //\\ \` \/\\�\ 1 i e I. -I I.0' By law,excavator. �1,;entractors working in For safety reasons,homeowners are strongly COHESIVE AND GOHESIONLE55 NATIVE SOIL SHALL BE COMPACTED TO 45%AND 1005 OF THE ,; \, I, / �--"� ____ ___________ I ��� : \ --- the five boro - = �. / �\ '' ----------- r- \ ------- --------- ughs of .ry York City and Nassau encouraged to call as well when planning any CERTIFIED AS EMPTY PRIOR TO RELOCATION. ---- ----------- \ L OPTIMUM DENSITY,RESPECTIVE:(,PRIOR TO PLACEMENT OF FILL \ \\\\>\ ' \ \' \� i and suffclk Cour n Lon Island must type of digging el. -12.0' // / / '/• , , // %'. % _ / i •// / - %/ //\/j /\!/ % % '/j�' el. -12.0 contact Di Net,1-8r ?-2 9 YPontheirproperty. 4. FILL SELEGTIONAND COMPACTION: __------------------�\� / / L��/1�------------- -_----_---- __ � \�--_----------______ g 72-4480 or 811,at least Homeowners can contact us directly at THE M05T G05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: / `/ / /\ \�/ \/ / 48 hours but no n ), •than 10 workingdays 1-800-272-4480 orb calling811,the / 1 2 \/�` >/\\/ \ \\ (excluding weekei :;rmd legal holidays)prior national call before you dig nmber.For -5AND-6RAVEL MIX(I5 TO 3%FINES(0,02 MM AND GBR> 177), \ i, � ; i�/ ,!i//\/\-' to beginning any hanized digging or excavation work completed on personal {�F2AVI3Y SOIL(3 TO 655 FINES(002 MM AND CBR>8), �\i, �, / \ excavation work tc �,ure underground lines property,it is the contractor's -SANDY SOILS(3 TO b%FINES<0.02 NM AND CBR>8), �\ '\\/\` HAUL OUT SLIP ELEVATION are marked.Exca,it, ;and contractors can responsibility--NOT the homeowner's--to --SILTY GRAVELY SOILS(6 TO LOSS FINES <O.OZ MM AND GBR>S), 6 also submit local r:m costs online,through contact DigNet.Having utility lines marked SP4 -SILTY SANDY SOILS(b TO 15%FINES(0.02 NM AND CER>8), (EXTENT OF DREDGING) IT C.If you do not ^iu r•-ntly use ITIC,please prior to digging is free of charge. -CLAYEY 6RAVEL SOILS(OVER 2055 FINES(0.02 MM AND CBR>5), SCALE:Y; = I'-0" call 1-800-524-7r1tnr more information. -CLAYEY SANDY SOIL(OVER 20% FINES(0.02 MM AND65R>5), - of 5 I 2 4 PROVIDE GGA 2x WD GAP, 10"4) GGA TIMBER PILE, 4"x8" GGA FOLLOWER, VINYL SHEET PILE AND b"x 8' GGA TOP WHALE IV x 121-6 GALVANIZED TIE ROi�S MATERIAL TO MATCH NEARBY TO BE FASTENED 6 EACH OCCURRENCE,U5E I" GALV. BOLT,WA5HER5 (HEAD 4 END) AND NUT. EX.VINYL BULKHO GAP ADDITIONALLY,4"x8' GGA FOLLOWER,VINYL SHEET PILE AND 6'x8" GGA TOP WHALE SHALL 10"'P GGA GAT LOG -� NOTE- APPROX. 1216 L.F. BE FASTENED W/3/4' 6ALV BOLT, WASHERS (HEAD d END) AND BOLT® 16' O.G. �I PROPOSED 2x GGA BULKHEAD GAP T.O. BULKHEAD 6 EL. 16.0' NAVD88 - -moi -------- __ - _ HAS BEEN OMITTED FROM THI5 VIEW (MATCH EX. BLKHD ELEVJ 1`� SLOPE MIN� - - - _ _=_- FOR PURPOSES OF CLARITY, 10'4)x10'LG GGA SEE VIEW 2,BULKHEAD PROFILE \/\ �/ / / %�/ / / `/ / >6 e 1. 5.0' DEADMAN (NP) eI O' / / / / / / % / / // / // , el. 4.0' \/\/\/\/\/\�\/\/\�\!\����\ el. 4.0' VINYL SHEET PILING SHW® EL. 12.8b'(NAV0bb) ON MAR. 10. 2021 el. 3.0' " 'I SHORE6UARD 625 4 x6 GGA FOLLOWER(TYP) - - (3) 6"xb," • / i / �r, AREA TO BE EXCAVATED FOR e I. 2.0 el. 2.o MHW 9 EL. 12.5' (NAVD88) ON MAR. 10,2021 • • � -_- cv GGA.WHALES i`j v; /j\ t / / .• .•• • ,� \ , , D INSTALLATION, el. I.O ..:.-_..; r. 10' MAX c'pn r-•j\\; MATERIAL SHALL BE REFILLED b'-0"O.G. MAX. el. 0.0' \/ / TO ACHIEVE I� SLOPE FROM el. 0.0 WHALE SPICEZZ ° ;\ GALV. TIEROD „ el. -I.C' _ ! /,, j! PROPOSED BULKHEAD TO eI. -I.O' IO'V x 30 L6 GGA F!I_E57 177/ % / / iEXISTING GRADE (SEE (TYPICAL) 'el. -2.0' MLW® EL. -1.3' (NAVD88) /\/!/\//�/,' % /� �j %/\!.\ ` \ ` \ \ ` \ OMPACTION NOTE5, DWG 5P4) e I. -2.0 INSTALLED AS SI101 w eI. - .0 ON MAR. 10, 2021O >��ii�i \% \%\% e I. -3.0' �I�� 14' - PL�I�I DET I L 6"x 8' GGA 6 IFiALE(I OF 3)�y. 2) I x12 LG ;y\\i\/�y/�` " _ I II /� SCALE: 3/16 I-0 - EL. -3.0±MLW 6ALV. TIE RODS�. � =PROP. BOT. OF BA51N e -4.0' MLW(EL. -5.3' NAVDBb) /�i`/ i ' ^��(2) 10 /\/\ / �\\,GAT LOG fir' / el \�0'' j//\� � II I EXISTING rn \ \ UNDISTURBED 501L� IO PAO L6 \/\\/\\/\\/\\/\\/\�'��'\\'\\�\\'\/\\/\ b O.G., DEADMAN'\ EXIST. GRAVEL 5URFA6E -! HAUL OUT SLIP el. -�f.0' \\\i ���\��\�� \\\i %\\%\\� 16.3' \���' \,\\ \\' 4S' el. -G.O' TO REMAIN _T '� r W/CLEAR OPENING NOTE: USE 6ALVANIZED FASTENING i\/\/ ` j\/\i "�/> r 't OF ±24' OL -10.0,-10.0 AND CONNECTION HARDWARE,TYP. ��/\ /�/\� el. -10.0' X / tl0' MIN EXCAVATION REQ'D ti' TO BE MODIFIED w \� FOR BULKHEAD ANCHORING TO CREATE A "- \� o t24'W (N.G.) x-72.0'LG PROP05ED INCIDENTAL DREDGING HAUL OUT SLIP 10'BEYOND BULKHEAD REPLACEMENT TO MAINTAIN A MAX. \\\ r\\\\ WITH A CLEAR 3 DEPTH of-4.o MLW,[�3 NAVD88] PROP05ED 24H VINYL SHEET BULKHEAD OPENING OF z I • APPROX 138 CY OF SILT/SAND SPOIL TO BE USED AS %�/%, j��/j�� APPROXIMATE TL LENGTH = #216' w j 124' (N.GJ G BACKFILL BEHIND REGONSTRUGTED BULKHEAD r' '�i/%/` 'j//j INCLUDING: ;` ; / F +; \j\\\ j�\% LEG 'AI': ±IQ'1' LG EXISTING \/\ \ ' ' ' I STORY METAL BUILDING "' EAST E o W:5T RAIL RETURN A36 3 LG > RAIL WOOD I I• f I (NO WORK) 2 O CATWALK VI Elul '2' - BULKHEAD PROFILE `\��� \\'`\% 10"� x 30' L(5 SCALE: I/4" = I'-0" i��/X< GGA PILE,b' O.G.. (TYP) 10V GGA GAT L06 (TYPICAL) L_ / 10"P GGA %�� DEADMAN(TYP) U5E I (P 6ALV.BOLT,WASHERS (H$E) # NUT EA OGGURRENGE, 5P5 SP5 TIE ROD (T 1'P) l V U5E FOR PILEMIHALENINYL SHT/FOLLOWER CONN. VINYL SHEET PILING,SHORE6UARD 625 AI rT� m Q X USE 1"m x 12'L6 6ALV TIE RODS, 4'x6' GGA FOLLOWER(BEHIND VINYL SHEET PILING, q 10"� GGA TI,ii!iBE � Q USE 314 GALV. BOLT, , SEE 'VIEW 2 AND VIEW 4 SEE VIEW 2 # 5 DW6 5P5) p PROP. GGA / 11_ WASHERS(HAL 8 NUT FOR MORE INFORMATION(THI5 DWG) PROVIDE CGA 2x WO GAP FOLLOWER(TYP) BULKHO PILI. (Tl' IGAL) O W USE FOR WHALENINYL SEE VIEW 2,P LKHEAD PROFILE FOR INFO. SHT/FOLLOWER CONN. (3) 6"x8"GGA WHALES CL1z � / GA p � E�O.C. WHALE SPLICE(NP) T.O.F'ROP.BULKHEAD® EL. *b.0'NAVD88 i . .. . k K (MATCH EX. T.O.WD BULKHEAD) 0 o 0 041- SHW o EL. 12.&8'0,;IVD88)ON MAR 10. N ROPOSED CA Q 2021 �,.'All / GGA WHALE Q MHW a EL.125'(NAVD88) / (TYP OF 3) ON MAR 10,2021 ( LU MLH O EL.-13'MAVD88)ON MAR MATTITUCK m 2 10,2021 °� CREEK +' SP5 EXISTIN6 B.O.SLIP a EL.-3.0'1 MLW, c� / (EL.-4.3'1 NAVD88)AREA TO BE DREDGED +I EXISTING / KONG.SLAB EXISTING FLOATING DOCK I I i i i i PROP.BOT.OF BA51N® / EX. METAL RAMP i -4.01 MLW(LL.-5.3 NAVD88) I I I I I I I I - - i EXISTING DECK ENGINEER: EXI5TIN6 ELECTRIC SERVICE TO REMAIN (V I I I� �r gar I I I I I � I I I I I lJ) r•- �f .t' y i; i 60 4 rC 07349 EXISTING 1 5TORY BUILDING JEFFREY T. BUTLER, P.E. 10"V x 30' L6 ' i i (NO WORK) p�/ ` , ED I I I I I I I I I � \ .�C. Q GGA PILES® 6'O.G. i i i i / (� I- o PAl �rrIAL SITE PLAN - ° �_J Q / PRC: POSED BULKHEAD O o o L_J � Of NI-`�I Y�I?K�� I I / (LEG 'AI , A2' AND 'A3' SHOW I�� v Ir- z ,� Q &SONG I � VIEW 3- - ELEVATION DETAIL / SCALE: 1 = 15'-0" -j v m SCALE: 3/Ib - I-0 800-272-4�80 8 / �., fl I- o ~ I o ,-� -i � m o z Z ~ CL www.dignetnycli.com l or w � � www.call811.com " / i--i z O < I� LU O 4x8 CGA FOLLOWER AND 6 xb a O (for other states) CGA WALE,51515 VIEW 3,DWG 5P5 PROVIDE 2x GGA W7 GAP / z 0 CV FOR CONNECTION GLARIFIGATION MATERIAL TO MATCH NEARBY Q Q 0 N By law, excavators and contractors working in the EX.VINYL BULKHD GAP / � - V Q Q) five boron hs of New York Cit and Nassau and ASPHALT GOhIGRETE-TYPE b f :-,;%, '. 1 APPROX LENGTH: 1216 LF. ,, AI BULKHEAD LEG PROPOSED Z W 9 Y �z,2 er+s�rar+wa • :�id�:;�.i::ire::x:..::. Suffolk Counties on Long Island must contact ,45PIiAL] BASE GOl1R5E 4" 7" 6" / ±197' LG PROP05ED VINYL BULKHEAD W CL LL. Q Di Net, 1-800-272-4480 or 811 at least 48 hours 5HOREGARD g ,� ON PLACE OF EXI5TIN6 TIMBER BULKHEAD) x H-- U- (v I but no more than 10 working days(excluding ,�� �T�fi�jZ7j j�ij ,j ri<T`�Tj'�rr;�,;/ ;r/ ,: `4/ VINYL BULKHEAD ►�I (S) �j m weekends and legal holidays)prior to beginning ! STONE BLEND BASE -45%GOMPAGTION(STANDARD PROGTOM T.O.PROP BULKHEAD 0 151-16.0 NAVDBB �/ A2 BULKHEAD LE6 MODEL No. 5G5b0, 24' HIGH 1i-1 3 LI 0 any mechanized digging or excavation work to ��%;'\;, %\ /�� >`%/�%/�y�%%j ���%j;j� %�i/��%�% j�j��% j�%/ (MATCH EX.TIMi3ER AJ04EAD ELS /\i \!�/�/\< / - - - -- - - - tlb' L6 PROPOSED VINYL BULKHEAD F,PPROXIMATE LENGTH = t21b' o .. ensure underground lines are marked. EXISTING Excavators and contractors can also submit \/\�\\\ \\ \\/\\ \\ \\ \\ \\ �\ \\/! GONG.SLAB (IN PLACE OF EXISTING TIMBER BULKHEAD) INCLUDING: ►� O z locate requests online,through [TIC. If you do not '`/\/\/\/\/\/\/\/\/\ \ / USE I"0 6ALV.BOLT,WASHERS(HdE) LEG 'Al,(1) tl9l' LON (� ���] (c� -t (- PAVEMENT SEGTION (MIN. THICKNESS) \//\//\//\//\//\//\//\//\// r E Il U E currently use]TIC,please call 1-800-524-7603 \ '\ \ \ \ \ \ \ \ \' AND NJT EA OGG1iZFiENCE,USE FOR A3 BULKHEAD RETURN l_EG A2,(I) 116 LONGI �1 1 -;_ _ < Q \/ /\/\/\/\/\/\/\/\/ PILEMHALENINYL SliT/FOLLOWER CONN. �, 13 LG PROP05ED VINYL BULKHEAD LEG A3,(1) 13 LONG RETURN! 2 v -7 � for more information. ASPHALT CONCRETE /\// // 1 \ x \\ \\ \\ \\ \\ \\ \\ \\ ,�\ (IN PLACE OF EXISTIN6 TIMBER BULKHEAD) WEARING COURSE / \/\/\/�/\/\/\/ 4 s For safety reasons, homeowners are strongly // // // // // // // // // // // / PAR h ?121 encouraged to call as well when planning any ASPHALT CONCRETE 2 1/2„ \\\ " BINDER COURSE / / / / /�/\/\/\/\/\/\/ �/�/ � type of digging on their property. Homeowners // // // // // // // // // // // // FLAG#1 cacalling 811n contact ,the national x1directly at 101 before you dig or STONE BLEND BASE 4 /\�\�\ \�\�\/\\//\//\//\///\\/�/� / �� I -Southold 1b,'�, / / / / / / / SEAWA{�p EDGE OF TIDAL ARSH < number. For excavation work completed on \ \\ \� �\ �� �\ �\ �� \\ \�\/\'X VINYL SHEET PILING Board of Trustee., /� //�// �/ �/i//. //, //i// //�//r// �VIEW 2 AND VIEW 3, "--1�_ - personal property, it is the contractor's DRIVEWAY/PAf;ZK I N6 AREA Iw' 151 /\ \ \�r//�\ , }���/ A\1/\� DWG 5P5 FOR INFORMATION 3 ' FLAG IQ � \ responsibility--NOT the homeowner's--to contact Y I EN - �� DigNet. Having utility lines marked prior to ` / �I A I _ ': \/\ \� \� \\ \\r\\'\\/\\\ / SP5 digging is free of charge. ��Y �M�1 YT S�GTI ON Y SCALE: ( I-0 /\/�/j\//�\/ ,//\//\/// NOT TO SCAL15 EDGE OF WETLANDS AS FLAGGED BY EN-CONSULTANTS ON JUNE 2011 1 - of 5 Cantrell, Elizabeth From: Louise Harrison <lharrison@savethesound.org> Sent: Wednesday, May 19, 2021 3:05 PM To: Cantrell, Elizabeth Subject: Strong's West Mill, LLC Attachments: Save the Sound_Strongs Wetland Permit comments.pdf Please deliver the attached comments on the above-named wetland permit application to the Town Trustees prior to their work session and public hearing today. Thank you, Louise Harrison New York Natural Areas Coordinator Save the Sound P.O. Box 1851 1 Southold, NY 11971 _. 4 631-428-1315 nharuisori ,savethesoun .org www.savethesound ori U-N Save the Sound` Action for our region's environment. Take actions for our region's environment. Give tod�ayl ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Save the Sound® May 19, 2021 41 f' I& ; ; y� Town of Southold Town Trustees c/o Elizabeth Cantrell and Diane DiSalvo MAY' 19 2,07 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 Re: Strong's West Mill, LLC, permit application Dear Board of Trustees: Save the Sound, a bi-state environmental organization that endeavors to save endangered lands, protect Long Island Sound and its rivers, harbors, and inlets,fight climate change, and work with nature to restore ecosystems,submits the following comments for your consideration with regard to the application by Strong's West Mill, LLC,submitted for your review by En-Consultants on March 26, 2021. We understand components of the wetland application involve replacement in kind of bulkhead infrastructure and routine maintenance dredging of the owner's marina slip. Other portions of the application involve additional improvements to the marina facility that would fall under the Town of Southold Planning Board's final amended scope for a Draft Environmental Impact Statement for the Strong's Storage Buildings proposal, being prepared by the applicant.These additional, site expansion- related improvements include extension of the travel lift and associated work. Save the Sound participated in the Planning Board's scoping process and submitted detailed comments, which were incorporated into the final scope.We assume the Town's Planning Board has shared the DEIS' scope of work with the Trustees and you have had benefit of its review. We believe no permits should be issued for any modifications of the property related to the Strong's Storage Buildings project prior to the conclusion of the SEQRA process. Such issuance would be considered segmentation of environmental review. Thank you for your consideration of our comments. Sincerely, Louise Harrison New York Natural Areas Coordinator P.O. Box 1850 1 Southold, New York 11971 1 631-428-1315 900 Chapel Street I 2nd Floor I New Haven, CT 06510 1 203-787-0646 www.savethesotlnd.org OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex " � P.O. Box 1179 54375 State Route 25 �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G °"� Southold NY ap�, Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM l M AY 1 9 2021 To: Glenn Goldsmith, President Town of Southold Board of Trustees �... ". �_ i From: James H. Rich III, Vice Chairman Members of the Planning Board ` Date: May 19, 2021 Re: Application of STRONG'S WEST MILL, LLC SCTM# 1000-106-6-13.4 The Planning Board has been made aware of a pending request before your Board for a Wetland Permit to construct improvements at the Strong's West Mill Marine property. The application is to modify existing haul-out slip dimensions from 24' x 60' to 24' x 72' by welding 12 If extensions to two (2) existing steel travel lift rails over additional piling foundation; remove and replace existing 2' x 59' wood catwalk adjacent to easterly travel lift rail with 2' x 72' wood catwalk, and construct 2' x 25' extension to existing wood catwalk adjacent to westerly travel lift rail; remove and replace (in-place) approximately 216 If of timber bulkhead with vinyl bulkhead, incidentally dredge up to 10 feet seaward off reconstructed bulkhead to max. depth of 4 MLW, and use approx. 38 cy spoil as backfill; remove 4' x +9' portion of existing 4' x 91' floating dock to accommodate prop. rail extension (4' x 82' portion of ex. float to remain), and remove and replace (in-kind/in-place) ex. +5' x 9' platform leading to float (ex. 2.5' x 20' aluminum ramp between platform and float to be temporarily removed and reset); and maintenance dredge interior of modified haul-out slip to max. depth of-5'MLW(with max. 6" overcut), using approx. 