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Home My WebLink AboutTR-8047 r � X\Qf SO(/r Michael J.Domino,President � y�lO Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders CA Southold, New York 11971 Glenn Goldsmith ® �Q Telephone(631) 765-1892 A. Nicholas Krupski liy COU{�� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF I UTHOLD DATE OF INSPECTION: V Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction / '/2 constructed V Project complete, compliance inspection. INSPECTED BY: COMMENTS: CERTIFICATE OF COMPLIANCE: Michael J. Domino,President O��Qf S0(/lyO Town Hall Annex John M.Bredemeyer III,Vice-President lQ 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold, New York 11971 Glenn Goldsmith ® pQ Telephone(631) 765-1892 A.Nicholas Krupski �COU O Fax(631) 765-6641 � �IT`1,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1421C Date: November 17, 2017 THIS CERTIFIES that the existing collapsed steel bulkhead behind concrete seawall and existing damaged concrete seawall to remain; remove the collapsed bluff stairs and steel sheet piling retaining wall from face of bluff, the originally proposed bulkhead with 10' and 20' returns, proposed 47' vinyl retaining wall with 9' and 10' returns, and proposed timber terracing walls on face of bluff were not constructed; for the as-built stabilizing of the concrete bulkhead by placing approximately 1,000 tons of large stones in between the steel bulkhead and concrete bulkhead and top off with 4-6+ stones; as-built gabion return wall along the westerly adjoining property line; cut collapsed steel bulkhead down below finish grade; as-built six tiered retaining wall system, completely integrated, to stabilize slope and protect westerly property line; redesigned bluff stairs to attach to retaining walls; bluff stairs were constructed 4' wide and 45.2' Long in lieu of 50' with a 23sq.ft. top landing and a 24.5sq.ft. bottom landing; replaced collapsed brick patio with as-built 176sq.ft. natural irregular shaped bluestone patio between dwelling and top retaining wall; as-built 73sq.ft. lower tier bluestone patio; as-built wire fencing along top retaining wall; added fill to terraced areas; a f450sq.ft. sandy beach area landward of stone bulkhead; re-vegetated void areas with American beach grass and rosa rugosa; with the condition to install and perpetually maintain a 10' wide non-turf buffer seaward of the Coastal Erosion Hazard boundary; and as depicted on the site plan prepared by Michael Kimack, dated August 6, 2016 and August 7, 2017, received on August 10, 2016, and stamped approved on October 18, 2017. At 20275 Soundview Avenue, Southold Suffolk County Tax Map#1000-51-4-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 25, 2013 pursuant to which Trustees Wetland Permit#8047 Dated February 20. 2013 and Trustees Coastal Erosion Management Permit#8047C dated Page 1 of 2 Soundfront Holdings, LLC; SCTM# 1000-51-4-8 February 20. 2013 were issued and Amended on October 18, 2017, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing collapsed steel bulkhead behind concrete seawall and existing damaged concrete seawall to remain; remove the collapsed bluff stairs and steel sheet piling retaining wall from face of bluff; the originally proposed bulkhead with 10' and 20' returns, proposed 47' vinyl retaining wall with 9' and 10' returns, and proposed timber terracing walls on face of bluff were not constructed; for the as-built stabilizing of the concrete bulkhead by placing qpproximately 1,000 tons of large stones in between the steel bulkhead and concrete bulkhead and top off with 4-6+ stones; as-built gabion return wall along the westerly adjoining property line; cut collapsed steel bulkhead down below finish grade; as-built six tiered retaining wall system, completergrated, to stabilize slope and protect westerly propertyline; ine; redesigned bluff stairs to attach to retaining walls; bluff stairs were constructed 4' wide and 45.2' long in lieu of 50' with a 23sq.ft. top landing and a 24.5sq.ft. bottom landing; replaced collapsed brick patio with as-built 176sq.ft. natural irregular shaped bluestone patio between dwelling and top retaining wall; as-built 73sq.ft. lower tier bluestone patio; as-built wire fencing along top retaining wall; added fill to terraced areas; a±450sq.ft. sandy beach area landward of stone bulkhead; re-vegetated void areas with American beach grass and rosa rugosa; with the condition_ to install and perpetually maintain a 10' wide non-turf buffer seaward of the Coastal Erosion Hazard boundary; and as depicted on the site plan prepared by Michael Kimack, dated August 6, 2016 and August 7, 2017, received on August 10, 2016, and stamped approved on October 18, 2017. The certificate is issued to SOUNDFRONT HOLDINGS, LLC owner of the aforesaid property. —JR�Jlvennu AuthorizecY Signature h• Soundfront Holdings, LLC; SCTM# 1000-51-4-8 Page 2 of 2 LONG ISLAND SOUND SURVEY OF PROPERTY SI T UA TE BULSOUTHOLD CONC. ��•`c� 15 !! APPARENT HIGH WATER MARK TOWN O F S O U T H O L D KHEAp 8 ALONG BASE OF WALL ON 03/,8/2011 T.B1,52 °0LL' SN S _ CONC -1 °°"°• G• s 6.6 4! SUFFOLK COUNTY NEW YORK wooD BULKHEAD-� MA� Ire-- -- WaLL _ Iwq BULK `;I ��-_ L WALL I 2.9 X. _TB.WXU43�° � 'rTT--==-�-1X _ ____ S.C. TAX No. 1000-51 -04-08 BULKHEAD 8, -�A�111SD STEEL c TB`LtZ'' !f f 4s.s SCALE 1 =20 20— _- �s�IcoNLc pno 00 - -- - - - - - - — � —��_ JULY 22— _ __ - - _ ��- - —_ LY 6, 2005 —L om —20 wgaALLE DECEMBER 5, 2008 UPDATE & ADDED TOPOGRAPHICAL SURVEY `_ 24— _ — —STAIRWAY COLLAPSING�' j 1 —22 �p JANUARY 26, 2011 UPDATE SURVEY N2s —24 t0 —26 30— — — — -= — � L—JT —28 N AREA = 15,406 s ft. COLLAPSING WOOD -- �^-r ?;•:;::._:;::.: '_::::'':::: .': ::mm:: .':i:? :::.:.. —30 Q' 32 — - - — - -� -... (TO TIE LINE) 0.354 ac. :.. .......::COLLAPSED STEEL BULKHEAD.......:::::::::.::..:.::•:.: —32 34 :•:: —34 •::.. DECK 2.2'W. 38— --- —36 - — I �_..... ••.::•_:•. — — _ _ - - - 38 CERTIFIED TO: woOD4— 4 o DECK SOUND FRONT HOLDINGS LLC. 44.8 'TOP OF SLOPE — I K —44.5 OP OF.SLOPE DECK 44.6 ALL 