93 cy spoil as backfill behind reconstructed bulkhead. Located: 5780 West Mill Road, Mattituck. Be advised that the Planning Board, as Lead Agency under SEQRA, has issued a Positive Declaration for an action on the same property and under the same ownership for the construction of two storage buildings which is currently under Planning Board 1 1l s0c commercial site plan review; a Draft Environmental Impact Statement is required. It is the determination of the Planning Board that portions of the proposed work are connected to the whole action and, consequently, approving them could be considered segmentation of the SEQR review process. This work, which includes the extension of the travel lift and work associated with the travel lift extension, as well as any other new work, should not be allowed to move forward until the SEAR process has been concluded. As an Involved Agency, the Board of Trustees will be informed of every step of this process. It is the position of the Planning Board, however, that the removal and replacement (in- place) of approximately 216 If of timber bulkhead with vinyl bulkhead is not a substantial change and can proceed if it is necessary and not functioning. Furthermore, maintenance dredging can also proceed using 38 cy and 93 cy spoil as backfill behind the reconstructed bulkhead. This position is based on 6 NYCRR Part 617.5(c)(1) of SEQR regulations which allows for the "maintenance or repair involving no substantial changes in an existing structure or facility". cc: William Duffy, Town Attorney Damon Hagan, Assistant Town Attorney 3 .. MAY 1 9 2021 P a g Glenn Goldsmith, President e42 Town Town Hall Annex A. Nicholas Krupski, Vice-President 54375 Route 25 John M. Bredemeyer, III o - P.O. Box 1179 Michael J. Domino v + Southold, NY 11971 Greg Williams y Telephone 631 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: S/12/21 3' 45 Completed in field by: G. Ga Us*m j` 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 v Ch. 111 SEQRA Type: I 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: have read & acknowledged the foregoing Trustees comments- Agent/Owner: Present were:. J. Bredem /eyer M. Domino ,/G. Goldsmith i/ N. Krupski G. Williams Other Strong's West Mill,LLC 5780 West Mill Road,Mattituck 1, sSCTM#: 1000-106-6-13.4 �I V, +""yy iti., _ • 5/12/21 A _ Al Cantrell, Elizabeth From: Stephen Boscola <boscola@gmail.com> Sent: Wednesday,April 21, 2021 2:19 PM To: Cantrell, Elizabeth Cc: DiSalvo, Diane; Save Mattitucklnlet Subject: Strong's West Mill, LLC - Permit Application Dear Ms. Cantrell -please distribute the below letter to the Trustees. Thank you. Dear Trustees, Our group, Save Mattituck Inlet,just became aware that Strong's West Mill, LLC has applied for a wetlands permit for the Strong's Yacht Center. Save Mattituck Inlet has been closely following the massive excavation and storage building construction proposed on that same property. Our concern with this current application is that the developer is trying to include the extension to the haul-out slip as part of the bulkhead replacement. Since reviewing the haul-out/travel lift slips is part of the scope for the DEIS,trying to extend one as part of a different process feels like the developer is either trying to circumvent the Planning Board or segment the review. Our group seeks to protect and preserve Mattituck Inlet and the surrounding ecosystem. We appreciate the care that has been taken by the Planning Department and Board to ensure a comprehensive DEIS is prepared in accordance with SEQRA. We respectfully ask that the Trustees scrutinize any application on this property and disallow the slip extension until the DEIS is completed and reviewed. Thank you, Stephen Stephen Boscola , 2 � � � �t� E2 Save Mattituck Inlet E www.SaveMattitucklnlet.com cell 631-830-3082 APR 2 1 2021 Southold Town r _ =r Board of Trustees MATTITUCK INLET ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i )UNAUTHORIZED ON OR ADDITION TO THIS SURVEY 15 A TION OF SECIION 7209 OF THE NEW YORK STATE TION LAW. OWN ARE FOR SPECIFIC ARE NOT TO USED TO ES OF THIS URVEY MAP OT BEARING SURV ('INDICATED HEREON SHALLRRIJN ONLY TO THE PERSON FOR WHOM THESURVEYIS PREPARED AND ON H BEHALF TO E�T EA COMPANY.(GOVERNMENDISTANCES91� HEREON FROMDINGPROPERTY TIXi LISTED EXISTING STRUCTURES TO ME AS94NEESAOF THE LENDING IINNSTTIITUTION.CERTFlCATTIIONSS ARE NOT ESTABLISH PROPERTY To ADDITION INSTITU71011 OR SUBSEOUENT°OWNERS. (5)STHE LOCATION OF WELLS( E LAND TANKS (T) CES SEAL OR EMBOSSED)SHONSEAL SHALL NOT BE CONSIDERED TO BE A VALID ARAE COPY.(4)FROM OTHERS, ('1A�),.SEPTIC TANKS(Sn h CESSPOOLS(CP)SHAWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 26 Ov- 7.00 2�a?u — _ WIRESP . . H BELGIAN BLOCK I N a 400 Ostrander Avenue, Riverhead, New York 114101 I 1 tel. 631."12'1.2303 fax. 631.'12"1.0144 STON f DRIP�Vgy FENCE I . . fOZ7 / �a I I s odminagoungengineering.com 01 ca � m I G Howard W. Young, Land Surveyor o \ \ O S6 `O SCOR �� • " �! `� t RAMP DOCK \ 8° o � 1 E N ,I .r.., I ', . . , I FLOATING \\ \yV \ /18 �Od( 2 FRP Nr �� I : ,1 : I '. '. 1 : : :I / Thomas G. Wol art Professional Engineer I P n \\\ \ 43 g8 �' GPR Douglas E. Adams, Professional Engineer Robert G. Tast, Architect \ \ �• +-� a •. •• .• •. ,.\ .• . •• .. 1 •. .. .. .• I .. . •. . I / Robert 5tromskt Architect �U I I ' • . . I . • . ". o S ••`_;�; I;� • . ' •.I ••• . . . I / sat' - 1 \ ' . . .\ rn I 1to ' ! i to o \' a \ x \'. : : :I 0 � \ . . • \ .1 : .1. : 1 � �2 I : : : ;g,I /•: :;I::.E.:•i HED , Qy = RAMPOD FLOATWG DOCK Poop I : : : :':';•'.:/:. /::I . now t }� D or for � O . . I : : : ' ' I : : E ; LL ► . . : : N78°lo, onnq M• �o erly � °� I : : .. :: i:I 1` W111 p0 W (1000-106_ 6- 13.7) 0.00' I • • �� 1 . �j ° \ x , ./• /j I r AA \\\\ � /•'•�.'/•,. /. ,••:/••.•.•,/y�� �` = 441 � a- 0, ~W eA \ / . rod p• . . . /.': r> OA —— —09— — — — — v. U r 1Z o v FLOATING DOCK In yy � Aj � cr \ .'' �uy' •'•, •'. 1 ''.• •',•'.? ,-� \\ `, " .•/ �...' /.' ..���;',:' •. 1, I J 3 ° , aHlwl \\ X 42.38' MAR 2 6 2021 -t i Y i:" 'i.":..i.• if Y 515°5�('II"W \ \ / \ l :: •:.;' • .'".;."i ;r3; ./ 26.2'7' Southold Town \ j,• •:.::� Board of Trustees ". '. \ "' '. \\\ .. '� I �� /� /• ."!;• •/•! ��',i I`1 It Qm� k \ I : • : l.'.' /'' a �, w ENGINEER'S GERTIFIGATION 41 os_ I • I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE DISPOS SYSTEM 5 FOR THIS PROJECT WERE DE516NED BY ME �. . . ..... .. . . I • " •%'•' •/•• '�••l X, opo OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH x�• •'•' :" FLOATING DOCK /''' .. . . RAMP STUDY OF THE 501L, 51TE AND GROUNDWATER CONDITIONS, ALL 1 I /• . / '•'..: !; LOTS, A5 PROP05ED, CONFORM TO THE SUFFOLK GO s I i DEPARTMENT OF HEALTH SERVICES CONSTRUCT STAND 5 IN EFFECT AS OF THI5 DATE. •/ l f. oti— \ ,,7 4d BF. . \ // I : 1 , APPARENT HIGH WATER \ / \ MARK IN COINCIDENT WITH � BULKHEAD HOWARD Nlr 6, N.Y.S. L.S. NO. 458413n °ry RT, N. P.E. NO. 61483 x.K ' • •••. .. �'' '•••. .. '''••• � D,�� 4 THOMASG Y`�OLPE Y5 P ... . . . ... / / \ r-. •. \ . ... .. . .�. . . . . ''� O°16'33"E — — _ t / 1 ry0 ry DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80841'1 I _.- aYx..' .. . . . . . . . . .. . . .. . . .. . . . . . .. 1 : . / — — . ' / �\ \\ r; .. . I I I : <I } /.� 1. OR'S CERTIFICATION / . . . . . . . '• I . 3 5UR1�EY s8 ° , x / _ - - - - - - - - - --- - - - : : : F o .. .,. 1`i 1 � / �8g I HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING / / J' I I / 0 o t BOUNDARY AND TOPOGRAPHICAL SURVEYS M i . .. VEY ADE BY 5 // �jro� O % t\i ��N TIE LINE ALONG UNDER OUR DIIRECTION. U5 AND/OR EDGE OF MARSH i / x�x . . .. . . . . .. . . . . . . .. . . Ems. / _ ..-.- �Z£' . w / . . . .. . . .. . . . . . . . . . . . . .. . .. \\ .�� � �F ;fit y� ,I �'- - 100'FROM o ( ' s or t.:' . . ... . . .. WETLANDS X. t i v N a' 41, CV to gL '. E I /. 9�. • d.. 1` 1 =N HOWARD W, YOUNG, N.Y.5. L.5. NO. 458413 s m 1 rl X . .�. i J �o<1 %0 O ZL. .. . . . . ... . / ,� / ^,1 tu N try / r 6?4 60' I 1 ou / ' . . . i��S 1 , x TIDAL VEGETATION AREA E30AT 5TORAGE BU I LD I NG5 4�30,T 3�3°` 2 o_ / :.::. :':'�. : :::" !E,. I I 5TRON67 S YACHT CENTER at Mattituck, Town of Southold EDGE OF MARSH v Suffolk County, New York IQ) 4Zi Xz �m e F \ / 1 '`I , S ;,� O rye' EXISTING CONDITIONS MAP �' �, r• / • ._:� , — oR 11 �ry 1000 106 � O o \ �; r O6 10 F 9 'k, £ ;:. . . . ; '• v I County Tax Map District IOOO Section 106 Block O6 Lot 13.4 5 � � 42.60' .' / .. _ •.�'•. I �:•�I � O S .. . . . . . . . . . . •— 9 586°10'20"W ° I 11 O NS�i. .20 20 W. 6 56 MAP PREPARED MAY 22, 20141 N8-7 36 50 W Id n 31..25. . ... .. ''•' \ 182.66' g�8°40 2�, .. .. 14 NBoo o N d o I \ \ x now or formerly 2714OII N N5a2g50s " ' 30. - - o.' i:'.�'•. \ Record of Re ilio s Russell Zellner " now or formerly -7 REVISION\ o/' \ REVISION v n DATE / 12 I SHEET NUMBER -Joseph Seth Tusa \ \ 9 o DOCKS 8 HWM MAR. 08, 202 / 02 Denise Zellner Q p A � Noreen Mary Tusa I N \ , I t DOCKS MAR. 12, 2021 subdivision Map of Shore Acres 00 N N o 1 0 �- filed on January S, I�14 as Map no.41 E— subdivision Map of "Shore Acres" N N ry j� filed on January 3, Ir,f14 as Map no.41 • / O jP.p 34o,1q ' 40 O 20 40 80 120 m z 40' DWG N2017-01 516site plan 8 OF 12 BASED ON ORIGINAL SURVEY B'Y: NATHAN TAFT GORWIN, LAND suRVEYOR LINE / SYMBOL LEGEND n I 1586 MAIN ROAD PROPERTY LINE �j� o JAME5PORT, NY 11941 0 J DATUM: NAVE) Ig88 EDGE OF WETLANDS --- ----�--- 1 DATED MAY OQ, 2011 EXISTING EM TOIVEEPAZIELOOATED ` 1I AND '� ................................... ` BASED ON GENERAL LAYOUT BY: 00 FENCE YOUNG AND YOUNG 44 — — — — 6 — — Ex.GorlrouR 400 05TRANDER AVE RIVERHEAD,N.Y. 11901 oo (631) 127-0303,FAX(631) 127-0144MONUMENT Q MANHOLE COVER hf .�k MAP PREPARED: 01-03-2018 STAKE UTILITY POLE C) LAST REVISED: 11-20-2018 ?� °�2hjQ"� HYDRANT 22' S82°01'10"E LIGHT POST LUl 0015 138 1 Y 4b' Ssa° TEST HOLE ® STRONG' Lj S 6800. YACHT CENTER F _D _O nem or formerly Glyn B.weird \ Mirhelle T.)Nzir S° O N84053'40°W —584°53'40 t 20�aZ / LC)C ATION MAP: z N/F S��qN /;' 5GALr = I" = 600'-0' PERIMETER OF EXISTING EASEMENT C) ,�• Glebe - �/ ' a Associates, -,. ! Ear,. Z LLc (SEE CHART BELOW FOR COURSE AND DISTANCE) ''-. • AVE, Y\ -- � now or ID COURSE LENGTH / \ rw - ou°c formerly �S�s• E1 N 38'27'46"E 26.40' a <� �w�,KK EX.FR a R E 5trony 6 E2 S 23°30'00"E 24.20' tDWLG/GAR M �D� Q9`jJ'\ E3 N 66°52'00"E 4.69' / Q`pp �C, E9® ,; WELL+ u ` �, , •�_ .� E1 E2z , , °E PROPOSI�:,1.: SITE PLAN FOR: oJ) ago / 7 54 // // G GAR ' r. „M1 5o J��// �/ ;5 " 614 STRONG 5 WEST f I L, LLC, � 0+�ai/� 5TEWART TITLE INSUF ,.)rSE COMPANY /% ��� NV LL TB 1\ 5180 WEST MILL ROA:1, MATTITUGK, NY 11952 WHACOUNTY OF SUFFOLK / / � �� s PAVEMLENT TOWN OF SOUTHOLD // 56TM: 1000-10-06-15,4 Ili u.P56q. . 51 bo,, Q���/ j� HELL . 2 B5TY DGR§e o Q x \ 51 TE DATA: / a,• ZONIN6 DISTRICT: M-2 (MARINE 2) • 2 // J //�/ '•r` § "" c•F,&o� EXISTING RESIDENTIAL LOW OEN5ITY A (R-80) l Il�(rll��j! 15TORY A I SFDOFEOF m a 40 l + l( METAL BUILDING — T EXI5TIN6 PFZOP05ED 42�\ \\�`\ j TB3 TB4 0 1 0 \\ \\� -- ,�, TOTAL AREA: 32A559 ACRES N.G. - 32A559 ACRES .. O q i/ �\\\ �6 G0 s TIE LINE ALONG BULKHEAD (1,435,55Q SO.FTJ N.G. - (1,435,55-4 50.FTJ Off' / 48 16.4434 ACRES N.G. - 16.4934 ACRES W r \\ \ \\���� A (5EE CHART BELOW FOR GOUR5E AND D15TANGLJ R-80 LOT AREA: • 50 O ��� ° TBS N ID COURSE LENGTH (118,414 SQ.FT.) N.G. - (716,414 SQ.FTJ a 1" 1'" 6RAVFL TBI S10°06'58"E 129.64" M-2 LOT AREA: 16A(b20 AGRE5 N.G. - lb.4b20 ACRES 1 aW O �\ \\\\\ o , 11 r ' cP \ \� \,\ TB2 s81 51'S6"w so.90 (711,065 SOFT) N.G. - hllp85 SG1.FT.) ELEG. �/ new or / 5T \\\� \\ �' MTR'5 E5 K TB3 S9°08'53"E 21.20' WETLAND AREA: 21,333 SQ.FT. N.G. - 21,333 50.FT. W formerly p IaWc6R$ 50 \�\\�\\\\\\ Ae Ex.FLOPl 1C TB4 N81°39'45"E 41.90' BUILDING AREA: 111,924 SQ.FT. N.G. - Ill,g2Q SQ.FT. W m O X WELL \ \�� �, TB5 S9°17'46"E 124.01' WOODED AREA: 6.1 ACRES N.G. -W ACRES t 1 �p �J 744$ Leoerande \\\\\\\\\\ TB6 TB6 S80°39'20"W 6.06' ^ X < C� . .. \ \ TB7 S9 45 06"E 277.04' �.. 58J•3120`E / 9j d\ ,\\\` \11� TB8 S3019'13"E 84.29' NOTE: z Q q 1120 .�N \ O+fie /� _ I IIII I ASPHALT TB9 S87°12'38"W 42.38' MACHINERY AGGE55 I', PROPOSED FROM EXI5TIN6 BOAT STORAGE AREA. ,Ifs 1"' v ,���� `[M� °�g0 : � } PAVEI4FNT TB10 S2 1638"E 47.54' � O s C ? \ \ �• _ � 2\A I IIII�I 11111 g TB11 S15 59'11"W 26.27 _.-. I' II IIII I TB12 S18 06'03"W 166.76' :�GOPE OF HOFI<: RIGHT 30: EX.FIR NQa TB 13 S20°26'11"W 24.75' /I L/0,� ASPHALT I S Y GAR s1ry I I 'I I'1 III n METAS BURLDIN6 b NS D�� O I Ey,Flo F• I.INSTALL TEMPORARY i 'BION CONTROL BARRIER BEFORE PROCEEDIRS WITH ANY SITE O N 1 PAVEtt:NT 111 11 III WORK. NO DEBRI5 t BE PERMITTED TO FALL INTO MATTITUCK CHANNEL OR NEIGHBORING PROPERTYI 1I IIII I OUTSIDE DE516NATK-� ' EA OF WK T_NOW OR OR FOPMERLY + I l x 2.5EE COMPACTION N -T PRIOR r0 ANY SITE WORK. .B _ J DAVID HO5GOLA d I I I I II 1 � , APPROVED ) DONNA M.B0560LA / I I `I 111111` a EXI5TI16 4.CONTRACTOR TO VD,!F DIMENSIONS NN FIELD PRIOR TO DEMOLITION AND \ I EX FR (1000-106-b-13.1) fl , I I I 11\ p.r EDGE OF PROPOSED WORK. 15rY SHORELINE TB7 / 5.PROF105ED SLIP EXTFir":•NSI,DREDGING AND BULKHEAD REPLACEMENT: �1\x EX. o A.WORK DONE=FROt • '(.AND BOAT 5TORA6E YARD:Pa L MA ITUCK I- REMOVE Bt1LKr" '':�,RELATED PILES AND ANCHORING ASSPECIFIED ON ONG SP2.TT 2. INSTALL NEW 4'li -L BULKHEAD,PILES AND ANGHORIN6 A5 NOTED.III 5LAP, - CREEK 3. INSTALL NEK Eiv-; AND Y,EST RAIL EXTENSION SUPPORT PILES 4.INSTALL ADDI11n1;1L I^P TO EAST AND WEST RAILS. w ° I I�1 5. IN5TALL 61RD'D'. '-, !=oR CATWALK SUPPORTS,CATWALKS AND RAILS. 2 POOL X 1` cPAVEL 5 E F6.UTILIZE RE5ERVED ! ANO MANEUVERING AREA SURFACE COVER FOR FILL AND FINAL zo I COVER,COMPACF. T , :•. .VDISTURBED SURFACE AREAS,GRADE DISTURBSURFACE AREA ALON5 0/040, I I�j1 11 I EXISTING REPLACED BULKHEA.L , Z W II I I STORY 2 3 A.SEE GOMPAGTIOC ?::, r 5,0N65P4. METAL ENGINEER: 20400. ��II I �I�jII I E31_06 SP2 50 I�� , li llj �� �---- o 48 \ Il��'�l ��' FOR FOR Q �Y T. g ,A AltES D• �Q b 1��� I PROPOSED PROPOSED 4 Aw HALT 5r4vPIN, ��'�/ TBS DEMOLITION WORK IN THIS <v �r0 42 4\ \\ \ /�/ / ! TB9PAVEMEtt IN THIS AREA AREA 4 \ ��///// i W 4 I 1• 4i I E.S. m '� LLJ `ZSt� Sp 1 ( \ \\ CO\ \ \ —50 2cP TBIO RGFESS0A 6RAbfLfa•mr114 48 /// ll/ 11 50 TB11 Than,:M P Mc6umgle d \ \ \ \ r , Jennifer H,&nnigle \ \ \� \ J 4b� ///� // / EXI5TIN6 t24W X 601_6, HAUL OUT SLIP JEFFREY T. BUTLER,P.E. r o m�/j/;%i J // 2 WITH A CLEAR OPENING OF 1:24' CN TO BE MODIFIED TO CREATE A V /9-% i24W (NLJ x 12.016 HAUL OUT SLIP W/ <4e Exlsrlrts A CLEAR OPENING OF 24' (NL.) \ EDGE OF I — S 1_L `J \ \ \ \ I // �_ SHORELINE Q U1 ` \ J� �, E FLOATING DOCK 48 ` I� I \ 1 l \ / / GONG E.S. RSP LL 10 4b— � t n 1 � \ \ �. I � ? v < o .. m 44 I l I \ \ �// / 4 2 TB 12 V 42 — __ � I � \\ � V APPARENT HISH WATER I —I v — 6� I l \ \ / / / /i61 MARK IN COINCIDENT '8 _ �_ // �/ \ �` "'m BULKHEAD Q J p z } s, _ _ _/ / l \ \\ \ _ l I �' ( APPROXIMATELY i216 LIN FT OF TIMBER p n�J J_ 1_1 F- 4 I ' I a TB 13 I I BULKHEAD TO BE REPLACED (IN PLACE) U U is ~ D Q TM1 WITH PROPOSED VINYL BULKHEAD. I, z p Q ° _ _� �TM2 SEE PARTIAL PLANS ON DWG SP2 FOR Q W O 66° 7 43' — — �� \\ \ \�� `� � l w� :»As#z I 1 MORE INFORMATION MAR 2 6 2021 �..� 3 � Q O 8?6q0/,� SZ//� 34 '�_ i j / — — — / �� \\\ ` \\� j// \ IO .�� SEE BULKHEAD PILE PLANS AND a W Q/ O LN N b ��°4• 30--- 28, ��#3 ��pC "7" DETAILS ON DWG 5P5 Southold Town w Z X J_ O 66° / --/ I I ( FLA66Ev BY Roerd of Trustees LU ,' 11 �( \\\ f w6�4 EN-G0WuLTMT5 Q O c� 4W 2_/ i — I / ON JUNE 2017 LL Nab°02'30'W N6 zo — 1 )�/ ll� LJ ° Ex15nNG WATER MARK TIE LINE ALONG EDGE OF MARSH __ LL 71.34' N83 22'30°{�( �4� Ib � _ —' � / I STORY BUILDING HIGH (� W O JtiQn 14 I� / // / / / 02-16-2021 f I — www.dignetnycli.com C) ; 1263(' Mq°56:10° 4S6 hfz / / / /// /��� /r /1 I ITM4 (5EE CHART BELOW FOR COURSE AND D15TANCE) O Q O W o or nnq a formertt 107,7q' ° x,50"V, y / / / �// �� /��� �' / I TIE LINE ALONG MARSH: of���`:r1r��'�K'�11 www.call811.com z lj j Town ofrldhoLl !�� 3,L3Ac' Q W J / / �f/ /��, I e 'j OF MgRyH 4--TMS ID COURSE DISTANCE [�'��u A�� (for other states) z F— I f f f (��� I Ex15Tlra TM1 S40°16'33"E 17.32' (/ Q Q < IL ! E F TM2 S81°58'34"E 88.79' 800-212-4450 811 Nag°20'2�'l^l\ �PAVEL sHORF�INE // I TM3 S1596'20"E 69.74' - �J b \ o Bylaw,excavator,•ro cmtractors working in For reasons,homeowners are strongly EXISTING � w w ' 1 1 4? \ R'� r r I oe I TM4 S07°26'38"w 52.41' Y 9 Y gY � �� . F25-- ° the five boroughs of'!n, vork City and Nassau encouraged to call as well when planning any �\ TM5 S29 32'33"W 69.50' 1 n � and Suffolk Count-,, n Lon Island must type of digging on their property. t49"27 u- �\ `��� '�- / TMG` og YP 99 9 p P Y• o� / TM6 S02 19'27"W 88.79' contact DigNet,1-8or �-4480 or811,at least Homeowners can contact us direct) at CONDITION SITE PLAN �� 586 10 20 W Nal 3b 50 W 12•F,6' 13�, 56 J0, wry4V7 TIDAL II y " \ VEGETATION 48 hours but no nn,. •!'i le al working days 1-800-1 call before or calling n 811,the '14.61 63 E: � C• �A I (excluding weekend- a iii legal holidays)prior national call before you dig number.For to beginning any,,, ionized digging or excavation work completed on personal now or forrvrly excavation tivork to• c underground lines property,it is the contractors not or Formerly subdivision Na_ of "Shore Acres" Anthony J.Demculo d o �,� are marked.Excav. and contractors can responsibility--NOT the homeowner's--to Russell ZelW"r 6 filed on Januar 3,Igl4 cr-Ma no.41 8o 40 O 8o 160 180 240 ZP r y F Dorothy A.Demaulo 6 3901 also submil locale n nsts online,through contact DigNet.Having utility lines marked GRAPHIC,SCALE I' = 80'-O" }fpr,$11 q ITIC.If you do no' i fitly use ITIC,please prior to digging is free of charge. spi call 1-800-524-7fi: ,-.r more information. of 5 T ' / Fn o I LU of NSW YOC?K CI1Y 800-272-��80 811 PROPOSED ALTE�.t^ TION TO EXISTING E3ULKHEAD /o rn • rn & LONG 15LANP X -+ ���/\ P y www.dignetnycli.comorwww.call811.com � � v EXISTING EXISTIhdG PROPOSED ACTION: FINAL > g for other states EXIST. rn rn� � �.y p ( ) BULKHEAD: LENGTTI. LENGTH: EXIST. IS SURFACE -+ (( { / $ I 'ti t2q.4'(OUT TO OUT) 3 By law,excavators and contractors working in the five For safety reasons,homeowners are strongly LE6 AI ' ±IQl REMOVE REPLACE IN PLACE tlQl ASPHALT SURFACE TO REMAIN LE6 A2 I6 REMOVE REPLACE IN PLACE Ib' TO REMAIN I FX.HAIR.OUT RAILS TO REMAIN D r I encouraged ed to call as well when lannin an e ± ± S z boroughs of New York City and Nassau and Suffolk 9 planning Y tYP ±I _ z O Counties on Long Island must contact DigNet, of digging on their property.Homeowners can RETURN ' ' ±3' REMOVE b REPLACE IN PLACE �' EX.OPEN { t24 (EXISTING) I X 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling I 3 w 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For g rn COVER I prior to beginning any mechanized digging or excavation excavation work completed on personal property, EX15TIN6 TIMBER BULKHEAD LEC75 AND RETURN 'Al' THRU 'A3' SHALL BE / { EX.OPEN work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the REMOVED. REPLACE WI TI•I PROP05ED VINYL BULKHEAD. COVER I and contractors can also submit locate requests online, homeowner's--to contact DigNet.Having utility through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. rn x EX.VINYL BULKHD 1 I 1-800-524-7603 for more information. EX.VINYL BULK TO REMAIN i i TO REMAIN I PROPOSED ALTERATION TO EXISTING HAUL OUT SLIP / / I EX.VINYL BULKHD TO REMAIN - / Q EXIST. I 0,0 x_2 8 t , , Y ELzGTRIL EXISTING CONDITION GRAVEL REMAIN NAGE '; PT. OF MLw I SERVIG ENLARGED PARTIAL PLAN OVER ALL SLIP ALTS: EXISTING Pf;oPOSED PROPOSED ORIGIN x-2 B'± i TO REM 2A g 6 t24' WIDE t4' WIDE (N.G.) O ENCROACHMENT: FOR ' -� { MLW x-4.4'± B 2b' I I + z PROPOSED DEMOLITION G ±600 LONG t-12.0' LON6 +I2'5EAWARD ,� I 2B' MLW f24 EX.O REP i i X I w °1�' CLEAR PA55A6E EMOP�EON, v I < I I RSP w�� t1 tl I �� WALKWAY/CATWALK ALTS: EXISTING PROPOSED FINAL PROPOSED z I AT EXISTING TA6 LENGTH: LE=.N6TH: LENGTH: ENCROACHMENT: O EX15T.FLOATING DOCK x ^J`""^ i i I z � / HAUL OUT SLIP ' µ { 0 10 5 0 10 20 30 D (WE5T) ±4Q' 125' ±14' 12'X±25' 5EAWARD '� ° I X G .� � ± x t s tsR,gPHIG SCALE E (EAST) t5q 13 t t t 1+ r O x-40'_ rn t I x '������ In - 10'-0" ' ; 5EE VIEW'2A' t x I iwnl r MLA t t w ) - �2 2 x 13 SEAWARD 3 i 7C �� , 7� p x-3.3'1 cs t t ENLARr"�ED PARTIAL rn MLw t : E I HAUL A L OUT SLIP RAIL ALTS: EXIST LENGTH: LENGTH: ENCROACHMENT: 5 �. . t+ m t t >r 0 ''"'OP05ED FINAL PROPOSED Z PLAN',THIS DWT. I s p l l r EXIST. ±24'W x fb0'LG a t U O I rn ; �z tt , m F WEST ±b?.O i;..,0 ± Q HAUL OUT SLIP WITH A (WEST) lq t3 xl2 SEAWARD F , rn rn : I V 0 z 1 r rn + : r t : : ; , ; ; J , o �, 6 CLEAR OPENING OF ±24 t 1 I 6 (EAST) +-61.0 - 2.0 tlq ±3 x12 SEAWARD F � rn 6 TO BE MODIFIED � i t SLIP EXTENSION, DREDGING AND EXISTING r- � � � m 1 I; � BULKH D REPLACEMENT NOTE- I STORY METAL �� �» b TO CREATE A , IQ > • BUILDING � rn , , EXGAV TED MATERIAL(DUE TO S o a ±24'W(N.G.) x 72.0'L6 I I BULKHEADANCHORING)SHALL BE (NO WORK) I 1 ` I o r HAUL OUT SLIP W/ i I STORO AND USED AS FILL UPON - 1 I - I rn 0 A CLEAR OPENING OF o 1 o COMPLETION OF ANCHORING N ±24' (NLJ i i �n INSTALL�4TION. ro r- , , • DEMOLI`�HED BULKHEAD AND DEMO / / W J � X MATERIAL 5HALL BE HAULED TO AN / C ASPHALT SURFACE i f' ➢ y o wx-4.0't > i i APPROVIED UPLAND 51TE / ti EXIST. o z ��. MLw i TO REMAINZE I f EX. t�}'Wx±gl'LG FLOATING DOGK EX.WO I art MLW b r ' ' x-3b'± ��� / X EXIST. tilt TO BE GUT BACK APPROX. fcf' WAl KWAY cWu "' GRAVEL SURFAGE // TD REMAIN x A x-4.4'± i t D / { ,, (OR AS REQUIRED TO 1 EXIST. I II �yy w i i ��.�. VINYL BULKHD I TO REMAIN rr D �, / TO REMAIN v // ACCOMMODATE PROP05ED GRAVEL o x , , =' II RAIL EXTENSION INSTALLATION)A St1RFAGE rn EX.124'W HAUL-OUT SLIP a' I i^ �� /� / X _{ � / EXIST. 11r /rr TO REMAIN 3 W(?.0 bl L6 WF RAILS p t ,W < ELECT �Y 'r { / z TO BE EXTENDED � i i cn / / E '7 ; ., ' I 5ERV If v _ I //' p _ I x-3.3'± FROM VITO 79'Ig > EXIST. I i 4O // MLW (SEE VIEW 3A,THIS DWG) z i 1 o z / GRAVEL 5URFAGE r / WEST EAST I i� TO REMAIN ` / / j AI r/ d A 4 RAIL RAIL ; ;J o I O a' / K/ r, O AT EklS t 603' ,,/ Ow { � 4 Q F G ;� 1 rn �1 �/ N H'1?OP05D � i- Exl T. 'Qj It v U� // x-4.5'± W00D ' '- ELEGT F� m v I II Z , � V / / MLw CATWALK ` r HAUL%OU IIP /' I O I/ It 3Q , X 4 A��R " ,, l SEE-VIEW �// Al w �\ w� EX. ±4'MLTL6 PORTION OF FLOATIN6 DOCK TO BE o I' L:I'LARGED'/I? tA� \ S ' BULKHDO _ REMOVED TO ACCOMMODATE PROPOSED RAIL PLAN '15 ✓ EXIST{t�5 FLOATING DOCK N \ Wk 3 /' LE6 {� ~ "' X I EXTENSION INSTALLATION (t4'xf82' PORTION OF EXISTING FLOATING DOCK TO REMAIN). w / Z / m \ w rV �.iw� EX15TING // i I Q U m ,� �.�� ? GONG. SLAB �r - EXISTING FLOATING DOCK f I I z u ' ' I ° I °° " MATTITUCK '- m O X EXISTING r, EX,MTL RAMP , , u ` _ x �- < ELEGTRIG /'--- --J { ' ' ° EXISTING - ; r r CREEK ° : SERVICE t4, t4 EXISTING 2.5'x2O'LG METAL RAMP I , , o I STORY METAL /I DI5GONNEGT FOR PLTFRM REMOVAL, / / , BUILDING "� O h O W RE CONNECT POST CONSTRUCTION { � � � (NO WORK) j z O EXISTING DILAPIDATED WD PLATFORM I - F-ti O i/ TO BE REPLACED(IN KIND,IN PLA Z-) X M rn � • s —' '— � IRREGULAR SHAPE: tq'L6x5'WLU { o o MATTITUCK { Al /r 70 o EXIST.ASPHALT EXISTING ;;' CREEK { C A TO REMAIN u -���� O / /% ' r r z 9 r I , �C N O / aL I STORY BUILDING // rn � z �, �o (NO WORK) p flit MATTITUCK { �' MATTITUCK W I- II EXIST. Z 4� k LKHd rr X h O / / b // I PT, OF VINYL BULKHD s CREEK S a /�� Q I ORIGIN I f _ EX.VINYL BULKHD TO REMAIN - TO REMAIN w _ Q � � •� ••/ x=a•.o t � � --- AREA OF ,, 0, — O �L / !� PROPOSED INCIDENTAL DI,16 I ,;I { / / - . '� ELEG.SERV. / l= 10'BEYOND BULKHEAD REPLACEMENT TO MAINTAIN A ,;I EXISTING CONDITION PARTIAL SITE PLAN _5.0± g �� L TO REMAIN u ° ' X MAX.DEPTI I of-4.0 rrLw [-5 r�,w8e] /r EX WD � � GLF� w I 60 � � ` � / w APPROX X38 GY OF 51LT/5AND SPOIL T1 BE 2 PROPOSED DEMOLITION O REI "H I F j J AREA OF PROPOSED 3 ;` o o USED SBIULKHE�AGKFILL BErtIND REGONSTRUGIfED ENGINEER: TO REi�tA 4'- MAINTENANCE DRE96ING �t' CZ \ ,r L� PROP05EP DREDGE AREA 15 LIMITW: TO AI r EXISTING v4 // ���� G © X //M�W� THE PROP.LENGTH AND WIDTH OF MOI rn ,`Q- `( T• ,� \ „ F EXISTING 124'1^1 xhl?0 / HAUL OUT SLIP, x / %� X GONG. SLAB r � 20 10 O 20 40 60 O O / w AUL' T SIP WITH A GIFAR - / t12t6xk24WIDE(1,128 S0.FT1 r iY� �� 6RAPHIG SCALE 1' = 20'-0' © © a / �OPErI1 0�2��/ q O / • -5A MLW:Q C-63 NAVD88] / tlU'� /' / TO BE'f-(ODIFIEVITO'CREATE,A WITH A MAX.OVERCUT OF b" rn x-4.0'± /�� ,A A2 / r APPROXIMATE LIMIT OF / // MLw N I m �• Z � o�O + I I �t24w(NGJ,x/12AL6/ APFROX 193 GY of SILT/SArD SPOIL o� EXCAVATION DISTURBANCE /BACKFILLp't 2 OUTf�LIP WI A GCEAR, TO BE USED A5 BACKFILL BEHIND � / BULKHD b IN5 OF` 4' G� / REGON5TRUGTED BULKHEAD SEE 'PARTIAL SITE PLAN tv 0 � x .3'-� a PROP05ED VINYL BULKHEAD,DWG 5P5 EX.MTL RAMP EXISTING FLOATING DOCK OF o C�1P�" \` \EG ML(^I x- 5' x- .4'- / EXIST. / - - ESS\..o A3 � LAG #`� _._ r A rn J ML(^I /ML ELECTRIC I ELEG j ^ p/ r Q SERVICE SERV PROPOSED WD PLATFORM JEFFREI'T. BUTLER, P.E. �� / SA't � � TO REMAIN A3 „��� • I " / / 4.2'1/ MLW / w / (1N PLACE OF EXI5TIN!; DILAPIDATED WD PLATFORM) I BULKHD I vi MCW "/ I .� EXISTING IRREGULAR 5HAPE: 11 LGx5'W Q [Q .� < I x ���y�� Q � LE6 ® FLAG #2 ' z (2),� bl L.F: // � EXIST. r ' ,TO REMAIN�/ / 'rn/ X � U- a // 5TEEL TRAVB.RAIL ^^" �^ GONG. SLAB / I 1 n O O � , 6 GRAVEL �; N — 10 ���- \ � � � PROPOSED t216' INYL BULKHEAD EDGE OF WETLANDS A5 FLAGGED SURFACE -t r 'rtt� -i 4p WI I / BY EN-CONSULTANTS ON JUNE 201 I TO REMAIN _ PLOP. 12 L6 WELDS' / 6� �/ I LU O 6, �, I rn //EXTEN510N'OVER-PILE�©'� �" I g, �/ (IN PLACE OF EXi;DING TIMBER BULKHEAD) = W FbUNDATIOty Ar / j� FOR IN5TALLATIOk DETAILS AND REOUIREMENT5 p F— Z Aw U- / 5E ?END 'END ' ' / / x-4.0'// SEE 'PARTIAL SI TL PLAN - PROPOSED VINYL BULKHEAD, I rn v J �L 1EXTENDIN6,THE EX15T,,� ''At r EXI5TIN6 % t1h4 DW6 SPS r - - O MLN T x-3.6'1 / ,�/ LL4v m Z / �''t24'w HAUL-OUT SLIP / / MLIy I I STORY BUILDING / 3� � I rn w W_ I X - ' -5.0 t ' FROM'b0 TO�2'Ig) A ' o z G / j/ / / / /// I (NO WORK) / jf EXISTING CONDITION PARTIAL SITE PLANTINe p �- a PROPOSED -- BOAT HAULM / + , + /Exi� /� '� 3 PROPC�, ED WORK < < BULKHEAD REPLACEMENT, EXCAVATION / SPOIL � I � our' 'IP' / NEW -2X-12 U TREATED WD CATWALK / I �- � O p / /i / IN E OF EXIS IN6 t2'x15 'CATWALK ALON6 RAIL ( cSl O O A. APPROXIMATELY 21b LF OF EXISTING TIMBER BULKHEAD TO BE x / '' KPT14 o REMAIF� REMOVED AND REPLACED (IN-PLACE) WITH APPROX. 216 LF OF ' `r4 / PROPOSED VINYL BULKHEAD. B. PROPOSED INCIDENTAL DREDGING �� '� D , WOOD 20 l0 0 20 40 b0 I IU ��' k p CATWALK r+ E 1 rn / Ly 6RAPHI ,56ALE 1" = 20'-0' w Z X J N 10' BEYOND BULKHEAD REPLACEMENT TO MAINTAIN A MAX. DEPTH s o k �3/ I / CATWALK - �� ,'� I Q W OF -5.8 M50), [-6.3 NAVD881 W/A MAX.OVERCUT OF 6" *� v I— u O CV • GROSS-SECTIONAL /AREA: 1253 SOFT. a m� // ' �L� (/ ± 2 SEE ART PLAN, / MLwt iL V w- t • APPROX ±102 GY OF 51LT/5AND SPOIL TO BE USED A5 BACKFILL s w — , / �$ WFC NNE TION _ '�/�j N —1 cS1 tf� p �t' ;, v �/ (EAST 1L) o ... L s A2 O O�•f �C� ,, 1 11! BEHIND RECONSTRUCTED BULKHEAD A ' k. > / u- EA5T0 , . �a O ENLARGED PARTIAL PLAN k D F �° / /�,RAIL X < � -�'���`���_�'' O O o 3 A Q µ N x 4.5. // a / �,, z w PROPOSED WORK �� m° /I � �' H- \ / s 0' I / I EXISTING 7 ` ` �P�'ti < O O d G PROPOSED GATI�IALK EXTENSION GONG. SLAB �aFp l�� = V Q — A2 BULKHD LE6o� MATTITUCK J \ / / EXISTING t2N x � 11-6,WD CATWALK TO REMAIN ��� ti 11717=11 =7 7 011, / SEE PART PLAN;. PROP05ED t2T4 x 113'L&WD CATWALK EXTENSION �` 3 CREEK 10 5 0 10 20 30 �'q4 -� 3 tt, / MLW' WF CONN. „��� s W/RAILING y o (� ((� (� O nQ 6RAPHIC SCALE I' = lo'-0' l j z SP3 (WEST RAIL) PROF05ED OVER ALL FIN15HED LEN6TH = 112' y'� \ D L� l�J L� VVZa / w SEE 5P3 FOR DE516K AND INSTALLATION REO'MNTS o LA6 #1 U_o x ' PROPOSED I w� EDG`F ' fARSH (�A tl, / 2 6 2021 12 LG RAIL EXTENSIONS PROPOSED FOUNDATION BULKHD � � I F A6 #2 � L A o S x -`•, ._- HAUL OUT SLIP RAIL EXTENSION RETURN ^ ��� PROP.RAILS,OUT TO OUT) t X24.4 (EX• / 12'40 GGA TIMBER PILE 44x12 GGA GIRDERS(T'YP) � I S uthold 7oeivrl FOR DE5164ANSTALLATION REOMTS SEE DWG SP3 EDGE OF' WETLANDS AS FLAGGED R Q .. . . 40 � n rci of Tr BY EN-GON5ULTANTS ON JUNE 2011 --'-- ustees of 5 u�v EXISTING GAlY•IALK O FOUNDATION PROPOSED 12'W x 113'1_6 WOOD CATWALK PROVIDE CATWALK GIRDERS 0 TO REMAIN ( SEE DW5 5P4,FOR INFO 2-3x10 GGA TIMBER 61RDER5 PROPOSED S.S. PLATE CONNECTION (CATWALK FND)MOUNTED BELOW EXISTING PROPOSED 12'x 10' x 0.315" THK PLATE PROPOSED 5.5. PLATE TYPICAL PILE FOUNDATION FOR GATWALK SUPPORT SYSTEM 2-4x12 GGA TIMBER 61RMR PROPOSED 5.5. PLATE WF RAIL 12'L6 RAIL 3/8'WELD(FULL PENETRATION)AT ENTIRE PERIMETER • 36' x 30'x 0.375'THK PLATE-QTY I I CATWALK 3B • PROVIDE DOUBLE PAIRED 61RDER CONNECTION PILE I (TRAVEL RAIL FND), 36'x30"x 0.315"THK PLATE-QTY I � TO REMAIN I EXTENSION � LOCATED®CONNECTINS POINT OF PROP./EXIST. WF E'.'^AM • %"WELD(FULL PENETRATIOIU FULL PERIMETER EXTEN510H SP4 . 5EE PILE TRIM DTL MEW 5,DWS 5P4) I SEE VIEW 3,THIS DW6-SIMILAR 3/e WELD(FULL PENETRATION)FULL PERIMETER / FLANGES(INSTALL ON VERTICAL PLANE) • LOCATED 6 HORIZONTAL CONNECTION POINT: ; MIRROR • SEE VIEW 3,THIS DWG FOR 51MILAR LOCATED® HORIZONTAL CONNECTION POINT: TYP OF 2,LOG.0 OUTER 51DE OF EA.FLANGE,AS SHG+{N •• PROP./EXIST.WF BEAM WEBS(SKYWARD 51DE) •• PROP./EXI5T.WF BEAM WEBS(SKYWARD SIDE) PROPOSED HAND RAIL(ABOVE) A5 SHOWN I I WF BEAM TO PILE CONNECTION PROVIDE SUPPLEMENTAL HARDWARE ���T -- - -- - - -- - - -- z - -- -- -- - -- - i r USE: I -3/4(P x12"LG 6ALV.LAO BOLT W/WASHER,I BOLT TYPICAL PILE FOUNDATION FOR z TH15 CASE INSTALL THRIJ PROPOSED PLATE HALL OUT RAIL SUPPORT SYSTEM PROPOSED CATWALK AT EXISTING RAIL 3G PROPOSED 12'X11316 , s • _ EX.CATWALK(2'x5G1_G) METHOD OF SUPPORT AND CONNECTION TO USE: I - /4�xl2 1.6 6ALV.LA6 BOLT W/ WOOD OATK LK I I I i EXISTING PILES TO BE DETERMINED WASHER,I BOLT/INTERSECTION I SP4 ASE INSTALL TOTR PROPOSED WF BEAM TO PILE 2-4A2 CCA_K GIRDER SEE VIEW A.00)LAR) TO BE REPLACED I I 4TYPICAL (IN PLACE,I1N KIND) BV E 3A • INSTALL THRU PROPOSED PLATE, PROPOSED PILE MOUNT TO TIMBER PILE PER DETAIL,DNS SP4 t l I T SP4 (51Pv IV EXISTING WF TO EXISTING PILE 5P3 —— 2A .:•�.;::. SP4 — — ., _ PROVIDE TIRE STOP �'T SEE NOTE VIEW I,THIS DWG YrI 2I. I .1 1. O. '! :'t:'•�."::r.•:r.•.�1.::• .�: ::.::• �• ./I /' O } :•.:z /' - I I• J. I :•:!.::•::.:: :.:.:..:: }. Q : \ . PROVIDE F \ �;t:•::t:,:G.:.,::: .,•fi�4;......:k.�. ...[........:: , I PROVIDE CATWALK GIRDERS . y. M ;r>:..: }:::1:::�:.:;.:::•: :..;.: PROP.WF BEAM. I : l i _ I 1 EX.WF BEAM S;: i'.•`:':ii.:..•::. :: .::: ;:.`:. , I . Ej45T WF.BEA :: :: .>•:1^:,:::. :::}:.E { : r _ : TIRE STOP -`T iT I I I :..• } ::•:.1;.:;:.::..:•;.: .:{. PROP. WF BEAM• i I l :?:;: ^: ::. .::: :: :::,.., cD.� cy _ �`—`� I I — ( :• ;:f:: :;.:::•.}f.. :: ::; .•:( I' I f 1) r' I ` / 2-3x10 CGA TIMBER 6IRDERS(GATHALK FAD) > I^F33xll18: t..;.:,.:'•::�..t . WF33x1118 I I : I I NOTE•VIEW I, . I' N I I 1 I 11 1 I WF33x1118 t:•::':•:: :.•.{.;:.. ...•.f.•..: ... WF33XIIS I �I ::a::••::h.:.r. •.:; {: �: ::.I::::: r \ \ \ \ :.,�.:.,. :.r :� :::. MOUNTED TO TIMBER PILE BELOW 2-4x12 GGA A5 RAI ::f;::.:c. y:-�:: �..::.a ::;.:,..: (EAST RAIL) 4 r TH15 DWG- . I I I (WEST RAIL) :';t :.:•.