1.4'W. 2.2'E. COASTAL EROSION HAZARD LINE AS SCALED FROM `' �'• COASTAL EROSION HAZARD MAP PHOTO No. 55-578-83 SHEET 10 OF 49 A_4.2 CHIMNEY 70 17.7' 3 CONC. FOUND CONC. X�2 12.8 -13.8' 12.6' MON. 0.8'E. NOTES: • . W 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 1 STORY FRAME EXISTING ELEVATIONS ARE SHOWN THUS:mn HOUSE Q) ,o.s' EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —35— — — — o X �Q) 3 El 44.7X11.6 ti m F.FL - FIRST FLOOR p w / 4.0 x G.FL - GARAGE FLOOR 0., T.8. - TOP OF BULKHEAD wtjj ' c B.B. - BOTTOM OF BULKHEADzo �' " a B.W. - BOTTOM OFLWALL L, �''� 43.5x X F 4 �ROOF OVER x— 3 o JAN 2 5 �013 O _,�t—MELL I BRICK BRICK STOOP of •� STEPS GARAGE _ BRICK 1.0'W. WALL • • 1.9'E. FENCE • • X4:• 18.4 • �z N • -- FRA MF V � � °'• `O GARAGE m ' I • PLASTIC • ~- r` GARAGE SHED 42.3 / : ••' I •e .. • ci W Ldv R� / .• / 1 315 ROOF OVER w e I CONC. pgT10 / 0 r�i • I a I I o N FENCE w• I / / p \ 0.y 0 / / X • x / I / cd 4 �q� oa'v �a 0.W •�. • � : �. � �I 40 wox /75 X34.9 POU w Y Ni Poq� �NF �a p N• °' •: I / / / PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED NT CF BY THE L.IA.L.S. AND APPROVED AND ADOPTED MON O '•e �; C / I / N FOR SUCH USE BY THE NEW YORK STATE LAND S 82'16.30•• E 100,00• 43 TITLE ASSOCIATION. Z .I / / / ►� or 184.16' N .� 8 53!00!! s N . • W P4 is + O x f FOUND r a T . GAS —/ � CONC. MON. : : •. VALVE �'ERHEg6 WIRES c - �''�:`�... . "`F ., N.Y.S. Lic. No. 50467 "uunnx - • . " / / NYT2 POLE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF .' ,• a ,• I SECTION 7209 OF THE NEW YORK STATE • ; i J EDUCATION LAW. Nathan Taft Corwin III 1 e COPIES OF THIS SURVEY MAP NOT BEARING • ' �•• a' a' • p THE LAND SURVEYOR'S INKED SEAL OR SI Land Surveyor 6 X e •• A. •e� • .• `• 4 E OF PAVEMENT � p • ,• EMBOSSED SEAL SHALL NOT BE CONSIDERED 4,21 41 :• l •• a'• •' ".• TO BE A VALID TRUE COPY. X1";111 • A ;• e 4r • d ••.n CERTIFICATIONS INDICATED HEREON SHALL RUN SOU A, ONLY TO THE PERSON FOR WHOM THE SURVEY TA �d Q¢ ;e a' IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. O V \v' �3 x-9' TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. f T LENDING INSTITUTION LISTED HEREON, AND I q TO THE ASSIGNEES OF THE LENDING INSTI- Ttle Surveys — Subdivisions — Site Plans — Construction Layout VV LLQ\ �T TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1 V TJ PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 A All tbl'-FRONT FAGS Z,ONLAND [ft' INCLUDES IS -rI N PROPOSED 51TE PLAN FOR: lU lo'RETURN AND(U q RETURNS S Oj TETT C�ENR�4L DEMOL I O NOTES " "1 SOUND APPARENT HIGH NATER. �_ - s MARK ALM BASE OF WALL I.START OF DEMOLITION SHALL ONLY BEGIN AFTER THE DEMOLITION CONTRACTOR HAS SITUATE AT: ,.' 