+::,;::• : It (E 11 ::. ?•::a: �:ff.:.: I 1 �a — C> O :•:•,.}.:•.:f.:::,: (WEST RAIL)' . TIMBER GIRDER(RAIL FND) , . . .1 \1. .I/ I • � •:•,:?�: : �; I• o• . 3 I/ I I , i I , I i I t�::•::�:�:•• .L:::.. � 9 — •rT J .r. 1 •:a:': . 1::;r:�.:f.. } f: .'\ :I' / w� �\' . 1• / \' If I I �� I I — I I �- I �•:•,�.;:•; .1.:`:.�.:;:�' (SIM) \• % '\. � . ai� Q •I ! t ::11': .:1;::t..::r ':1:-�:{:a'•:'l:.f.:. •m�. I �.a'I' 1'•:' .` .� — t r PROVIDE TYPICAL PILE FOUNDATION FOR -; PROP05ED p SP4 3A Q � J SP4 � � SUPPLEMENTAL HARDWARE I 4 3B HAUL OUT RAIL SUPPORT 5Y5TE 1 PILE) CONN HF TO ( I I I I I WOOD CATWALK I I I i I I I I I a GSL i USE, I -3/s'� xl2'l�6ALV.LAG BOLT W/ 2 -4x12 GGA TIMBER GIRDER EAST RAIL 4 ' SP4 USE: I -3/4'm xl2'1_6 6ALV. ry PROPOSED S 5WH IL (A00V�A5 ti RAIL(ABOVE)AS SHOWN PROPOSED HMf7RAIL PROPOSED WASHER, I BOLT/INTERSECTION I SP4 I (LOG ABOVE CATWALK GIRDER) I LA6 BOLT W/WASHER III, J • INSTALL THRU 12ROP05EP PLATE, u'S CONN DTI- MOUNT TO TIMBER PILE PER DETAIL,DWG SP4 (_ AS BOLT/INTERSECTION EXISTING Z- _ -- -I-t ---- - - -- ---- -- -- - -- --- -- EXI5TIN5 WF TO EXI5TIN6 PILE MIRROR VINYL BULI'NEAD ' r- - -- - - -- - -- -- - -- -t --- - -- - -- ---- -- - - -- -- -J_t __I _ _ -- -- -- J THIS CASE, INSTALL THRU - r - - -- -- -- --- - - - -- ---- _r - - L_� - JL WF BEAM TO TO REMAIN , , PROPOSED PROPOSED PILE Ex. EXI TIN6 NF LE FOR TO REMAINAIL SEE DWG P4,FOR ELEVATIONS DIL EXTENSION C I �XlC7/N o�lNYL TTY P BEP I GAPIGAL TWALK SUPPORT SYSTEM 3 1301 PAS5A6E RFM4j <KyEgQ Ex `SP4 SP4 I I I • PROVIDE DOUBLE PAIRED 61RDER EXTENSIOX PROP05EP GONNIECTION PILE 146-6/4 TN TIMBER GONI1.PLT • SEE PILE TRIM DTL(VIEW 5,DWG SP4) 160'-IIYs'TO POINT OF ORIGIN(Op) POINT OF ORIGIN(Op) PILE MIRROR 1255'1_6 WD CATWALK ® EXI5TIN6 BULKHEAD 5HEATHIN6 ra /IS �'� � ® EXISTING BULKHEAD SHEATHING A PARTIAL PLAN - WF CONNECTION A B C D 2 WIDE FLANGE CONNECTION, EXI5TING TO PROPOSED (EAST RAIL) 16 EX154'TO POINT OF ORIGIN IW5 TIMBER MATTITUCK SCALE:Y2' = I'-O' B EXISTING BULKHEAD SHEATHING PILE CREEK EX. 71MBER AI PROPOSED VINYL BULKHEAD PILE APPROX. fIM L.F., IN PLACE OF EX WD BULKHO, SEE DWG SP5 FOR INFO. Q PARTIAL PLAN - WF CONNECTION �XISr,N -� REMAINDER • 3 Z WIDE FLANGE CONNECTION EXISTING TO PROPOSED (WEST RAIL) ovl�Yf r, "ROP EL AT EXIST. - , A ;,L�-,, l0"9 GGA oAr,NG bOc� m TIMBER f4Wx*-82'LG o ~7 SGAI�: " = I'-0' PILE EXISTING SHORELINE � I .. O — — — — — — — — EXISTING SHORELINE EXISTING SHORE)I p�G • EX. NO BULKHEAD TO RE=MAIN ELECTRIC yF�D SERVICE MATTITUCK 5E0 TO REMAIN EXISTING REEK FLOATING DOCK �✓.�w� p�'Op�S�D ^J�^w REMOVED FROM VIEW FOR PURPOSES OF CLARITY: GCA Fo E-'-I m O X • EX15TINS AND PROPOSED 2'WIDE WOOD CATWALK �OWFR Q �-' < EXTENSION AND IT'S FOUNDATION (F=AST RAIL SIDE) X LL SEE PARTIAL PLAN, SEE NOTED DETAILS/SECTIONS ON DWS 5P3 FOR ` C) LU WF CONNECTION ADDITIONAL INFORMATION cn EXI5TINc (EAST RAIL) � �Cc) O EX.WD RAMP FLOATINODOGK �„� � � � � � � � � � �, � � � �„� V!T O TO REMAIN 9 A B C D 1 3B J ' CONN PTL SP4 � � 0 CATWALK PROP.12'x±1315 WD E EXTENSION I CATWALK EXT. 0 ' OMITTED FOR CLARITY 11 rT I I 111�-' Z I I I\I Ill I I \I I'1 I\I I Ill 1 1 Ill I I\I I Ill Q' z l l 111 I'I Ill I Ill Ill 111 I Ill t�- ' 1\l r ` X ` W EX15TINv p O 1\I".I�I ` / Q ` / ` / 2A ` III! •t EF5T PAIL - 1 1—1 1 © 1 1—1 1— 1 Imo-1 I`-r 1 1�-1 _`}a —I 1�-1 �/ W , Cif OG 3A TO REMAIN I 11 ll 11 I I 1 a i I \I \I I I , QQ SP4 / SP4 L AJ -17N Ili \I / I\I I \I I\I y1 \I Ill I�1 \I Ill , I y' Ill I/I ill Ill /1 \I ISI I\I yl \I I IlX �I\I��I w / O EXI5TIN6 HAUL OUT SLIP EAST RAIL EAST TRAVEL RAIL 3G i PROPOSED {�U= BEAM EXTENSION NF BEAM Ni TO REMAIN 5P4 �� '�• MATCH EXI5TIM4 WF BULKHEAD TO �`--�-- CONN DTL I I INSTAL_- R/WEB IN HORIZONTAL • PILE LOCATION AND 6ONF16URATIOI�I � EXISTING HAUL OUT SLIP RAIL PROPOSES POSIT104 AS SHOWN SHOWN FOR REFERENCE PURPOSES FOUNDATION TO REMAIN 15 TON GGA PILE, 12NP45' L6 MIRROR I MATCH EXISTING WF ARRANGEMENT EW_51 (TO BE VERIFIED IN FIELD) 12"(P GGA PILES AND GIRDERS DOUBLE PAIRED 61RDER CONN.PILE(DTL 5,DWG SP4), REQUIREDOTY. 16 I TY)'. WF BEAM TO PILE CONNECTION I,1 I -3/4'm X12' 1.G GALVANIZED ,.- LAG BOLT W/1 LA5HER �� �� T PROVIDE TIRE STOP I BOLT PER IN I ER5EGTION � • USE I'T1.16K PLATE,55'H x 31.3'1{ �? � n u.l z T.O.UPPER FLA',6E r- ' LOCATE AT SKYWARD 510E OF WEB(INSTALL VERTICALLY) EN RANGES, I � I I 1 � 2"PRIOR OF END OF BEAM WF WEB(BEYa 0)— u� - EXISTING == =_ - 3/e WELD,3 51DE5(FULL LENGTH)0 BOTH 5EAWARD t LANDWARD 51DE5 OF PLATE " EXIST.ASPHALT _- .r , 124 W X 160 LG HAUL OUT SLIP TYPICAL OF EAST AND NEST RAILS I B.O.LOWER Pi_A.hIGE 5URFACE WITH A CLEAR OPENING OF 124 r SEE DTL.,CJWG SP4 FOR PILE SEAT �;� X• "I ' TO REMAIN TO BE MODIFIED TO CREATE A b -9 PROPOSED e _1*1 �Or���t ,P.. r, m`� 12.0'LG HAUL OUT SLIP �'4 I IV WF3 EAty `�! TYPICAL GIRT,)E-R TO PILE ' '- WITH A CLEAR OPENING OF +-'24' (N.G.) I I z_ (��) 'ef`? THRU BOLT GO JEFFREY T. INTLER, P.E. F G 0 © Ir- $ USE: 2 -%"(P GAA V TIMBER BOLTS W/ V4.TYP 0 0 PROPOSED 12'19 ADDITION 0 WEST RAIL t c� (2)WA5HER5 d tU.1T(HEADBEND) p EXISTING EAST AND WEST RAILS AND I TO EAST AND WEST RAILS AND 12-Ig EXTENSION ? (V AND 2-4x12 GGA DR(*--PED GIRDERS(TYP) O I(� � Z THEIR FOUNDATIONS TO REMAIN THEIR PROPOSED FOUNDATIONS I z i= < © EAST RAIL 3 W PROWIDEP�ANGE BEAM EXTENSION I 12'19 EXTENSION ,�"-� ,'SL TYPICAL CGA PILE (� — Q� 12'0 x ±251_6,IE; I-OR Q W Z U' • PROP WF WEB TO ALIGN W/EX.WF WEB FOR A 5EAMLES5 TRAVEL PATH(TYP) SEE PILE TRIM DTL NOS,DWS SP4 1— Li- � • PROP.WF FLANGE TO AL16N W/EX.WF FLANGE FOR A SMOOTH EXTERIOR FADE(TYP) _ }� v Q • WELD PROPOSED TO EXISTING BEAM I I +7 � J W u m O (] •• SEE DETAILS FOR INFO,DWG SP4 I I v J = — � ALJ •• LA6 BOLT WF WEB TO PILES BELOW I H ELEVATION - aZ,, J 1= nj o 3 O I 4" WF VERTICAL FACE ,� ° < OEXISTING HAUL OUT SLIP NEST RAIL a < < W WF BEAM WF33xII8 TO REMAIN (BEAM FLANGE PERPENDICULAR TO GIRDERS) F- Z o (] OL CONN DTL I FEST RAIL SHOWN(EAST RAIL SIM) ,— EXISTING HAUL OUT SLIP RAIL SEE PARTIAL PLAN, I I I I SGRI�:�" = I'-0" W � � Q FOUNDATION TO REMAIN WF CONNECTION 12"m GGA PILES AND GIRDERS \ WEST TRAVEL RAIL (WEST RAW SP4 ( OPP HAND CV SIMILAR 1 O O N „ - I Ill�-' EXISTIIbJ W Q I I I I w I I I 1 1 1 1 11 1 I 1 1 1 1 1 I 1 1 w O I\I 1 I (7�' — t 2 ' ryI J•111 , V UL 7-r.- O 111 I/I q Q \I I Ill I 111 lil Ill I/I I\I 1 11 1l1` ✓1 1\I }'I Ilh,.✓I �' 1\I .✓I 1\1 ✓1 Ill a 1 I\I`✓1 1\1�11 Ill`✓1 I I�Y�I ` / Y ` / ` / 2A ` / II 3A •r ° '1 N WEST FAIL �-7 'R w = 1 — — =1 1 — =t �t 1 L�7� 1— — +�� �— — - Y w l ��1— —��� J j —1 k w = I —O H — — — ` l a p 1 I` I O ll �i 1 F �n r f t�\ TO PEMAIN N 0. \I \i \I \I \I \I \I \I ) I \I \I \I \I I I \I r ` (Q� r ` / 7�4 r " SP4 I tV �1 Ill I/IX � � 11 yl 111 �1 1\1 yl Ill ✓I X � `Ill`�I Il1�.F�1 111 ✓Ll I 1\I`�I IlliIt ✓I 1\I`.#�1 e X ��i\L,-.I�1 f � t n 1 111 Vr V/ o I� I w L1J 0,0 OF:IGIN �� www.dignetnycli. om B yard f T �. •- X ORIGIN X' ORIGIN fi out old I O 4 or d) 0 D �f���''r1f��p�CI� www.ca11811.com Z II EX.VINYL BULKHEAD TO REMAIN PSy��Q f U�r{�f\f (for other states) J f-' Z F EXIST. z CONN DTL 1 „ �, s PROP.WD GATWK p 800-272-��80 1811 z o &PAVEL SUPFAGE MIRROR tJ 3-44 3-4y4 34/ 11/4 EXT.OMITTED O To REMAIN EXIHIN6 VINYL BULKHEAD TO REMAINyq FOR CLARITY I 0 EX15T. PROPOSED PILE FOUNDATION PLAN PILE LOCATION AND CONFIGURATION SHOWN FOR CATWALK Q GRAVEL SURFACE 1 A EXTENSION MATTITUCK e law,excavators Nf contractors City working in For safety reasons,homeowners are strongly J` /�` - TO REMAIN (FOR HAUL OUT SLIP EXTENSION) REFERENCE PURPOSES(TO BE VERIFIED IN FIELD) B C D the five boroughs n N:-.�York City and Nassau encouraged to call as well when planning any f_'w CREEK and Suffolk Counn�:-n,Long Island must type of digging on their property. 38 REI contact DigNet,1-800-:YQ-4480 or 811,at least Homeowners can contact us directly at O Zk V SP4 12-0LG EIA/NDER 48 hours but no n,r,r•1'nan 10 working days 1-800-272-4480 or by calling 811,the EXISTING RAIL LEN5TH = tbO'L6(EAST AND WEST RAILS) /NYS RAIL ADDITION � \IST REMOVED FROM VIEW (excluding weekend, ,,n-1 legal holidays)prior national call before you dig number.For EL`,ATIN6 to beginning any n,chanized digging or excavation work completed on personal 4b 7.0 K FOR PURPOSES OF CLARITY: excavation work to :m,ure underground lines property,it is the contractor's PROPOSED RAIL LENGTH= 02'1_6(EAST AND WEST RAILS) ` + +x+8�'LG PROPOSED WOOD CATWALK AND ITS are marked.Excavat111:and contractors can responsibility--NOT the homeowner's--to FOUNDATION (WE5T RAIL SIDE) also submit locate rwli gists online,through contact DigNet.Having utility lines marked SEE NOTED DETAILS/SEG110N5 ON [TIC.If you do not crl r ntly use ITIC,please prior to digging is free of charge. SP3 • call 1-800-524-Inn:f,�r more information. DWG SP3 FOR ADDITIONAL INFORMATION PROPOSED PROPOSED CATWALK SIMILAR _ RAIL DESIGN: (TO MATCH EX.CATWALK CONS, 3 2 HAUL OUT SLIP WHEEL ASSEMBLY MATCH DEGKIN6 ON EX CATWALK C ENERAL Np.-5 NOT TO SCALE I. DRANIN65 ARE NOT TO 13E 5GALEO;DIMENSIONS TO 60VERN.PROJECT COORDINATOR 2xb GGA TOP RAILING 5P3 5P3 I 2 FOR REFERENCE PURPOSES ONLY PROP. CATWALK NOTES: 2x4 GGA BOTTOM RAIL I. ALL HARDWARE 514ALL BE GALVANIZED. `-HALL BE NOTIFIED OF ANY DISCREPANCIES. HAUL OUT SLIP WHEEL ASSEMBLY PROPOSED TIRE STOP 4x4 CGA P05T 12.0' I CATWALK ADDITION SP3 I 2.A�PROPOSED PILES 4 LUMBER SHALL HAVE GGA 2. SPECIAL GARS 5HA4-1. 13E TAKEN TO ASSURE MINIMUM DISRUPTION OF All OCCUPIED 1�1 " 9 PROPOSED BEAM, WF 33x118 PREMISES EXI51IN5 IMPROVEMENTS AND UTILITIES. • NOT TO SCALE USE I INK STEEL PLATE TYPICAL WF BEAM TO RETENTION OF 25 LBS PER AWPA STANDARD t1G5A' , • FOR REFERENCE PURPOSES ONLY 3 5511 x t313'N MATTITUCK MEET EXISTING INSTALL W/WEB IN HORIZONTAL POSITION 3. GENERAL CONTRACT-0:, SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY SEE OW6 5P3 FOR INFO PILE CONNECTION 3.ALL FASTENER TO BE COUNTERSUNK AND FIELD 5.1' 5.1' HANDRAIL AS SHOWN ERECTING ALL RL=G'J IRED BARRICADES TO PERMIT SAFE PA95A6E DURING SP3 CREEK USE. I -%"0 x12"L6 6ALV. 0 MATCH EXISTING WF ARRANGEMENT TREAT ALL GUTS,NOTGHES AND DRILLED HOLES C.CNd5TRUCTION j PROPOSED WF BEAM L.A6 W/BOLT WASHER PRIOR TO ASSEMBLING. LOCATE PER VIEW 1,DW6 SP2 4. NO MATERIAL 51165TT rUrION SHAM BE MADE WITHOUT FIRST INFORMING THE ENGINEER. AND PROPOSED WF EXTEN5ION i j TYPICAL WF BEAM TO I BOLT/INTERSECTION �----L-, 4.ALL SIMPSON STRONG-TIE CONNE'GTOR5 SHALL BE SUBMIT SUB5TITUT MATERIAL SPECIFICATIONS AND 5AMPLE5 FOR APPROVAL., IN MATCH EXISTING WF(WEST RAIU PILE CONNECTION 3A Z ( 2'�q• STAINLESS STEEL. WRITIH6 TO THE L:1:."�lNEER PRIG TO COMMENCEMENT OF WORK. RAIL DE516K TT 5.DECK JOIST5 TO BE PLACED PER t10"O.G. 5. ALL MATERIALS ARL i0 BE NEW AS,SPECIFIED PER GONSTRUGTION DOCUMENTS. ANY • INSTALL W/WEB IN HORIZONTAL I I USE: I -3/4"R x12'L6 GALV. 5P4 (iYPIGAI TYPICAL 61RDER TO PILE PROPOSED P051TION AS,SHOWN LA6 BOLT W/WASHER m ALIGN THRU BOLT GONNEGTION - USED FIXTURES t ..U'>ED MATERIALS ARE NOT ACCEPTABLE EXCEPT AS NOTED. / CATWALK AND RAIL b. GENERAL GONTRAGTr:4?SHALL COORDINATE FNS WORK WITH INE WORK OF ALL 01NER • MATCH EXISTING WF ARRANSEMENT r-�--� I BOLT/INT625EGTION USE: 2-WO GALV TIMB62 2�' - -PROPOSED 12'0 x 25'L6 „ 2�• 2x4 CGA WALK SURFACE COVER - GONTRAGTORS,A: D 511E MANAGEMENT. BOLTS W/(2)WASHERS d NUT SEE DTL 4,5P4 FOR FRAMING GGA TIMBER PILES(`IYP) 1.ALL MATERIALS WILL I INSPECTED AND ALL DEFECTS AND IRRE6tA_ARITIES IN TYPICAL GIRDER TO PILE PROP, 2 CC R , a a Ex. GGA R.J. I FRCP. RAIL -_- PROPOSED CATWALK (HEAD AND END),2 BOLTS/ j, I MATERIALS AND COLOR MATCHES OR OTHER SPECIAL 511UATIONS WHICH REQUIRE THRU BOLT CONNECTION ADDITION - FRAMING INTERSECTION j jjJ a ADDITIONAL 6011 ICiERAl10N SHALL BE BROUGHT TO THE ATTENTION OF THE PRO.EGT / l T.O.SKYWARD 3B �5 8 COORDINATOR FOi? APPROVAL PRIOR TO INSTALLATION. ' I 2�4 I I USE, 2-�/'�6ALV TIMBER (2) 3'x10'GGA GIRDERS r9 �® E"�B8'M'�`w�) B.ALL MANUFl�TURER'�r i(dSTRUGTI0N5 SHALL BE FOLLOWED COMPLETELY. 3g BOLTS W/(2)WASHER5 E NUT EA.STRING,2'xb'GGA RIM I I ON MAR 10. 2021 TO.SKYWARD FLANGE FLANGE % 5P4 a T.O. PROPOSED 1 1 (HEAD AND END),2 BOLTS/ SEE PILE TRIM DETAIL ----------- Q.REMOVE ALL DEBRIS Ar END OF EACH WORK DAY IN ORDER TO ASSURE A GLEAN AND SP4 AND DECK JOISTS DTL 5,DWG SP4 3G T.O.WF BEAM WEB -_ a = WELL KEPT ENVIR6�I t-ENT. WOOD CATWALK �' ! INTERSECTION SEE DTL 4,DWG 5P4 MHW® Ei. t2S'(NAVD88) ___ _______y _-Q = �`_` `�' ON MAR. 10,2021 `-4'4 - 10.ALL WORK SHALL EL<:UARANIEED FOR A PERIOD OF OF ONE YEAR UN1�55 OINERWISE �, NOTED.ALL CONrRF, 'U, 12-4x12 (MIRK) I I I BA.SEAWARD FLANGE I , I � � GTORS SHALL SUBMIT T1-N5 GUARANTEE IN WRITING WITH REQUEST --TD.SKYWARD FLANGE I IRR) - CGA C71KRN = 5P4 3s FOR FINAL PAY hII-II". •:�'::':::�:�. =:;::s::;:w:::•.`•.:t:: � T.O.WF BEAM WEB EX CATWALK AND 3/'1}K FLANGE n (TMP) I `d '� � PROPOSED 2 3x10 GGA CATWALK GIRDER ------------ PROP.CATWALK EXTENSION I PILE FND TO REMAIN PROP.TIMBER I �a ® I 2-3x10 GGA W/4-1/2"x IS'6ALV.THRU BOLT,TYP `n 2-4x12 (0 - SEE DTL 5,DW6 5P4 I B.O.SEAWARD FLANGE I I WHALE BEYOND I I I PROP.TIMBER WHALE BEYOfVD - PILE NOTES: ' GLA GIRDER ----------- FOR PILE TRIM DTL ® � GANTI.VR 6RDR(TYP) © I 0 ' I MLW 0 EL.-13'(NAVD88) -------- I. P LES - INSTALL IN A'. :f2DANGE WITH ASTM 025 STANDARDS, I /\/' / (1YPJ �4 11K RAISE I ON MAR 10,2021 HAUL OUT SLIP PILE` 10 BE SOUTHERN YELLOW PINE PRESSURE TREATED GGA 150 501E >\\;, ,,\/j / I rt I PROPOSED -�/b PROPOSED PLAN VIEW - RETENTION TIMBM FILES WITH 12"BUTT AND 25'LONG. NO PILE 15 TO BE PLACED I I BULKHEAD LKHE FURTHER THAN 4'FW+f EACH OTHER ® ® �� '' _--_ SEE DTL 5,DW6 SP4 BEYOND 4 BEYOND 4 CATWALK BULKHEAD PILES 7U EE SOUTHERN YELLOW PINE PRE55l1RE TREATED GGA 150 FOR PILE TRIM DTL ( ( RETENTION TIMBER 'II.E_S WITH 10'BUTT AND 30'L0N6. NO PILE 15 TO BE PLACED \` L--------- FRAMING DTL FURTHER THAN b H EACH OTHER 2 3x10 GGA I EXISTING B.O.SLIP 0 EL.-4.0 t MEW , \�` CANTLVR 65ROR(Tyr) I I I I 2.ALL WORK TO GONFO 1 T TO COASTAL GONSIRUGTION MANUAL FEMA 55.1NIRD ADDITION. (EL.-5 8 t NAVD88)AREA TO BE DREDGE[ SEWN a EL. t2B8'(NAVD88)ON MAR. 10. 2021 3-2xb GGA CATWALK AT WEST RAIL SHOWN, 3.PILES ARE TO BE ItNSr^-,1 LED UNDER THE SUFVI510N OF A LICENSED PROFE5510NAL SHW a EL.t2B8 (NAVD88)ON MAR 10. 2021 EAST RAIL CATWALK SIMILAR PROP.B6T/OFBAS`IN//// ' DEC.IC JOISTS SCh. ��. = 1,-0. ENGINEER WHO WILL. E'1': RESPONSIBLE FOR MAINTAINING PILE LCkr3S•. ALL PILES ARE TO BE INSTALLED A MINIW--1 OF 10'BELOW MEAN LOW WATER LEVEL AND DRIVEN TO A 15 TON \ I I I I I I I I I I® -5.0 MLW(EL.-b3 NAv088) MM a EL. t25 (NAVD88)ON MAR 10,2021 2.0. MINIMUM LOAD CAPA';I IY(U.O.N,J AND CERTIFIED BY A LICENSED ENGINEER ALL BEARING MFH®EL. t25 MAVDSSJ / ON MAR 10,2021 PROPOSED PAIRED I ( GAPAGITIES ARE TO PT- MEASURED BY THE EN6INEERIN6 NEWS FORMULA. THE 12'� x 25'LG III I I I I I I PROPOSED PROFESSIONAL EN61t'FER 15 TO PROVIDE CERTIFIED PILE L065 AND CERTIFICATION OF EXISTING VINYL I I I O I I I n PILE BEARING CA,PACI TY TO THE ARCHITECT OR DE916N ENGINEER UPON COMPLETION OF GGA TIMBER PILES 12 W x 25 LG PILE INSTALLATION. E)ULJ.HEAD DEPTH OF PENETRATION: I I I I I I I I I I CGA TIMBER PILE5 Y 4.ALL PILE5 ARE TO BE (.UT OFF AT DE516N HE16HT AFTER INSTALLATION. ' i •TO REMAIN, 10'MIN.BELOW MLW I O u DEPTH OF PENETRATION, _V2' ('REF) 5.ALL PILING HANDLING, FTTING,AND INSTALLATION SHALT_CONFORM TO THE N.Y.S.CODE SHOWN HERE FOR (TYP,U,O.N� I-t--1 REF PURPOSES I I 10'MIN.BELOW MLW(TYP,UDN) REQUIREMENT5. DAM',-.-ED PILE5 SHALL BE REPAIRED OR REMOVED AS PER IN5TRUCTION5 OF TIIE CN:516N ENGINEER II PILES SHALL 13E DRI`'(=!; TO WITHIN I'OF THE OB16N LOCATIONS. PILES OUT OF TOLERANCE SHALL RJECARE REMEDIAL ACTION AS,PER THE DE-516N ENGINEER A B C D 1.LOCATION OF PILE FC`t t a>ATION OR PROPERTY 15 NOT THE RESPONSIBILITY OF THE DESIGN t MLW® EL.-13'(NAW88)ON MAR. 10,2021 \ I I ENGINEER ALL 5ET A, (" LINES AND PILE LOCATIONS TO BE LOCATED AND STAKED BY OTHERS PRIOR TO 601': TRUGTION. MLW @ EL. -13'MAVD881 ON MAR 10,2021 B I \I ' .. . :• \I I 8.GIRDERS: • ALL HAUL OUT 5LIr' I lid GIRDERS SHALL BE 4x12 GGA TREATED FOR WATER 3BEXTENDED CATWALK ELEVATION /1 A CONTACT USE AS,F"t-F AWPA STANDARDS. PROPOSED • ALL CATWALK TIML.0.:GIRDERS SHALL BE 3X10 GGA TREATED FOR WATER CONTACT • ALONG HAUL OUT SLIP - SEAWARD 51DE OF EAST RAIL EXISTING B.O.SLIP B EL. -4p't MLW I ` I USE AS PER AWPA r31 ANOARD5. • 12 x 25 LG GGA = (EL.-5B t NAVD88)AREA TO BE DRE06ED ` q. THE TIMBER PILES SCALE: Y4 I-O - -' -�-'` Io.P15HIMMIN6 NOTTO EXCEED SOSG OLPF,R6ERP1NANy4f SHALL NOT BE AREA. • m DEPTH OF PENETRATION+ 11.ALL PILE AND DECK H.',I:DWARE SHALL BE HOT DIPPED GALVANIZED,U.O.N.IN (�(� 10'MIN.BELOW M5L(TYP,UAN.) PROP.BOT.OF BASIN® / / / ` I ` I A66ORDAW-E WITH A.517M AI53. ANY DAMAGED AREAS SHALL BE REPAIRED TO THE O /X -5,0'1 MLW(EL. -6.3't NAVD88)/ / �!4" OR EQUAL.ION OF T r Il. E.J 51DENT ARCHITECT.ALL STEEL CONNECTORS SHALL BE GRADE 2 .• ?y4 12.USE 5TAINLE-55 STEEL R RDWARE AS NOTED. hal � 1- i � NOTCH PILE TO � N I RECEIVE 61ROER5 13.ALL BOLTS AND W A iC1:3S FOR PILES AND BRAGIN5 TO BE 3/4 HOT DIPPED 6ALVANIZED /1 r (N OR 5TAINLE55 STEEL. I,!A5HERS TO BE INSTALLED ON BOTH HEAD AND THREAD ENDS. F'+'� _ EXISTING B.O.SLIP® EL.-4A't MLW E I 14.BOLT LOCATION5 FGf,' ALL 61RDER5 SHALL HAVE AN END DISTANCE OF 4 BOLT MINIMUM .. - (EL.-5.61 NAVD88)AREA TO BE DREDGED PROP05ED 5.9. PLATE CONNECTION I I I V I DIAMETERS. EACH Et!t",E DISTANCE SHALL NOT EXCEED 4 BOLT DIAMETERS AT THE TOP �[ d - - 3 x IO"x 0315' THK PLATE I! I I OF THE GIRDER AND lI1 13OLT DIAMETERS AT THE BOTTOM OF THE GIRDED. X • /e WELD GULL PENETRATION AT ENTIRE PERIMETER PROP.BOT.OF BASIN o BAA NG CON�IECTIN6 POINT OF TICAL PLANE) PROP./EXIST.WF 2A PILE ELEVATION AVOID OVER GUTS -5.0't MLW(E7-.-63'Y NAVD88) a (AT EXI5TIN6/PROP05M WF CONNECTION) (TYP FOR ALL PILE I I I 2 PLATES,I EA SIDE OF WF EAST RAIL SHOWN,WE5T RAIL SIMILAR •PROPOSED . . NOTCHING) x : SCALE:Y = I'-0" -12"(P x 25'L6 . •. Z O I I I I GGA TIMBER PILE , U p 3A PROPOSED WF RAIL EXISTING WF RAIL TO REMAIN CSJ Q < PILE ELEVATION E-'+ _ I I i (AT END OF PROF05ED RAIL) I'-0" (�F) Lx O o WEST RAIL SHOWN,EAST RAIL SIMILAR v v I I I ( I SCALE:V' = 1'-0' n I ( I 5 PROP05ED EXISTING CONSTRUCTION TO REMAIN DOUBLE PAIRED GIRDER PILE TRIM DTL (J.� (FOR TYPICAL WF RAIL-SUPPORT SYSTEM AND CATWALK/TIMBER GIRDER CONNECTIONS) ' SEE DETAILS,THIS DWS,FOR APPLICATION 1 2 SCALE: V�" = I'-0' ELEVATION - 3 C WF CONNECTION CONNECTIOI,I. MOTES: WEST RAIL 5HOWN,EAST RAIL-51MILAR I. PILE CONNECTIONS: EN EER- SCALE-Y; = 1'-0" 4xI2 GGA RAIL C'!''DER5 TO PILE WITH(2)3/4 xl2"6ALV.THRU BOLT5.AND WA5HER5. COMPACTION NOTES EXISTING t24'w x ±bo'L6 3x10 GGA CATV1,^!1,CANTILEVER 61RDER5 TO PILE WITH 0 3/4 x12"6ALV.THRU , ' "y 3 HAUL OUT SLIP WITH A CLEAR OPENING OF t24' 2 BOLTS AND WAS �' 'Iy - (BEHIND PROP05ED VINYL BULKHEAD WALL5): SP3 TO BE MODIFIED TO CREATE A t24'W(N.G.) x-f2.0'L6 SP3 2. SEE HOOD GATWALl' /NALKWAY DETAIL FOR REQUIRED HARDWARE. �q� �(T �,G 0 �E��DE HAUL OUT SLIP WITH A CLEAR OPENING OF ±24' (N.G) 3. ALL CONNEGITHLG H]A. 'WARE ro BE GALVANIZED,U.O.N. 4. ALL SIMPSO N HARDWA;zT AND CONNECTORS TO BE 5TAINLE55 STEEL. 1. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE MUST BE PROPERLY 5.THE ENGINEER RESERVES THE R16HT TO HAVE SOIL TEST5 PERFORMED TO CONFIRM THE �-I � ` �1.. yc PREPARED. THE CONTRACTOR SHALL PREPARE THE 50 GRADE IN ACCORDANCE WITH SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT I 124'(NL.) r `' ' W THESE SPECIFICATIONS,USING TFH=NECESSARY MEANS AND MATERIALS TO PROVIDE THE THE FILL MATERIAL IN b INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 45Ai EXISTING/PROPCK� DISTANCE BETWEEN HAUL OUT RAILS m ) ( W SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. OF THE OPTIMUM DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO LESS THAN10 THEREFORE,NOTHING IN THE FOL]OKIN6 SHALL RELIEVE THE CONTRACTOR OF THE OPTIMUM M015TLRE CONTENT UP TO 296 WETTER OPTIMUM DENSITY AND OPTIMUM =' RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TO MOISTURE CONTENT SHALL BE AS,DETERMINED BY ASTM 01551. NO RUBBLE,TRASH, II I 1 �O �?49�-� PROVIDE A SOUND SUB 6RADE. BOULDERS.OR OTHER DEBRIS WILL BE ALLOIAEO AS FILL MATERIAL IN ANY U5A6E. LJ' NOTES U5E 6ALVANIZED FASTENING � �'� 2.USING 501L TEST DATA b.FOR UNSTABLE SOILS WITH LESS THAN 250 PSF COHESION OR ULTIMATE BEARING A.AT ITS OPTION,THE EN67INE ER MAY PROVIDE 501L TEEf INFORMATION TO THE CAPACITY OF LE56 THAN 500 P5F,6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL AND CONNECTION HARDWARE,TYP. JEFFREY'T. BUTLER, P.E. CONTRACTOR. IF PROVIDED,THE DATA WILL ]INCLUDE CLASSIFICATION OF THE SOIL IN UTILITY AND PIPING TRENGHES AND TANKHOLES TO REDUCE MIGRATION OF FINE-61RAINED ACGOROANGE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM(ASTM 02481). THE 501L AND SEPARATE DISSIMILAR FILL MATERIALS.THE 6EOTEXTILE MATERIAL SHALL I' 516NIFICAN6E OF THE DATA WILL.BE INTERPRETED BY THE ENGINEER OVERLAP ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12"A5 NECE55ARY TO B.SOILS DESIGNATED AS HIGHLY EXPANSIVE(CHI,MHO,AND OH) MAY REQUIRE LIME COVER THE INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE 61FI30EX,IYPAR 3401, el. �.O' (3 _ 5TABILIZATION AND/OR SELECTIVE REPLACEMENT WITH I_UITABLE SOILS. SUCH SPECIAL 6TF150EX,OR T(PAR 3601 AS,MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON. -_ - TREATMENTS WILL BE DETAILED IN THE SITZ:BID DOCUMENTS IF THE COST 15 TO BE --- 11// 1.BACKFILLIN6TMKHOILS,ETG.: -- y ------ - ---------- - ----- ----------�_ F- INCLUDED IN THE GONTRAGTOR'5 BASE BID. BACKFILL FOR ANY EXI5TIN6 TANKHOLE5 SHALL MEET THE REQUIREMENTS OF TH15 SECTION. - --- \\%SIL-/\! -_- I I I ____ ____ el.5.0'_ � S� � el.5.0 \ \FxlsTlN&� . LIKEWISE BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOLS4.0' �\\;.• �' - - -- - - - - - G.SOILS DE516NATED AS H16HUl ORGANIC(OH,OLD,AND PT) MAY RE5VIRE SELECTIVE el. /\% --- - ---- --- ---------- z BASEMENTS,ETC.SHALL COMPLY WIN THIS SECTION AL50. �\ - REPLAGEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF THIS ----------- - / 5f 1W @ EL. -2 SS NDSB) ON MAR 10. 2021 n -----------------el 40' J U Q TREATMENT WILL BE DETAILED IN THE SITE DOCUMENTS IF THE COST 15 TO BE INCLUDED 8.BACKFILLING TRENCHES: el. 3.0' / ',: :. - + ' el 3.0' / ~ IN THE GONTRAGTOR5 BASE BID„ BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,GLEAN,FRESHWATER SAND, - ------------- ,` :::: - - - - J U to z D.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY FREE OF SILT AND CLAY PARTTCLE5.BAGKFILLIN5 SHALL OCCUR IMMEDIATELY AFTER el.2.0 __ ___ ___1.I : ---- __----__---- ------ -___-_ EXISTING --__-el_2 0' E'N J T X z CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE SITE BID THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIG -- � I - MHW A EL. t25 (NAVD88) ON MAR. 10, 2021 �DOCUMENTS. THE EXTRA COST OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT TO INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OFSAND SHALL 8E el. I o' vXllINYL � / VINYL BULICHEAD elI0' M� z ~r-------- -----------�--- (BEYOND) ZG05T5 PROVIDED WI1N THE BASF°BID. THE COST OF UNANTIGIPAIED LIME STABILIZATION PROVIDED. 7 --`- - ------ ---"-- OR OTHER SPECIAL TREATMENT(WILL BE NEGOTIATED. 4.AREAS OUTSIDE THE PAVING SHALL BE FILLED AND GOMPAGTED AS NEGE55ARY WITH el.OA' TO REMAIN, / TO REMAIN el.OA' Q SOIL COMPLYING WITH THIS SECTION.EXCEPT THE TOP 6 INCHES SHALL BE NATIVE ----SHOWNFORREFPURPOSES ---- - ----------------- -------------- - ------- ---------- ---�---- ^ I- z O (� < SUB GRADE PREPARATION TOP501L SUITABLE FOR 6RA55. AREAS REQUIRIN6 GUT SHALL ALSO BE PROVIDED el. -LO' ----- ------ :.;: ---- - ------ -- ---- MLW @ EL. -1,3' (NAVD88) ON MAR. 10,2021 -�-_ _ --- el. ' F-"I O ------- ----------- --------- O WITH b INCHES OF NATIVE TOPSOIL FOR GRASS. FINISH GRADE FC�Z THESE AREAS :'• rN ___ __ _ - I. THE CONTRACTOR SHALL REMOVE,All VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE, SHALL BE I INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN ATA el_=.0 - --- ....:., - - - -_--- EX. AREA TO BE DREDGED -------- j el -2.0' ltd r' Z O (V AND OTHER UNDESIRABLE MATBIIAL5. SUCH MATERIALS SHALL BE PROMPTLY HAULED MAXIMUM OF 4.1 UNLESS OTHERWISE INDICATED ON THE SITE OR GRADING PLAN. APPROX +-4i3 G.Y. OF SPOIL TO BE AL1 O el. -3.0' 3, F- O FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH 60VERNING LAWS AND CODES. 10.COMPACTION 11=STING - _ - _ T_ ��- -el -30' ! X _V N --------------- --- ----- REMOVED AND RE5ERVED FOR FILL --- -THE CONTRACTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE WITH THE 6RADIN6 THE EN61NEER WILL EN5A6E AN INDEPENDENT TESTI%LABORATORY TO PERFORM 0) A e 1. -4 0' 0. 3 - t PLAN,TAKING INTO ACCOUNT THE:TINIGICNE55 of THE PAVING SYSTEM. THE TOLERANCE STANDARD PROCTOR TEST(ASTM 015511 ON THE FILL MATERIAL(OR NATIVE SOIL --------------- :;:: -- - - �-- , ---- - ~-- EXISTING B.0 5LIP @ EL. -4.5'± MLW, - --��-I-- ___el -a.o' BAR 2 E 2 �1 u 1 o N OF THIS ROUGH GRADING SHALL BE WITHIN 1/2'H16H TO I"LOW. DURING THIS PROCTOR TEST(ASTM DI551)ON THE FILL MATERIAL(OR NATIVE SOIL IF NO FILL 15 el. -5.0' p r ry (EL. -5.61 NAVD88) - `4 BEYOND N6 B.O,BASIN I - lL O N � � i� BEYCNND HAUL OUT SLIP el.-5A' OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT ---�`-- -�--- - _ (� AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS USED) AT LEAST 12 HOURS BEFORE THE CONTRA( INITIATES GOMPALTION AND(2) :..:. AREA TO BE DREDGED b`' \/ \ \ �� ---- N A NUCLEAR DENSITY 6AU6E(ASTM 02422 AND A5TM 03011)OR 5AND CONE(ASTM e. -b O' `//i//\/\\//\\//\\/\\/\\ l(� LU O SHALL BE REPORTED TO THE ENc31NEEP FOR DETERMINING THE METHOD OF TREATMENT --------------- �/LZZ�T������� '�� / ��/�/a ��=- -------- - w Lt- 01556)TEST AT A MINIMUM OF THRID RANDOMLY SELECTED 40GA1TON5 TO MEASURE ;i✓i / / i '/`'i i /` , / '" � -L�,<, , / /%//%'//'////'' '// \//\//\\// \//\//�/\ el. -1 www.digne nyT-cli so11i _ d Of Trus ees O -- -------- :.:., ��/ I /\/\ \\/ /� �\ \\ PROP. BOT. OF BASIN: -5.0 MLW(EL. �3' NAVD88)\�\ \\ \ \ \\/\ I.�/�/\/�\\/\\ - -- ---------_° O O O REQUIRED,IF ANY. el. -T.O' \/ /' THE DEGREE C COMPACTION OF THE SURFACE SUBGRADE. IF THE RESULTS FROM THIS \ \ (_ \/ / �i / / / i i /�7��/tel� \� / \\7 / / 7 :f! ; ! or 2. MAINTAINING DRY SITE CONDITIONS: ----- %\/\ ` �' % /`/�/ /� � DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE TEST FOR THE FILL OR NATIVE 501L DO NOT MEET OR EXCEED THE DE6REE OF el. -80' /. / / / / / / / / / / / T COMPACTION SPECIFIED IN THIS SECTION,THE COST OF TESTING WILL BE DEDUCTED \\�\\/\\ \\ , \\ \\/�\, \, \,\\;\\ ; /�\1\\i\\\/\\\\�\ r \/�\j\\1\\\�\�\/ el. -8.0' �f I "r \�- ---- \ www.call8ll.com d) Z CONTRACTOR SHALL PROMPTLY TAKE REA50NABLE MEASURES O OBTAIN AND TO ---------- :::: /j' i \ \ \ \ C!I�U I� � (for other states F--� J t- Z :. %� I\ \� �\�`----------------- ----- r/r /r/�'�/� ------------- ) 1n ISS FROM THE CONTRACT AMOUNT,AND THIS TESTING(2)WILL BE REPEATED. MAINTAIN A DRY 511E CONDITION.SUCH MEASURES SHALL INGWDE PUMPING OF FREE II.THE CONTRACTOR MUST REMOVE THE EXI511NG SANITARY SYSTEM IN ACCORDANCE WITH e . -R.O' ;.:;. -_ \�\/ j� Q-I < SURFACE WATER,MINOR HAND AND/OR MACHINE SHAPING TO FACILITATE WATER ------ -- --- ;`�/\ \ y \ \� '----- EXTENT OF DRE061N6 TO BE ±5.0'(t) MLW, - ---\/\\\/\\�/ \'��----------------- 800-212-4480 1 811 z v Q REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. THE STANDARDS OF THE S.C.D.H.S. CONTRACTOR IS RESPONSIBLE FOR ALL el.-TOA' \ \//\//� \� / // // / /� I I / ' \ \\' (EL. -6.3' NAVD88) WITH MAXIMUM OVER GUT OF 6.0" / / -- INSPECTIONS AND SIGN-OFF OF SAME. ------------- -- �,\ \ � ,< \ \� \\\� \/ el.-10.0 3. NATIVE 501E COMPACTION. � -------- ------ 12.CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND el. -ILO' - /\\/\\ \\/\\ \/\\/\ I �� Bylaw,excavators ontractors working in For safety reasons,homeowners are strongly COHESIVE AND WHE51ONLE55 NATIVE 501L SHALL BE CCN-IPACTED TO 45%AND 100%OF THE \ \ /� /\/X\ \ __ \ \. (, \ el. -11.0' g v /� -- --------- the five boroughs of N,.:York City and Nassau encouraged to call as well when planning any OPTIMUM DENSITY,RESPEGTIVELI;PRIOR TO PLA( OF FILL. CERTIFIED AS EMPTY PRIOR TO RELOCATION. -------------- - S\��\\ \\, �y /� �--\T\ \ ---- ------ -------- \/ \\ \ 4--- PAOE ; \ Com-\< � el. -12.0 / / /%/\/\/ /\ \/- \/ \/ and Suffolk Counw,. �i Long Island must type of digging on their property. 4. FILL SELECTION AND GOMPAGTICIN: _�j ///%j / j _ _ j/jam/�------------- ------------ �j�j�///%/ / / / / / el. -12.0' 48 hours but no it 7 4480 or811,at least Homeowners can contact us directlyat \\ \ \ \\ 3 \\ 4/ contact(excluding but no pi,,! l'an 10 working days 1-800-272-4480 or by calling 811,he THE MOST G05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING 51f"LL BE USED: ---- -- ;��/\1 2 � \�- \��\\ �\ \ 4 ----- - g -5AND-GRAVEL MIX p5 TO 3 K FINES<0.02 MM AND CBR> I�), / / / �/ / j ( g ;:,� i legal holidays)prior national call before you dig number.For -GRAVELY SOIL(3 TO 6%FINES<0.02 MM AND CBR>8), \\/�/\\//\//\ '\// //\\�/\�/` to beginning any n ,+.!ionized digging or excavation work completed on personal -SANDY SOILS(3 TO b5G FINES<0.02 MM AND GBR>8), '�//i�/i'// \'�\%/� excavation work to c .o e underground lines property,it is the contractor's \\\` HAUL OUT SLIP ELEVATION are marked.Exca,.;i, ,,and contractors can responsibility--NOT the homeowner's--to -SILTY GRAVELY SOILS(b TO IO;Ti FINES<0.02 MM AND CBR>8), also submit Ioca - •-I;,�sts online,through contact DigNet.Having utility lines marked SP4 -51L1Y SANDY SOILS(b TO ]SSG FINES<0,02 MM AND GBR>8), (EXTENT OF DREDGING) ITIC. Lr If you do nol cnj idly use ITIC,please prior to digging is free of charge. -CLAYEY 6RAVEL SOILS,(OVER 20AS FINES(0.02 MM AND CE3R>5), 5GALE:y' = 1'-0" call 1-800-524-7603!,,r more information. -CLAYEY SANDY 501L(OVER 20%FINES<0.02 MM AND GBR>5), - of 5 PROVIDE GGA 2X WD GAP, 10"0 GGA TIMBER PILE, 4"1 GGA FOLLOWER,VINYL SHEET PILE AND b"x 8' GGA TOP WHALE I 2 4 MATERIAL TO MATCH NEARBY TO BE FASTENED 9 EACH OCCURRENCE,USE I" GALV. BOLT, WASHERS (HEAL) 4 END) AND NUT. I"� x 12' LG GALVANIZED TIE ROC EX.VINYL 13111 GAP ADDITIONALLY,4"1 GGA FOLLOWER, VINYL SHEET PILE AND 6'x8" GGA TOP WHALE SHALL Ii GGA GAT LOG -� NOTE- APPROX. 12lb L.F. BE FASTENED W/34' GALV BOLT, WASHERS (HEAD 4 END) AND BOLT® Ib' O.G. ti PROPOSED 2x GGA BULKHEAD GAP T.O. BULKHEAD @ EL. 18.01 NAVD88 = -- - - _ -° _ HAS BEEN OMITTED FROM THI5 VIEW (MATCH EX. BLKHD ELEVJ I% SLOPE MINS - - - -:, . _ �-- FOR PURPOSES OF CLARITY, 1O%tx10'L6 GGA 5EE VIEW 2,'BULKHEAD PROFILE el. 5.0' %/\//\j/\y/\yj �j /j y/�y/�;j//7 77771 y e I. 5 O' DEADMAN (NP) 3 1 11\1/\//\//\/,\//\//\//\ /\/ VINYL SHEET PILING, e I. 4.0' SP5 \` \/\/\/\/\/\/\/\/\/\/\/\/\ e 1. 