7 O -t -'' D FX COLLAPSING GONG• 5 ON 03/18/2011 BEEN 5HOWN THE PROPER REPORTS 5TATING THAT ALL HAZARDOUS MATERIALS SOUTHOLD,NY :, FOR W012K � $OT TOM OF BLUFF:`'' ' ° > a 5EAWALL AND WALL5 O r HAVE BEEN REMOVED FROM THE 51TE USING FEDERAL,STATE,AND LOCALLY TOWN OF SOUTHOLD `' ` '^Jef PO'" stir«" �u S 82 y;ti., D VINYL SHEET f PILING, t,: S 1 rr APPROVED METHODS AND PROCEDURES FOR THE MATERIAL IN QUESTION. AGGER®.,TOWN BEACH ON MAIN.ROAD ``:., a GAPPING,SHOREGUARD I fro BE Rl7 OVER) 51 _ - E REMAINS OF STEL SEAWALL SUFFOLK COUNTY NEW YORK `,''..,<-. o r FX GONG,WING WALL 2,ALL STRUCTURES,BOTH ABOVE AND BELOW GRADE ARE SHOWN A5 A GUIDE FOR , SFIORE6l1ARD 625 6 , sl«er yak. 115 STR 6 PART No.AW-0 6 F STRUCTURES MAT - 4DEMOLITION.LOCATION UB R A UG URE AR ETI TO TO BE REMOVED OF 5 SU GE 5 5 E ESTIMATED BE - -r.i s - 4- ..., (TO BE REMOVED-TYP OF 31SGTM NO. f000 51 O 08 ,FDR,WORK TOP OF BLUFF a WALE SPLICE(TYP) a. AB.152 LOCATED A5 SHOM.THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE V ,• .• ••r LVINrL ACCURACY OF THE LOCATION OF THE SUBSURFACE 5TRUGTURE5 5HOWN OR TH05E ZONING DISTRICT: N/A f ACG, 55't7N WEST fpE.f1F pWE1t1 INCA Green ,w.,t ' + b'-O O.G, (2)6"x8'WALES NEIGHBORING _ l ANO RETURN STRUCTURES NOT SHOWN. USE: RESIDENTIAL TIEROD(TVP) / � _- EI.,t3_0 _ DAMAGED Y�OD X 12B • •• xW.•,•• . • 3.THE DEMOLITION SHALL BE PERFORMED BY THE GONTRAGTOR(5)AT THEIR OWN R15K FEMA FLOOD ZONE: N/A SITh LOGATIQI�. - - - -- - OQ � fL• 1.`.: 4 AND LIABILITY.ALL DAMAGE TO THE RIGHT OF WAYS,SIDEWALKS,CURBING BOTH i, , Anh..oneGue - SEAWALL l6 :s; TB T� X10 ON 51TE OR ADJACENT TO THE DEMOLITION AREA WILL BE REPAIRED OR t EL, 12.0' Mt. stttt ri I`' o I 11L � r +� �Horton Ioln r-4 1b ••�••. •r •• i.B REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE. SITE DATA: EXISTING: PROPOSED: ,; �• I f ti r ',�skeu.r:.r.na►ter hte 4.TO THE BEST OF THE ENGINEERS KNOWLEDGE,NO ENVIRONMENTAL HAZARD(S),THAT AREA OF 51TE: 15,406 S.F. N.G. ,, 0 0 0 0 0 - M INS OF STEEL '+• 58 16 Y O N b SEAWALL TO �Q -z`• COULD BE AGGRAVATED BY THE DEMOLITION PROCEDURE,EXISTS ON THI5 SITE. (0354 AL) ' n u'I!'P°^ conkunaPm� .1 N , �) I 141111111 11M � 22 REMOVED 5.THE CONTRACTOR 15 ADVISED TO U5E CAUTION , T e°dd"Ponf s; s t,- I- r o 0 0 0 0 . . 20 WHEN EXCAVATING AND REMOVING J.nnln s Point "�� 28 J 24 22 THE REMAINS OF GOA'.iTAL GONSTRUGTION STRUCTURES SUBSURFACE STRUCTURES,PIPING,ETC.,DUE BLDG AREA: G�eatPond tleisedon e,,.,ef a 26 -w 24 SHALL BE REMOVED'FROM THE AREA OF WORK,SEE TO THE LIMITED AVAILABILITY OF EXI5TING DWELLING 1,584 5.F. N.G. ,, SCOPE OF WORK FOR SEQUENCE OF EVENTS.THIS INFORMATION CONCERNING 5UB5URFAGE I 11 . so«thord Q C-,,..Ai-.E ® EL. 4,5' 26 6 w ' INCLUDES BUT 15 NOT LIMITED TO CONCRETE BULKHEAD UTIUTTEs. EXISTING PORCH 338 S.F. N.G. H« aroPolnt ' TL BLD65: 1,584 5.F. N.G. watme°seed ��: ,,�,.,, 26 AND WING WALLS,STEEL RETAINING WALL AND SEAWALL, 1. s J - b.ADEQUATE FENCING 15 To BE ERECTED AROUND 30 . . ... :': `: ...`.`.:. 30 WOOD STAIRCASE AND 1T5 SUPPORT5. ALL MATERIAL THE PROPERTY LINE,BY THE CONTRACTOR }t l NEIGHBORIN6 32 : :' REMAINS OF COLLAPSED SHALL$E HAULED TO AN APPROVED UPLAND SITE WITH PRIOR TO THE START OF DEMOLITION.THE LOT COVERAGE CALL ,, . surer er.rh o ir GOLLAP51N6 WOOD STEEL RETAINING WALL TO BE 32 CONTRACTOR 15 TO MAINTAIN THE FENCE _ P°took a ate scorn N THE EXCEPTION OF APPROXIMATELY f8b LF OF STEEL TOTAL BLDG AREA /AREA OF SITE - LOT COVERAGE f1ARY RETAINII�7 WALI_t :::•,:.,:;•:::•:::?