4.0' el. 5.O' SFWJ® EL. 1288'(NAVD88) ON MAR. 10. 2021 \\ \ \�/�\/�\\/�\\%�\\/� el. 3.0' 4"xb"GGA FOLLOWER(TVP) SHORE6UARI7 625 21. 2.0' + (31 81x8" / i�/ \\'\/\ '\ ' e l. 2.0' - MHW I EL. _2 5' (NAVD88) ON MAR. 10, 2021 - - - AREA TO BE EXCAVATED FOR T -T--T -- T GCA.WHALES r� i�%/ // / e 1. 1.0 BULKHEAD INSTALLATION, �/ MATERIAL SHALL BE REFILLED ID MAX ;;� '\\� y` TO ACHIEVE I% SLOPE FROM el. O.O' (04-0110.G. MAX. WHALE SPIGE� GALV. TIEROD PROPOSED BULKHEAD TO (�,PiG�) 101 x 30'L6 GGA PI!., 5 EXI5TIN6 GRADE (5EE el. -2.0' MLW a EL. -1.3' (NAVD88) \�;� \�\j��/\\j\\j\ /\\ \\/\\/\\ COMPACTION NOTES, DWG 5P4) el. -2.0' INSTALLED AS SFI,'.: N e 1. -5.D' ON MAR. 10, 2021 � �\�/ ;�����\����� �� �j�\��j e 1. -3.0' V I EN '4' - PL�1�l D�T�I L 6"x 8' GGA t !(ALE(I OF 3) l GO VQA2'LG SCALE: 3/16" = I'-0" /6ALV. TIE RODS' EL. -3.0 t MLW O ct_1 \y\;-; > y\y \\j(2) 10"P GGA; \�� PROP. BOT. OF BASIN ®"-4.0 MLW(EL. -5.3 NAVD88) / / / /'/ r >:`''�•i:.\ \�,.,. \; ;\ �: / / \. •/\\ \\GAT LOG / i /ice i /i;j /\i\// ! \�\:%` `%''< \ '10"�XIO'L6 GGA, �-=► %\//., �// el. -�.O' ` � 4 rn EXISTING n b' O.G. DEADMAN i, ;/ �n �' :% %\%\/\, /�r�/\i•' �/ .i' " \/\, �/� \ �- , , EXIST. t24'W x i60'L6 �➢n ' Geo REMAIN AGE r_ HAUL OUT SLIP /\ is i\/ \ el. ' W/CLEAR OPENING r ,Il � OF 1241 , NOTE: U5E 6ALVANIZED FASTENING i;Yi\r %��j\j ;\/ ' el. -10.0' AND CONNECTION HARDWARE, TYP. \' \ '\/ el. -10.0' W T . 1101 MIN EXCAVATION REQ'D ' �, TO BE MODIFIED FOR BULKHEAD ANGHORI N6 e l. -11.0' I r TO CREATE A x t24'W (N.GJ x 12.0'1 \\/ �I HAUL OUT SLIP PAREA OR PEED INCIDENTAL DREDGING ' / ! // rn 10'BEYOND BULKHEAD REPL.AGEMENT TO MAINTAIN A MAX. %, >G\��L� 4' i z WITH NI CLEAR A I DEPTH OF-4A MLK[-53 NAVD88] \��\\ PROPOSED 2 ,H VINYL SHEET BULKHEAD �o OPENI �F z • APPROX 138 GY OF SILT/SAND SPOIL TO BE USED AS /�/\. APPROXIMATE TL LENGTH = 1218 BACKFILL BEHIND RECONSTRUCTED BULKHEAD r, X �/j� /j\//j INCLUDING: ;\i i\\j LEG 'AI': ±191' LG EXISTING v u F G \i LEG 'A2': tlb' LG I STORY EVIORKUILDING WEST RAIL E RETURN A3: t3 LG ) > 1 S RAIL Woov w D CATWALK V I EH '2' - BULKHEAD PROFILE77 10"41) x 30' LG / 5GALE: 1/4" = I'-0" \%\� XX\�/%< GGA PILE,b' o.G..(TVP) \; y\\' I 10'� GGA I /\//\ GAT LO6 (TYPICAL) m \�\\/ /\\\/\ i o • r/ 1111//i / I X ^ O 10"� GGA < DEADMAN(TYP) J USE I"P 6ALV.BOLT WA5HER5 -014 NUT EA OCCURRENCE, 4 5 I"I GALV. / !" V_ USE FOR PILEMWALENINYL SP5 SP5 TIE ROD (TVP) �T�� SHT/FOLLOWER CONN. VINYL SHEET PILING,5HORE6UARD b25 O X USE 3/4(P GALV.BOLT, USE 1"0 x 12'L6 6ALV TIE RODS, 4"x6" GGA FOLLOWER(BEHIND VINYL SHEET PI LI N6, PROP. GGA / u••• WASHERS WE) 8 NUT 5EE VIEW 2 AND VIEW 4 5EE VIEW 2 # 5,DI 5P5) O B N GGA TI.`i(F` X USE FOR WHALENINYL FOR MORE INFORMATION(TH19 DWG) PROVIDE GGA 2K WD GAP FOLLOWER(TYP) BULKHD PIL t ll' IGAL) p LJ 5HT/FOR HHALOWER CONN. (3) 6"x8"GGA WHALES SEE VIEW 2,BLLKHEAD PROFILE FOR INFO. v V-O'O.G.MAX. / z O TIEROD ,) WHALE SPLICE(TVP) T.O. PROP.BULKHEAD 6 EL. tb.0'NAVD88 I p (MATC.H EX.T.O.WD BULI IEAD] ; / d� - -----° ° ---°----°- ° ---° - ---° .. ° ° -------° ° --° ,, 0 0 ------- - 1 11 Al 111 11 11U1- ° ° 60.3 ► / LU O 5HW O EL. t288'NAVD88)ON MAR 10. ROP05ED 2021 $� / GGA WHALE � O m MHW B EL.1251(NAVD88) / (TVP OF 3) ON MAR 10,2021 � / �/ ? t/ , inJ Fxc� o / MATTITUCK ku MLW o EL.-19 (NAVD98)ON MAR �. ��r/oN CREEK W 2 10,2021 W SP5 EX15TIN6 B.O.5LIP 6 EL.-3.0't MLW, c� / (tL.-4.3'1 NAVD88)AREA TO BE DREDGED +I EXI5TIN6 -,-,- ,-- •---,-, ,-�r-^��--- GONG.SLAB / PROP.BOT.OF BA51fl® EX15TING FLOATING DOCK / EX. METAL RAMP -4.0'1 MLW(E,..-53'NAVD88) EXISTING DECK E EER: EXISTING ELEGTRIG SERVICE �- N -A r._ w TO REMAIN ry •1=1 I I I 1 I I I 1 Q / W c7 r �O01 3 3 4 9 EXISTING l i i i i i i i I STORY BUILDING JEFFREY T. BUT'LEIR, P.E. (NO WORK) / 10")X 30'L6 [Q O.G. k / PAIS "�-1IAL SITE PLAN - o `�' ° < 7 1F�- I 1 ,. '� L_JL_JL_JL_J / PRG 'POSED BULKHEAD O o o 0) a LEG 'Al', 'A2' AND 'A3' 5`10li LA Of NrMil YOLK Off VIEW '3' - ELEVATION DETAIL " ( O 6 F SCALE. I' = 15-O � J in 50ALE: 3118IAP " = I'-O" / v m 800-212-4480 81 / l_ m o z o a � Q � o 3 (� rT� < < � § Il www.dignetnycli.com / W ~ z p Q 1L or / t� W O O d www.call811.com 4'x8"GGA FOLLOWER AND 6"x81 a � � � (for other states) GGA W-IALE,5EE VIEW 3,DWG SP5 PROVIDE 2x GGA l^U GAP / z FOR CONNECTION CLARIFICATION MATERIAL TO MATCH NEARBY Q 1n O By law,excavators and contractors working in the EX.VINYL BULKHD G.4P / five boroughs of New York City and Nassau and ASPHALT GONGRETE -TYPE b f%:: ;: :%` r:: ,:; 1'-1� APPROX LENGTH; t2b LF. ,: .;� .»f; r�,::•. Al BULKHEAD LEG Z X ---I CV PROPOSED p ��� 1197' LG PROP05EV VINYL BULKHEAD w O W O CV Suffolk Counties on Long Island must contact ASPHALT BASE COURSE 4" 7" 6° VtCii-L DigNet, 1-800-272-4480 or 811,at least 48 hours .'. •'. •' • • • -� \ ,� ON PLACE OF EXISTING TIMBER BULKHEAD) SHOREGARD F�-I (L/ jL I N k 0 but no more than 10 working days(excluding 'j'77jr\ j ,/;. \;;, , - \ ,;- `u� VINYL BULKHEAD h�-� I- weekends and legal holidays)prior to beginning STONE BLEND BASE -45%GOMPAGTION(STANDARD '% T.O.PROP BULKHEAD 6 EL 16.0 NAVD88 \�.,�,\ , . �. � \_Y\, ., �� A2 BULKHEAD LEO P�tODEL No. 56560, 24' HIGH any mechanized digging or excavation work to (MATCH EX.TIMBER aLKHEAD EL) _ 116' L6 PROPOSED VINYL BULKHEAD ,PPROXIMATE LENGTH t216' 3 O > �'; / `/ i .'../ , , EXISTING - e:nsure underground lines are marked. ;% / / „ /j/ / <;, ,\ INCLUDING: / /\/�\/ \ \ //X \ GONG.SLAB ON PLACE OF EXISTiN6 TIMBER BUUCHEAD) (� z Excavators and contractors can also submit \ \\ I , , I1 �, //\/ // //\ ,' �.r ; USE I'�GALV.BOLT,VrA5HBR5(HdE) LEG 'Al'i(1) 1191 LONG, _ t (- locate requests online,through ITIC. If you do not i :' / / / / PAVEMENT 5E:GTION (MIN. THICKNESS) \\; '\\X\\x�/�\/\\�� \��\ \\� ' ' currently use ITIC,please call 1-800-524-7603 \ AND NUT EA OGGURRENCE,USE FOR C \ A3 BULKHEAD RETURN LEG A2,(I) tlb LONG AND Q for more information. r\ /\/\/\/\/ \/ \/ / / ' � ,/ �/ / PILEMWALENINYL SHT/FOLLOhER CONN. �� t3 LG PROPOSED VINYL BULKHEAD LEG A3,(I) t3 LONG RETURN 7 _ 0 O Q ASPHALT CONCRETE I I/2" /\\ \\�\�\\�j\ \�\\ x. ���; / �o \ "AR 2 6 20 .1 WEARING COURSE \/; ON PLACE OF EXISTIN611MBER EfULKHEAD) For safety reasons, homeowners are strongly \/\/\/\ / / ;/ /\' ASPHALT CONCRETE ,� \ \ \ \ �\ \` \\ \� \\ \ ., c� encouraged to call as well when planning any BINDER COURSE 2 I/2 \/' `/�/�//\/ \/\/\/,X/\/\/�/\/ '` q FA GE: / / /j / / / / // / / 1 FLAG ( \ \\\ \\ \\ \\ \. '\ \\ \ \\' Southold To :n type of digging on their property. Homeowners � X\\//'. / /� '/. / / / � / _ ` - Board o Trus ees can contact us directly at 1-800-272-4480 or by STONE BLEND BASE 4" �/ //�///\//�///\//�//���//�/�/\//� �j%�� � ' _'E��EDGE 0TIDAL AI calling 811,the national call before you dig \� \\ \\ \\ \\' \\ �\\\ \\ \\ \\;\\ \ , VINYL SHEET PILING \/\/\/\/ \/\ 3 I \ number. For excavation work completed on \// DRIVEWAY/PAfi�K I NC AREA VIE�I 2 AND VIEW 3, personal property,it is the contractor's C \ \ ��r/� DWG 5P5 FOR INFORMATION responsibility--NOT the homeowner's--to contact VIEW i - ��Y t cT'l FF DigNet. Having utility lines marked prior to SCALE: ( ' = I'-0" %/\\/\\\\ \\\ PAVEMENT 5EGT1 Oil \/\/j;\/\/ . EDGE OF WETLANDS AS FLAGGED BY EN-CONSULTANT digging is free of charge. /�\//\\/\\/ /� O 2011 NOT TO SCALE N JUNE of 5 JT1-iG'S WEST MILL LLC.5780 NOT N..�L ROAD.MATTITUCK c` Figure 1. Looking south over existing 24'x 60'boat haul-out slip to be modified to 24'x 72'slip(via 12'extensions to(2)associated steel travel lift rails)and maintenance dredged. Figure Z Looking north at existing 24'x 60'boat haul-out slip to be modified to 24'x 72'slip(via 12'extensions to(2)associated steel travel lift rails)and maintenance dredged;and at northerly end of existing 4'x 91'floating dock to be shortened by approxi 9 if to accommodate proposed travel raiUslip extension. _ s : TO _ _ 1 i� ,� `� �,.� _ - -._++rte -. � ►.. 7.7 WON, 00 _ .. . . , ,'sir '':�' #�7��� �.�' �:�/' �/. y w r '• 7 W . V , 74 t ` , ,r- � 14 4 ' '�1.. '777-- r ,• �� 777��f 'F /lap 45 Suffolk Co* Joins Map 44 D3 72'30.45• E3 7r C3 T3,30 Duck Pon ,\\ ;I `9' I 35 ` I i J I R OREGON Bidwell meyard 50A Cm4 Hagstron Map #45 °sa 34 \ 1' - +2,000' Pa�� Yo stello di Borgh Vi arils b N / vAP Sherwood House Baflia,8 � y� Vineyards Par, Y S PIS EASTI ATTITUCK - v/\ 84 \ Co .-. 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OR P..L R,J. .. 9. 3/ p`I ,.0 [� 'a33"__ `�..A— «"fit. .;••() + ILt S `A�rIT' a` d _ �EWSn sEc.,Ec.vo. i e c 0, s \,tAA1 r \i�1e .a(ei `H" 1°1 r "_ Y .M1ggP> - to aoya ' B3 sl , - ! u \ ,p `} -__ ear IJA Ar S1T w ��', I1 I� r1W,c ,Y4y•S � A i w•- a MATCH tNE'. .; -Tc. LIRE y ) a ,as 4 le+ M1tga, ?1§ -..... —. 3t , - _ sec sae.r+o.na '. - � • '�"� � 4 I r. - • - > 2 1 r d' 4 L „^.: ...........^„».,,...r...,,„. w•—iL,,..-_—,.,„-_—,.,„•--, — — .v.. -___ .u,.... __"^__ NoncE � ,�;• —T —NO E COUNTY OF SUFFOLK E m } or SOMOLD 106 0' t 911 EN •"'z OFFICE LOCATION: � � � MAILING ADDRESS: Town Hall AnnexyP.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, Assistant Town Planning Director LWRP Coordinator Date: May 18, 2021 Re: Local Waterfront Coastal Consistency Review for STRONG'S WEST MILL, LLC SCTM# 1000-106-6-13.4 En-Consultants on behalf of STRONG'S WEST MILL, LLC requests a Wetland Permit to Modify existing haul-out slip dimensions from 24' x 60' to 24' x 72' by welding 12 If extensions to two (2) existing steel travel lift rails over additional piling foundation; remove and replace existing 2' x 59' wood catwalk adjacent to easterly travel lift rail with 2' x 72' wood catwalk, and construct 2' x 25' extension to existing wood catwalk adjacent to westerly travel lift rail; remove and replace (in-place) approximately 216 If of timber bulkhead with vinyl bulkhead, incidentally dredge up to 10 feet seaward off reconstructed bulkhead to max. depth of-4' MLW, and use approx. 38 cy spoil as backfill; remove 4' x +9' portion of existing 4' x 91' floating dock to accommodate prop. rail extension (4' x 82' portion of ex. float to remain), and remove and replace (in-kind/in-place) ex. +5' x 9' platform leading to float (ex. 2.5' x 20' aluminum ramp between platform and float to be temporarily removed and reset); and maintenance dredge interior of modified haul-out slip to max. depth of- 5'MLW(with max. 6" overcut), using approx. 93 cy spoil as backfill behind reconstructed bulkhead. Located: 5780 West Mill Road, Mattituck. SCTM# 1000-106-6-13.4 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with policies 10, 10.1(a) and 10.5 of the LWRP. The proposal improves infrastructure for the continued operation of an existing water dependent use (Marina) in an area of focused maritime activity and a maritime center (Mattituck Inlet and Creek). Policy Standards Policy 10 Protect Southold's water-dependent uses and promote siting of new water- dependent uses in suitable locations The intent of this policy is to protect existing water-dependent commercial, industrial, and recreational uses and to enhance the economic viability of water-dependent uses by ensuring adequate provision of infrastructure for water-dependent uses and their efficient operation. 10.1 (a) Protect existing water-dependent uses. The term Water-dependent use means a business or other activity which can only be conducted in, on, over, or adjacent to a water body because such activity requires direct access to that water body, and which involves, as an integral part of such activity, the use of the water. Existing uses should be maintained and enhanced where possible and appropriate. Strong's West Mill, LLC Marina is a water dependent use. The Town of Southold has identified Mattituck Inlet and Creek, Mill Creek and the Village of Greenport as the focus of its maritime activity. These will be the targets for improvements to existing infrastructure, such as water and sewer lines, maintenance dredging of navigation channels and anchorage basins, docks and piers, bulkheads, boat ramps, and pump out stations. This infrastructure, which is often too expensive for many water-dependent businesses to maintain or provide on their own, is necessary to sustain water-dependent uses. A. Provide adequate navigation infrastructure. Dredging is an essential activity but with costs and impacts that require it to be undertaken only to the extent necessary to meet the current and future needs of water- dependent uses of the Town of Southold. The Town of Southold will work in cooperation with New York State, Suffolk County, the Village of Greenport and private owners of water-dependent uses to: 2. Maintain necessary public and private channels and basins at depths consistent with the needs of water-dependent uses. Discontinue or modify navigation channel or basin maintenance dredging where project depths exceed vessel needs. It is recommended that the Board clarify the vessel depth needs. 4. Provide new or expanded navigation lanes, channels, and basins when necessary to support new, or expansion of existing, water-dependent uses. Dredging may be necessary to support a water-dependent use when: a. an existing use, or a new use in a suitable location, would be generating vessel traffic that requires the navigation infrastructure, b. the amount of dredging, including the project depth, is consistent with shipping needs. 10.5 Provide sufficient infrastructure for water-dependent uses. B. Provide and maintain efficient infrastructure for water-dependent uses. Maintain existing infrastructure and improve or provide new infrastructure, particularly in Mattituck Inlet and Creek, Mill Creek and the Village of Greenport, for commercial and recreational vessels and water-dependent uses. The Town of Southold will work with the federal government, New York State, Suffolk County, the Village of Greenport and private owners of water-dependent uses to: 3. Maintain existing, and, where necessary for water-dependent uses, construct new, shoreline stabilization and engineering structures such as piers, wharves, jetties, and bulkheads. 4. Maintain facilities to meet safety requirements associated with vessel operations. T Promote the provision of appropriate vessel services for commercial and recreational vessels, including berthing, repairs, information, and fueling services. In the event the action is approved, turbidity controls are required (Chapter 275 Wetland and Shorelines) to further Policy 6 and protect water quality and surrounding wetlands. 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 a )fFDI/( Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish, Secretary P.O.Box 1179 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 May 12, 2021 the following recommendation was made: STRONG'S WEST MILL, LLC to modify existing haul-out slips dimensions from 24' to 24'X 72' by welding 12 If. extensions of two (2) existing steel travel lift rails over additional pile foundation; remove and replace existing 2'X 59' wood catwalk adjacent to easterly travel lift rail with 2'X 72' wood catwalk, and construct 2'X 25' extension to existing wood catwalk adjacent to westerly travel lift rail; remove and replace (in-place) approx. 216 sf. of timber bulkhead with vinyl bulkhead, incidentally dredge up to 10' seaward off reconstructed bulkhead to max. depth of 4' MLW, and use approx. 38 cy. spoil as backfill; remove 4'X 9' portion of existing 4'X 91' floating dock to accommodate prop. Rail extension, and remove and replace (inkind/inplace) existing 5'X 9' platform leading to float; and maintenance dredge interior of modified haul-out slip to max. depth of-5' MLW (with max. 6" overcut), using approx. 93 cy. spoil as backfill behind reconstructed bulkhead. Located: 5780 West Mill Rd., Mattituck. SCTM#106-6-13.4 The CAC did not make an inspection, therefore no recommendation was made.. Glenn Goldsmith,F'--_lent �d� 17UP S � Town Hall Annex Michael J.Domino,Vice-President �Q� ® 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III ° JR Southold,New York 11971 A.Nicholas Krupski G Telephone(631)765-1892 GregWilliams ,Jq Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application (� 2 p (� X Wetland Permit Application ® ly E ll V�(] E Administrative Permit Amendment/Transfer/Extension V Received Application: 3.24-24 VAR 2 6 2021 Received Fee: $ 7-SO-60 1( Completed Application: 1.1.zi Southold Town Incomplete: Board of Trustees SEQRA Classification: Type I Type II Unlisted ' ewe_d. rUSILIVe 1JOU. Lead Agency Determination Date: Coordination:(date sent): _7'_-LWRP Consistency Assessment Form Sent: 71N CAC Referral Sent: 0-4 Date of Inspection: •2 Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Name of Applicant Strong's West Mill,LLC c/o Jeffrey Strong,Member Address PO Box 1409,Mattituck,NY 11952 Phone Number: 631 786-1392 Suffolk County Tax Map Number: 1000 - 106-6-13.4 Property Location:5780 West Mill Road,Mattituck (property is located on east and south sides of West Mill Road) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable)' Address: 1319 North Sea Road, Southampton,NY 11968 Phone:631-283-6360 Board of Trustees Api -ration GENERAL DATA Land Area(in square feet): 16.76 acres Area Zoning: M-II Previous use of property: Commercial marina and shipyard Intended use of property: No change Covenants and Restrictions: Yes X No If"Yes", please provide copy. Does this project'require a variance from the Zoning Board of Appeals Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. 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 Southold T­t=Pemut No 123 - 6-27-60 Southold Trustues P=t No 221 3-25-63 Southold Ttuslm Permit No 279 2-24-64 Southold Town Board P=t No 47 3-25-5I ' Southold Trustees Permit No 1500 10-8-81 Southold Trustees Permit No 209 1-18-85 Southold Trustees Permit No 2094 10-30-85 Southold Trustees Permit No 4857 1-28-98 Southold Trustees Permit No 5058 9-22-99 Southold Trustees Permit No 5198 7-19-00 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): Modify existing haul-out slip dimensions from 24'x 60'to 24'x 72'by welding 12 if extensions to two(2)existing steel travel lift rails over additional piling foundation;remove and replace existing 2'x 59'wood catwalk adjacent to easterly travel lift rail with 2'x 72'wood catwalk,and construct 2'x 25'extension to existing wood catwalk adjacent to westerly travel lift rail;remove and replace(in-place)approximately 216 if of timber bulkhead with vinyl bulkhead, incidentally dredge up to 10 feet seaward off reconstructed bulkhead to max. depth of-4'MLW,and use approx.38 cy spoil as backfill;remove 4'x+9'portion of existing 4'x 91'floating dock to accommodate prop.rail extension(4'x 82'portion of ex.float to remain),and remove and replace(in-kind/in-place)ex.+5'x 9"platform leading to float(ex. 2.5'x 20 aluminum ramp between platform and float to be temporarily removed and reset);and maintenance dredge interior of modified haul-out slip to max.depth of-5'MLW(with max. 6" overcut),using approx.93 cy spoil as backfill behind reconstructed bulkhead,all as depicted and further'described on the site plan prepared by Jeffrey T. Butler,P.E.,P.C.,last dated March 22,2021.• Board of Trustees Applic Lon WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To improve utility and efficiency of existing boat haul-out slip by extending length of slip and maintenance dredging slip;and maintaining existing functional bulkheading through its in-place removal and replacement. Area of wetlands on lot: 27,333 square feet Percent coverage of lot: 3.74 oio Closest distance between nearest existing structure and upland edge of wetlands: 0 feet ex.bulkheading Closest distance between nearest proposed structure and upland edge of wetlands: 0 feet prop.bulkheading Does the project involve excavation or filling? No X Yes (dredged spoil from maintenance dredging of slip& If yes, how much material will be excavated? +/-131 cubic yards incidental dredging adjacent to reconstructed bulkhead) How much material will be filled? +/-131 cubic yards (dredged spoil to be used as backfill) Depth of which material will be removed or-depasited: -5'MLW feet(max.) Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Approx. 93 cy of material to be dredged from within boat haul-out slip and approx.38 cy of material to be incidentally dredged within 10 feet of reconstructed bulkhead via land-based excavator and/or barge-mounted clamshell bucket will be deposited as backfill landward of reconstructed bulkhead. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The project is designed to improve the utility and efficiency of an existing boat haul-out slip within a commerical marina facility by increasing the overall length of the slip by 12 feet via extension of the existing steel travel rails,maintenance dredging within the slip; and replacing and/or extending the catwalks running alongside the travel rails. Also proposed is the in-place replacement of the adjacent,lone remaining section of old timber bulkhead with a vinyl bulkhead,which will tie into the existing section vinyl bulkhead constructed pursuant to Town Wetlands Permit No. 5058,issued in 1999. To mitigate the temporary potential impacts of the associated incidental dredging adjacent to the bulkhead and maintenance dredging of the slip,such as ephemeral turbidity,a silt curtain will be employed during construction; and a minimum distance of approximately 20 feet will be maintained between the incidental dredging and the nearest vegetated intertidal marsh to the southwest. Thus,as designed,the project will have no significant adverse impacts on the adjacent tidal wetlands or waters of Mattituck Creek. � r 4 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project• Strong's West Mill Project Location(describe,and attach a location map). 5780 West Mill Road,Mattituck,Town of Southold, Suffolk County,NY,SCTM# 1000-106-6-13.4;property is located on east and south sides of West Mill Road,maps provided. Brief Description of Proposed Action: Modify existing-haul-out slip dimensions from 24'x 60'to 24'x 72'by welding 121f extensions to two(2)existing steel travel lift rails over additional piling foundation,remove and replace existing 2'x 59'wood catwalk adjacent to easterly travel lift rail with 2'x 72'wood catwalk,and construct 2'x 25'extension to existing wood catwalk adjacent to westerly travel lift rail,remove and replace(m-place)approximately 2161f of timber bulkhead with vinyl bulkhead,incidentally dredge up to 10 feet seaward off reconstructed bulkhead to max depth of-4'MLW,and use approx 38 cy spoil as backfill;remove 4'x+9'portion of existing 4'x 91'floating dock to accommodate prop rail extension(4'x 82'portion of ex float to remain), and remove and replace(in-kind/in-place)ex +5'x 9'platform leading to float(ex 2.5'x 20'aluminum ramp between platform and float to be temporarily removed and reset),and maintenance dredge intenor of modified haul-out slip to max.depth of-5'MLW(with max.6"overcut),using approx 93 cy spoil as backfill behind reconstructed bulkhead,all as depicted and further descnbed on the site plan prepared by Jeffrey T.Butler, P E,P C.,last dated March 22,2021 Name ofA plicant or Sponsor Telephone: 631-786-1392 Strong's West Mill,LLC c/o Jeffrey Strong,Member E-Mail: Jeff@strongsmarine.com Address: P.O.Box 1409 City/PO: State: Zip Code• Mattituck NY 11952 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2 If no,continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: NYS DEC,USA COE,NYS DOS X 3.a.Total acreage of the site of the proposed action? 16.76 acres b Total acreage to be physically disturbed? <5,000 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 16.76 acres 4. Check all land uses that occur on, adjoining and near the proposed action. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ®Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7 Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X 8. a Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action9 X c Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action9 X 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies N/A 10. Will the proposed action connect to an existing public/private water supply9 NO YES If No,describe method for providing potable water. N/A 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment N/A 12 a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X X 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b Would the proposed action physically alter, or encroach into,any existing wetland or waterbody9 If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: The proposed X dredging will affect approximately 3,438 sf of Mattituck Creek. 14 Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES X b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does then or other activities that res ro o ed action include construction �.. . ...—ES water or other liquids(e.g. retention pond, waste lagoon,dam)? mm If Yes, explain purpose and size: X 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) or hazardous waste? If Yes, describe: X _I AFFIRM.. THAT THE IN, IIATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF Y KNOWLEDGE Applicant/sponsor name: R I'E He=ann,Coastal Mgmt Specialist Date: March 22 2021 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsoj-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 withmm _.. _.. an adopted land use plan or zoning regulations? 2. Will the proposed action result in it .. p p a change m 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 characteris .. .. used the ea establishment of a Critical Environmental (CEA). 5. Will the prooSemfraso resin in m .. t .. proposed n adverse change in the existing level of traffic or existing` ass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate mm reason tll �r wwconservation or renewable erranty olttaojjk unties? . a "n�a�lable enc,., 7. Will the proposed action impact existing: a. public/private water supplies? . w b. public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality ofimportant historic, archaeological, architectural or aesthetic resources _. 9 Willthe proposed action result i p p n adverse change to natural resources(e.g., wetlands, g quality, ra and fauna)? t Page 3 of No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainagemmmmm ��p.. .... problems? � 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should, in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. n Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date �a �Prm. r Type�e �e �° ble O icer m Lead Trte o Responsible OWWWffiw_.c�e r Signa�ucofResponsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 Of 4 Board of Trustees Appli%�aT_ion AUTHORIZATION (Where the applicant is not the owner) I/We, __ Jeffrey L.Strong,Member,,Strong's West Mill,LLC a owners of the property identified as SCTM# 1000-_ 106-6-13.4 in the town of _ Southold _----,-New York, hereby authorizes . En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property, s N/A _ Propert er' —atvff Property Owner's Signature Jeffrey .St r ng,Member,Strong's West Mill,LLC SWORN TO BEFORE ME THIS _ ._ _DAY OF 20� Notary Public LAURA THIMM Notary Public-State of New York N0. 01 TH6088565 Qualified in SuffolkCo my My Commission Expires - Board of Trustees Application AFFIDAVIT Jeffrey L.Strong,Member,Strong's West Mill,LLC BEING DULY SWORN DEPOSES AND AFFIRMS THAT SIE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. N/A Signat rope y O r Signature of Property Owner Jeffrey L. tro g,Member,Strong's West Mill,LLC SWORN TO BEFORE ME THIS��__DAY OF otary Public dh da AL ML'A'jh'adl, 91 LAURA THIMM Notary Public-State of New York N0. 01TH6088565 Qualified in Suffolk County My Commission Expires ` APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM Tlte'Town of Southold's Code of Ethicsprohibits'conflicts ofinterest on the part o town'offisdfs and employees.The nurnose of Ibis fiirrn is to'provicle ini'anination whichcat%alert the town oFpossible conflicts of iriterst,and allowit to'take whatever action is itegomto avoid same. YOUR NAME: Jeffrey L.Strong,Member,Strong's West Mill,LLC (Last name,first name,qiiddle initial,unless you are applying in;the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building _ Variance _ Trustee X Change of Zone _ Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.), Do you personally f&through•your company,spouse,siblin&,parent,oudild)have a relationship rwith'atry offiiccr.or etrtplbyee of the Town of Southold? "Relationshie includes by,blood;rparriege,or business'interest"Business'interest"mleans-a_business, including a partnershipjn which the town'offtcer or ct`nployee has even a pardal owne_rsltip of;(or employmeat hy)a corporation in which the town'ofhce'f&employee owns more than,594 ofthe shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold_ Title or position of that person Describe the relationship between yourself(the applicant(agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A);the owner ofgreater_than 5�oftheshares of the corporate stock of the applicant (when the applicahi is a=corporalioh), B)the legal or, neficial,owner'of any interest in,a.non-corporate entity(when the applicanffitis not a corporation); C),an ocercto ,direr,partner,or employee ofthe applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this-6 )'—d < 20 • Signature = _ _ Print Name_ -Je .Stron be - Form TS l tr7 g's West MW,,ELC APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The 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. YOURNAME: HPrrrrnnn, Rnl-wnrr F (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION. (Check all that apply) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest "Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES ' NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person_ Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this J23rof March 2021 SignaturePrint NameE. Herniann Form TS I L , Glenn Goldsmith,President 0�0 CCG , Town Hall Annex A.Nicholas Krupski,'Vice President ,�� y� 54375 Route 25 John M.Bredemeyer III o P.O.Box 1179 Michael J.Domino �Oy Southold,NY 11971 Greg Williams 'l' p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 30, 2021 En-Consultants 1319 North Sea Road Southampton, NY 11968 Re: Board of Trustees Application of Strong's West Mill, LLC 5780 West Mill Road, Mattituck SCTM# 1000-106-6-13.4 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, May 19, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. ery Truly Y urs, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 John M. Bredemeyer III co ? P.O. Box 1179 Michael J. DominSouthold,NY 11971 o Greg Williams o A' t'.