•::•::•:::::••:::: DURING INE DEMOLITION AND THE FENCE IS ;:;i ,Goose Neck _ ,=1 RETAIHUNG WALL I :.::..:::::.::(SEE,DEBRIS.BOXED NOTE FOR NSTRUGTION):; 34 PILE FROM THE EXISTING COLLAPSED RETAINING WALL. EXISTING SHIEST PILE FROM �3S•-""` ::••: TO REMAIN IN PLACE UNTIL ALL EXCAVATIONS I�g4 SQ.FT. / 15,406 SQ.FT. = 10.35Srs �_ : .. $, v; > SEE 4'ROP05ED 517E PLAN,THIS DWS,FOR RE-INSTALL .o EXISTING NEIGHBORING / 36 HAVE BEEN FILLED WITH SUITABLE BACKFILL LOT COVERAGE = 10.35% +�,;,tl Polnr � COLLAPSED RETAINING WALL SHALL 1 JQQD DECK j ALONG THE COASTAL EROSION HAZARD BC>1fi17ARY LINE �.°hln W.ten Groat Ho Neck :,: OR THE PROPOSED SUBSURFACE Y: ,' ,tij' " 6 F3E IN51'ALLED ALONG COASTAL -. ;: _ .. _ .y FOR USE AS A 5EC;CM'DARY RETAINING WALL 5TR V_TURE(S) HAVE BEEN INSTALLED AS �� ss CwareesehPoln `' „y, } , 'n N ' .. .. . . . . . .. . ER050 HAZARD LINE AND ALONG - 51IoWN ON THE PROPOSED SITE PLAN a ..,._.. . .. _. -, .. ... --- _ REPUTED LOCATION OF �- ......... ... ....:..'.'.::�.. 42 :•.. .: ., � EA'3T AND WEST PROPERTY LINES® (3 44 _ °� COLLAPSED STEEL REE. �" PROPO:IED RETAINING WALL RETURN WALL AND RETURN I -- 2 a, �rr� 1.GATES ARE TO BE INSTALLED AT ALL ENTR/NXE5 TO THE SITE.THESE GATES WILL LOGATI ON MAP: LOCAT,ONS. THIS SECONDARY - - I EXISTIN5 TOP OF r�•� BE SECURELY GLO5E0 AT THE END OF THE DAY WHEN THE DEMOLITION RETAINING WALL WILL HOLD NEARBY 1 TO BE RBVRKED OPERATIONS ARE CEASED AND THE WORKERS HAVE LEFT THE SITE. NOT TO SCALE SOIL IN PLACE DURING EXCAVATION CHIMNEY 11.1' 30'd � 6.EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE GONTTRACTOR(5),IN 49.9 o GONG. TREE a COASTAL EROSION ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL CODES AND REGULATIONS FOR!N`iTALLATION OF THE PROP05ED q5 Z '- i . _ 4B� Fly GONG. BARD LI1•lE A5 SCALED RETAIN NG WALL ANCHORING SYSTEM. X i 12 ' ► 'o�E FROM COASTAL EPD510N N HINERY ACCESS FOR RETAINING WALL IS PROPOSED FROM THE RESIDENCES WEST SIDE STORY FRAME HOUSE HAZARD MAP PHOTO No. e�l r'(TO REMAIN) 55-518.83 SHEET 10 OF 4q USE AN ESTIMATED 1130 GU.YD5 OF GLEAN USE AN ESTIMATED 115 GU.YD5. OF GLEANC DWEI.LIN•. MACHINERY AGGESS FOR SEAWALL AND BEACH ACCESS 5TAIR 15 10'0 x 20'LG FFL 4 4 o SANDY FILL (OBTAINED FROM AN SANDY FILL (OBTAINED FROM AN APPROVED PR24P05ED F"!CIM THE TOWN BEACH ON MAIN ROAD APPROX. 0.50 MILES EAST OF 51TE. GGA PILES RO O.G. - X Ej IO5 APPROVED UPLAND SITE) FOR THE PURP05E UPLAND SITE) FOR THE PURPOSE ATTAINING (QTY: APPROX.Il) OF RESTORING THE BLUFFS SURFACE A PROP05ED GRADE 10 T DEMOLITION 51TE PLAN ELEVATION TO IT'S ORIGINAL GRADE. EL. 44.8' LANDWARD OF PROP05ED PROPOS®Vb5'LON65TE;i.SEAWALL, LUNG IS RETAINING WALL PLUS(U 20'RETURN AND(i•ORM LAND VIEW 'C' � ' ��T (SEE DWG No3 FCR GOR5' =ON PIANS AIV ELEVATIONS) SOUND v1 V D PROPOSED VINYL BETA I N I NC WALL ELEVATION DETr'IL 20 10 0 20 40 60 8o SGOPE OF WORK: APPARBIT HIGH HATER MAW PROP.20'RETURN 60 6TR l,V ON 0Y012011 (LOCATED AT T.O. BLUFF) C�RAPH16 56ALE I" = 20'-0" I. NO DEBRIS SHALL BE PERMITTED TO FALL 5EAWARD OF AREA OF WORK OR TO STEEL PILE(SEE DWG No.3i- S 82051 /51 it � PROI1OSW+65'5Tffi.SEAWALL ERECT CONSTRUCTION FENCE ALONG EFFECTED PROPERTY66.64iE 5GALE:• 3/16" = I'-0" ADJACENT PROPERTIES,NE. r(> B TO BE GON57RUGTm IN I'I.PtCE 2. DEBRIS ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE REMOVAL OF EXISTING06A- 50 2 OF(TIM ±12'RM DA THAW I"O x 12'LG CONCRETE BULKHEAD AND WING WALLS LOCATED AT BOTTOM OF BLUFF 1 EXISTING STORM DAMA6fD .�,_..,_,, CONCRETE 5EAKAl.1 TO BE GALVANIZED TIE RODS FOR RETURNS & '7ARY RETAMINQ2 H Lt a. REMOVE COLLAPSED STAIRWAY AND REMAINS OF SHEET PILE FROM COLLAPSED NEIGHBORING -- F { . ��'" -�--��, -11 T_ 1 ,gyp. '/_ ', DAMAGED WOOD . - V - - _ EXISTINI.i SHEET PILE FROM COLLAPSED BULKHFJID FROM BLUFF FADE RESERVE APPROX. tbb LIN.FT.FOR USE® TOP OF �c +, ,F SEAWALL � . - �.-. .. �`„ `- 0 f.-IrWALL SHALL BE INSTALLED . . . _ , ALONG COA5TAL ER05ION HAZARD LINE BLUFF) HAUL BALANCE AWAY TO APPROVED UPLAND SITE. r-4 - �-^. . --.. .. .. . „ "- T.B.14.7 I"O x 10'LG d•, AND ALONG EAST AND WEST PROPERTY 8u 3.SEE FILL AND COMPACTION NOTES PRIOR TO ANY 517E WORK. M - . . b ^ 0� (� I, LINES a PROPG>SED RETAINING WALL �' p 4. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. �. - - . . '„ ` 1 GALVANIZED TIER D5 = 0 I 5. INSTALL EXISTING SHEET PILE FROM COLLAPSED BULKHEAD(TO BE IN5TALLED ALONG TERRACE AND N -" - � � PROP - RETURN P.-O R II' (FOR PAGING ) � RETURN LOGATION5. TH15 5ECONDARY u_ 5E � RP-VE6ETATE AS INDICATED '22 ' .• - •-• . • ` ''_ 15 .� RETAINI''k5 WALL WILL HOLD NEARBY 501L � O 4 Q 6 COASTAL E R09ION HAZARD LINE) APPROX. tq.0 HIGH x t11 LIN. FT.PLUS tl0 LIN FT - - �' '� 51E�PILE V - -- Q p (SEE SEtT.'A',THI5 DWG) - m (SEE DWG No3) r - -- -_ --_ _-- - - IN PLACE DURING EXCAVATION FOR �� I p u� � FOR EAST RETURN AND fq' FOR EAST RETURN)AS SHOWN ON PLAN5. . - - o _ - 22 W4 N I PROP.RETURNS - !NSTALLATION OF THE PROPOSED -' �� - =_ b f _ b.REMOVE PART OF EXISTING CONCRETE BULKHEAD AND WING WALL5 WHILE PROP.BEAGFI ACCESS STAIRS r- q'LG(EAST RETURN) I -I� RETAINING,WALL ANCHORING SYSTEM. � � a 0 � -1 PROPOSED t47 LIN.FT. - I . •,�9 - ^ 1L 10' a !WEST RETURW 1 i "! - 10"00 GGA - w : ► SIMULTANEOUSLY INSTALLING PROPOSED STEEL SHEET PILING AND TIMBER PILES AND VDM RETAINING WALL W - - - - W - 26 TTO FOR F-�-1 (/ m 1 ANCHORING HARDWARE COMPLETE THAT PORTION BY FILLING AREA LANDWARD OF SEE SEGTION'A',145 OW - * - - 26 SEE DW � Q J I, GAT LOG W I � Q I t� INSTALLED WALL,FILL W 12"LIFTS,APPLY WATER AND TAMP. PROCEED WITH NEXT _\, - -` • W - - 30 06TR DTL AND H.EVATION I' 10 Ox10'L6 H v I LIFT UNTIL PROPOSED ELEVATION 15 ACHIEVED. (SEE COMPACTION NOTES). NEIGHBORING 3;` -. - PROPOSED TOP OF SLOPE l �, GAPPING I DEADMAN I `� I I O NOTE: DO NOT REMOVE THE ENTIRE EXISTING CONCRETE STRUCTURE LEAVING THE GOLLAP51%WOOD = - Pii0P05ED PROP 441 ESTATE 3z (T7 I,1 I' _ •VIN`YL 5HEET PILING, � RETAINING WALL I REPLACEMENT OF r -STYLE FI3r.16ATE, ' 0 Fl.36.3' Q LU i .5!-IORE:�,ARD 625 f8.0 MIN EXCAVATION BLUFF FADE EXPOSED TO HAVE ACTION. REMOVE ONLY THAT WHICH CAN BE "rs -. . - • 34 � W W _" ^'r I REPLACE WITHIN THE SAME WORKING DAY. ,,, �*' BRICK PATIO - F - PROP jq'RETAINING WALL � X Z -_ _----_ = REQb FOR z EXISTING NEIGHBORING - li; _ W - "1. HAUL EXISTING CONCRETE BULKHEAD AND WING WALLS TO AN APPROVED UPLAND SITE. WOOD DECK- -% ", - RETI1FUt(S�BOX®HOTS C) 11 5EE 6,0WACTION NOTES RETAINING WALL ANCHORING t 6.FINISH ALL WORK ON PROPOSED SEAWALL BEFORE RETURNING TO WORK AT TOP OF i ''a 3& � SE��' I I PROP.RETAINING WALL GAP, _ 40 WHALE SPICE SEE DWG,Not) I 5HOR6GUARD AW-1015 STR � BLUFF REFUTED LOCATION OF o e -) 3 -'- m " RETAINING WAW O � 6-0 OL. � C PROP.GLEAN SANDY q.EXCAVATE AREA INDICATED ON PLAN FOR RETAINING WALL INSTALLATION(APPROX 110 CALLAPSED STEEL RET. o C - ,i_r -� _ _ � 2- _ O = TIEROO(TYP) 10'0 x 20'L6 CGA PILES --t I2' FILL REOV TO ATTAIN WALL AND RETURN B 6'OL.,(QTY-APPROX 11) U) I l PROP.GRADE 133 GU.YDS), RESERVE EARTH FOR FUTURE USE. -� i '-= LN www.dignetnycli.com BEACH A�GGE55 5TAIR5 C of NFW YOLK CI1Y or 56OPE OF HORK: 40 &SONG I ,RINn www•call811.com (for other states) R 511 I I. CONSTRUCT A SET OF STAIRS WITH (U 4'x6'(500-2-12-44501 'x6' Q 800-272-4480 I BI WALKWAY, 4'Wx±IO' LG STAIR, (1) 4'x6' LANDING w ° BENCH, 4'Wx±lO' LG STAIR, (I) 4'x6' LANDING, 4'Wxtll' LG STAIR, (1) 4'x6LANDING W/ BENCH, By law,excavators and contractors working in the Fo1r safety reasons,homeowners are strongly (1) 5'x6' LANDING AND (1) 4'x±12' LG STAIR TO BEACH. five boroughs of New York City and Nassau and encouraged to call as well when planning any f 41 A. MATERIALS TO BE USED (STAIR): Suffolk Counties on Long Island must contact type of digging on their property. Homeowners WOOD STAIR TO BEACH4' WIDE STAIR W/RAILING TO CODE 1. 2x12 5TRINGER5 DlgNet, 1.800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by 2. 2X10 TREADS but no more than 10 working days(excluding calling 811,the national call before you dig (1) 2x4 CLEATS weekends and legal holidays)prior to beginning ntumber.For excavation work completed on (I) 4kb' PLATFORM 4. any mechanized digging or excavation work to personal property,it Is the contractor's 5OP 5. R W/BENCH . 2x6 4x6 TOP RAIL ensure underground lines are marked. resp onsibility-NOT the homeowners-to contact40' Excavators and contractors can also submit pigNet Having utility lines marked prior to PROPOSED 6. 2X4 MID RAIL � locate requests online,through ITIC.If you do not digging is free of charge. BENCH B. MATERIALS TO BE USED (PLATFORMS): I. 2x6 FLOOR JOISTS currently use ITIC,please call 1-800-524-7603 2. 2x6 DEGKIN6 for more information. I I I 1 251 X . ALL HARDWARE TO BE GALVANIZED. LNDG ' I 4 1 ° 4. SEE FILL, RE VEGETATIGOAON AND TERRACING 3. ALL LUMBER TO BE > o � �n I I of 5EG2UENGE OF EVENTS NOTES (THIS DWG))I I I Q o � 5 N I I s o ' 4.0o - I TREADS AND PLATFORM SURFACES TO BE BUILT WITH (4) 10" DIA. ACO PILES PROPOSED +I I' b 0' tl0' 4.01 ±1O' 6' UNTREATED WOOr? OR WITH (2) 2"X10" AGO GIRDERS AND COMPOSITE MATERIAL 2"Xb" AGO JOISTS ® Ib"O.G. FINISH BENCH DECKING PER OWNER TO BE PLACED ±50' IMMEDIATELY 5EAWARD OF TOE OF € BLUFF BEAGH AGGE55 5TA I R PLAN &ALV. HURRICANE ua CLIPS TVP. AT ALLY Q SGALE: N.T.5. CONNECTIONS NYS BU I LD I NC GORE BEACH &RAS5 ` �� O PLANTINGS SECTION RR314 (TYPICAL) STAIRWAYS LJ LL SECTION RR314.5SEGTION RR314.2 TREADS AND RISERS. THE SECTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED C Q LU O HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR QLu MAXIMUM RISER HEIGHT SHALL BE 8-1/4 INCHES (206 MM) PROVIDE EQUIVALENT GRA5PABILITY, �' < Q 1 < ---- 2"X12" 2"X12" GGA AND THE MINIMUM TREAD DEPTH SHALL BE 11 INCHES (2211 I Q C) � I Q STRINGERS MM). THE R15ER HEIGHT SHALL BE MEASURED VERTICALLY TYPE I. HANDRAILS WITH A CIRCULAR GROSS SEGTIO14 Q 5 C, O d N ® I6" O.G. BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 2x6 JOISTS,/4 x b DECKING TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN IN6HE5 (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). ILI I (SEE 6ENERAL NOTES,NOA AND 10) THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF IF THE HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A � v PROPOSED 4' HIGH �s m ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) F LEADING EDGE. THE WALKING SURFACE OF TREADS AND AND NOT 6REATER THAN b-I/4 INGHE5 (160 MM) WITH A z (� ,ESTATE STYLE FENGE w w LANDING-5 OF A STAIRWAY SHALL BE SLOPED NO STEEPER MAXIMUM GROSS SECTION DIMENSION OF 2-1/4 INCHES (5l -i AND GATE THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL LU r I I -Z• 2"Xb" GGA ®I6" O.G. (2-PERGENT SLOPE). THE GREATEST RISER HEIGHT WITHIN MM)' X I + ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-I/4 2- 2"XIO" BY MORE THAN 3/8 INCH (q,5 MM). THE GREATEST TREAD INCHES (1612 MM) SHALL PROVIDE A GRASPABLE FINGER EL. 460' EX. DWELLING a 11_ L J i I Irj�Q DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED - - F•1=L.EL. 45.24 yq GGA GIRDER REGE55 AREA ON BOTH SIDES OF THE PROFILE. THE FINGER , THE SMALLEST BY MORE THAN 3/8 INCH (q.5 MM). SEE CONSTRUCTION DETAIL FOR EXIST. GRADE TO REMAIN - 44.8' 0 � RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (Iq ADDITIONAL INFORMATION AND Fi-,I SECTION RR315 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF ; I I 1 ! `, }- V THE PROFILE AND ACHIEVE A DEPTH OF AT LEA5T 5/I6 INCH DIMENSIONAL REQUIREMENTS. EL. 44.0' ; EL.44.0' I I ` HANDRAILS - (8 MM) WITHIN 1/8 INCH BELOW THE WIDEST PORTION OF THE (THIS DWG) POSTS TO EXTEND 3'-16" I I I �� U „ „ PROFILE. TH15 REQUIRED DEPTH SHALL CONTINUE FOR AT III I _ LU Q 4X6 GGA SECTION RR315.1 HANDRAILS. HANDRAILS HAVING MINIMUM X Z 11_ BELOW UNDISTURBED I I I I '� POSTS (TVP) AND MAXIMUM HEIGHTS OF 34 INGHE5 AND 5b INCHES (664 LEAST 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN EL. 42. EL.42.0' j 501L (MIN) I I I MM AND cI65 MM), RESPECTIVELY, MEASURED VERTICALLY I-3/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE FROM THE N051N6 OF THE TREADS, SHALL BE PROVIDED ON PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE Iii I I L J I I i AT LEAST