�0( rTelephone(63 1)765-1892 a�' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, MAY 19, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, May 19, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 1°2:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 929 4246 7425 Password: 716691 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit- https://www southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications",- click on "Pending", all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith,President yQSUFFQ�'(`�OG Town Hall Annex A.Nicholas Krupski,Vice President ti� y� 54375 Route 25 John M. Bredemeyer III z P.O. Box 1179 Michael J.Domino � Southold,NY 11971 Greg Williams 4,1 p! Telephone(631)765-1892 ��l �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOtD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to. your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: STRONG'S WEST MILL, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to modify existing haul-out slip dimensions from 24' x 60' to 24' x 72' by welding 12 If extensions to two (2) existing steel travel lift rails over additional piling foundation; remove and replace existing 2' x 59' wood catwalk adjacent to easterly travel lift rail with 2' x 72' wood catwalk, and construct 2' x 25' extension to existing wood catwalk adjacent to westerly travel lift rail; remove and replace (in-place) approximately 216 If of timber bullhead with vinyl bulkhead, incidentally dredge up to 10 feet seaward off reconstructed bulkhead to max. depth of 4 MLW, and use approx. 38 cy spoil as backfill; remove 4' x+9' portion of existing 4' x 91' floating dock to accommodate prop. rail extension (4' x 82' portion of ex. float to remain), and remove and replace (in-kind/in-place) ex. +5' x 9' platform leading to float (ex. 2.5' x 20' aluminum ramp between platform and float to be temporarily removed and reset); and maintenance dredge interior of modified haul-out slip to max. depth of-5'MLW (with max. 6" overcut), using approx. 93 cy spoil as backfill behind reconstructed bulkhead. Located: 5780 West Mill Road, Mattituck. SCTM#,, 1000-106-6-13.4 TIME & DATE OF PUBLIC HEARING: Wednesday, May 19,, 2021 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Glenn Goldsmith,President �FFO(�- �yj�o C0 Town Hall Annex A.Nicholas Krupski,Vice President tSl 43 Gtr 54375 Route 25 John M.Bredemeyer III y x P.O.Box 1179 Michael J.Domino Southold,NY 11971 Greg Williams A p!-�J'r Telephone(631)765-1892 �1 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of STRONG'S WEST MILL, LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE I, Robert E. Herrmann , residing at/dba En-Consultants 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the 4thday of May , 2021 , I personally posted the property known as 5780 West Mill Road, Mattituck; SCTM #1000-106-6-13.4 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, May 19, 2021. Dated: (signature Sworn to before me this 18thcday of Mdy20 21 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK NotaryP is COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AI16UST 7 , 70ad At EN-CONSULTANTS May 18,2021 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 Re: Strong's West Mill, LLC 5780 West Mill Road, Mattituck SCTM#1000-106-6-13.4 -Dear Board of Trustees: In accordance with the memo regarding Chapter 55 Notice of Public Hearings, attached for your files are green signatures cards received in regard to the May 19,2021 hearing for the above referenced application XSincere Kim Stephe s Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631283.6136 www.enconsultants.com environmental consulting f • CO ®. ® �. fNrl Er ;ii! glung if Ln U1 = p Certified Mall Fee M P 7 p Certified Mall Fee Certified Mall Fee e� A �• � Certified Mall Fee $ yvP Extra Services&Fees(checkbox,add fee as approp a "v ru Extra Services&Fees(checkbox,add fee as appropriate) MIA�.y $ � EJ R Services&Fees(checkbox,add tee as appropriate) I ru Extra Services&Fees(check box,add fee as appropriate) �r`�r�®�/ t(S ❑Return Receipt(hardcopy) F' 1 ❑Return Recelpt(hardcopy) $ ❑Return Receipt(hardcopy) $ � POStma�k r u ❑Return Receipt(electronic) $ iiG, rl.l R � El Receipt(hardtop).) $ r rU ❑Return Receipt(electronic) $ \\\� O ) EF 6 ❑Return Receipt(electronic) $ Postma " r11 ❑Certified Mail Restricted Delivery $ Q Here ❑Certified Mad Restncted Delivery $ ��' O -y� Return Receipt(electronic) $ post �J -� ❑CertiRGd Mad Restricted Delivery $ (� !t'1 ZI C3 []Adult Signature Required $ t "t O Here n Certified Mail Restricted Delivery $ ('Q i O []Adult Signature Required $ - g1AY�y,ro� 551 i 0 x' []Adult Signature Required $ - 0 itfl 6 ( G9�9i, �npi22 []Adult Signature ResMcted Delivery & q■1 -� I ❑Adult Signature Required $ p� i ❑Adult Signature Restricted Delivery$ � J� `�9�����,4` � Postage [:]Adult Signature Restricted Delivery$ ) ����.�., ft;r � I � Postage []Adult Signature Restricted Delivery$ 1 E3 Postage CO $ /111000] C3 $she l O g t7 Total Pa d° G� ru CO Total Post Total P dq {� ft1 $ 7 968 �e ru ���g_�SQ s $ North Fork Project, LLC $ 6g..USQ ru Len Th &Jennifer McGunnigle`-"' a- Sent To c/o David Jannuzzi Es o- sena Donald LeograndeQ- est Mill Road '� q' _______ Joseph Leogrande,Jr. r-� Town of Southold ----------teeai13235 Main Road Streetsp k, NY 11952 �` [� 80 Windsor Avenue c3 PO Box 1179 city,State Mattituck NY 11952 �'rysi Mineola NY 11501Southold,NY 11971 "'''- " L r' a ED A B e"1 Ln r-qr{- Sj-` fjgq'�' e o e - n - o�jj o(( - e..',� e " }jf {j-� • e r -a - I �• w../ to L• U L .� 0 ��o �� tf �v fE A L, � � mss` � �- / ��• � � � da �, �._�� � I � F• � L: �, U- A O Certified Mall Fee i p Certified Mail Fee pp O Certified Mail Fee tt 0 Certified Mall Fee 'OA rU Extra SeNlces&Fees check box,add fee as a ro date ��g di rU Extra Services&Fees(check box,add fee as rc ria '9s N Extra Services&Fees check bar,add fee as f t Extra Services&Fees(checkbax add fee as appropriate ( PP P ) 9 6 ri�� aPP P t� l appropriate) rVAY vim'p R,1 ) ❑Return Receipt(hardcopy) $ ' � +�5, i ❑Return Receipt(hardcopy) $ ® ❑Return Receipt(hendcopy) $ � '(.r ! n f '— ® ❑Return Receipt(hardcoPY) $ ` ®/i' rU ❑Return Receipt(electronic) $ Postmark ❑Return Receipt(electronic) $ NAYPog(ro (-, rU ❑Return Receipt(electronic) $ Postmark rU 'V C.) �, 0 ❑Return Receipt(electronic) $ -t� O ❑Certified Mail Restricted Delivery $ yt Here Z I ❑Certfled Mall Restricted Delivery $ { O El Mail Restricted Delivery $ �r i -C I 0 ❑Certified Mail Restncted Delivery $ �� ere E]Adult Signature Required $ g ❑Adult Signature Required $ { f ❑Adult Signature Required $ L-,rs C3 � Adult Signature Restricted Delete $ � -� � []Adult SI nature Restricted Delivery$ E i 0 []Adult Signature Required $ Y ❑ Delivery ,'4 1, ..�, 9 ry ❑Adult Signature Restricted Delivery$ C ® ❑Adult Signature Restricted Delivery$ )` U E-3 Postage p Postage 1 p Postage 1 p Postage A CO IBJ Total Pe �T Bw r ru Total Poi �$-U rU Total Post rU Total Po; Q� `���" � I rr Sent To Re Strong p Sent To p' Sent To AWC Dockside LLC Q- $ ent Tc Russell &Denise Zellner Denmelexnic Farms LLC `3 805 North Drive I O streeta� PO Box 1409 o street id 1845 Central Drive o s'tree'tal 72 Louis Street --- E3 Street - r` _ Mattituck' NY 11952 __________ r` _. 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Service Type 13 Priority Mail Express@ p >+a ¢* Y < [3Adult Signature ❑Registered MallTM y E c 8 0 v O Q r o Mattituck,NY 11952 ❑Adult Signature Restricted Delivery ❑R Istered Mail Restricted} o '¢ o L Q p c LL e ifled Mail@ Delivery U 4. w ¢ o �d I co ❑Certified Mail Restricted Delivery ❑Return Receipt for i, ■ ■ ■ r l _ __— — (- --— ❑Collect on Delivery Merchandise -- _________—_ —� •- _• •,--- -- , , , , • , r, �at�n Delivery Restricted Delivery O Signature ConfirmationTM Wail : 13 Signature Confirmation 21 4=. 14 9�8 -Mail Restricted Deltvery Restricted Delivery ­00) PS { i PS Form 3811,July 2015 PSN 7530-02-000-9053 -- __ _ _DomesticRetur' ,fR_dgipt :� ADJACENT & OPPOSITE PROPERTY OWNERS FOR STRONG'S WEST MILL,LLC 5780 WEST MILL ROAD,MATTITUCK SCTM#1000-106-6-13.4 SCTM#1000-106-6-20.1 SCTM#1000-106-6-8 Thomas Jennifer McGunnigle Donald Leogrande 2010 West Mill Road Joseph Leogrande, Jr. Mattituck,NY 11952 80 Windsor Avenue Mineola,NY 11501 SCTM#1000-106-6-23 Russell&Denise Zellner SCTM#1000-106-6-13.1 805 North Drive #1000-106-9-4.9, 4.10, and 4.10 Mattituck,NY 11952 Denmelexnic Farms LLC 1845 Central Drive Mattituck,NY 11952 SCTM#1000-106-6-38.2&38.3 Joseph&Noreen Tusa PO Box 903 SCTM#.1000-106-6-13.7 Mattituck,NY 11952 Donna Boscola PO Box 587 Mattituck,NY 11952 SCTM#1000-106-6-4.1 North Fork Project LLC c/o David Jannuzzi, Esq. SCTM#1000-106-6-20.3 13235 Main Road SCTM#1000-114-24.2 (Mattituck Creek) Mattituck,NY 11952 Town of Southold PO Box 1179 Southold,NY 11971 SCTM#1000-106-6-5 Re Strong PO Box 1409 SCTM#1000-106-6-1 Mattituck,NY 11952 AWC Dockside LLC 72 Louis Street Staten Island,NY 10304 SCTM#1000-106-6-7 Leigh Salem Lauren Salem SCTM#1000-106-9-4.1 115 Henry Street,#3A Patrick Ryan Brooklyn,NY 11291 "PO Box 1164 Mattituck,NY 11952 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1 . All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 106 - 6 - 13.4 PROJECT NAME Strong's West Mill,LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Modify existing haul-out slip dimensions from 24'x 60'to 24'x 72'by welding 12 if extensions to two(2)existing steel travel lift rails over additional piling foundation;remove and replace existing 2'x 59'wood catwalk adjacent to easterly travel lift rail with 2'x 72' wood catwalk,and construct 2'x 25'extension to existing wood catwalk adjacent to westerly travel lift rail;remove and replace (in-place)approximately 216 if of timber bulkhead with vinyl bulkhead,incidentally dredge up to 10 feet seaward off reconstructed bulkhead to max. depth of-4'MLW,and use approx.38 cy spoil as backfill;remove 4'x+9'portion of existing 4'x 91'floating dock to accommodate prop.rail extension(4'x 82'portion of ex.float to remain),and remove and replace(in-kind/in-place)ex.+5'x 9' platform leading to float(ex. 2.5'x 20'aluminum ramp between platform and float to be temporarily removed and reset);and maintenance dredge interior of modified haul-out slip to max.depth of-5'MLW(with max. 6" overcut),using approx. 93 cy spoil as backfill behind reconstructed bulkhead,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C., last dated March 22,2021. Location of action: 5780 West Mill Road,Mattituck Site acreage: 16.76 acres Present land use: Commercial marina and shipyard Present zoning classification: M-II 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: Strong's West Mill,LLC (b) Mailing address: P.O.Box 1409 Mattituck,NY 11952 (c) Telephone number: Area Code 631-298-4739 (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? NYSDEC.NYSDOS,USAGE C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use,of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. [—]Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 1:1No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposed project includes the removal and replacement of the lone remaining section of timber bulkhead that stabilizes and separates the upland portion of the marina from Mattituck Creek and provide the marina's historically maintained method of protection against erosion and flooding. There is no viable non-structural alternative means of maintaining and protecting the upland portion of the property in its current location. Without replacement and maintenance of the bulkhead,the subject property would be exposed to severe erosion,flooding,and potential damage to the structures located thereon. Thus,consistent with Policy 4,the project will continue to effectively protect against the potential loss of the adjacent upland and commercial structures. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable To the extent it is applicable,the Policy 5 goal of protecting and improving water quality will be furthered through the removal and replacement of treated timber bulkheadmg with untreated vinyl sheet piling bulkhead; and the temporary potential impacts associated with the incidental dredging adjacent to the bulkhead and maintenance dredging of the haul out slip,such as ephemeral turbidity,will be mitigated through employment of a silt curtain during construction. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable The project is consistent with Pol , .i to the extent that the existing treated timber.,, —ieading will be replaced with untreated vinyl sheet piling bulkhead. And to mitigate the temporary potential impacts of the associated incidental dredging adjacent to the bulkhead and maintenance dredging of the slip,such as ephemeral turbidity,a silt curtain will be employed during construction;and a minimum distance of approximately 20 feet will be maintained between the incidental dredging and the nearest vegetated intertidal marsh to the southwest. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southo, water-dependent uses and promo.., "iting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The proposed project,which designed to improve the utility and efficiency of an existing boat haul-out slip within a commerical marina facility by increasing the overall length of the slip and maintenance dredging it,is consistent with the general Policy 10 goal of protecting Southold's water-dependent uses and with the more specific Policy Standards 10.1(a),i.e.,protecting and enhancing an existing water-dependent use,and 10.2 due to the manna's location on Mattituck Creek. As noted to the policy language,Mattituck Inlet and Creek,identified by the State as a regional maritime center,is one of the primary focus areas of maritime activity in the Town of Southold,and the intent of the policy is to promote and enhance the economic viability of existing water-dependent commercial uses at this location. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATEMarch 22,2021 Robert E. H&ZTann Amended on 811105 ti EN-CONSULTANTS March 23,2021 Town of Southold r� M Board of Trustees 54375 Main Road ' Post Office Box 1179 Southold,New York 11971 LIAR 26 2021 Re: Strong's West Mill, LLC -----� 5780 West Mill Road, Mattituck Board of Town E3oarcl of Trustees SCTM#1000-106-6-13.4 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 2. Operating Agreement for Strong's West Mill,LLC. 3. Two(2) Sets of Photographs. 4. Four(4) surveys prepared by Young&Young, last dated March 12, 2021. 5. Four(4) copies of Engineer Plans Page SP1 —SPS,prepared by Jeffrey T.Butler P.E.,P.C., dated March 22,2021. 6. Application fee of$250.00. I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Since el , Robert E. errmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting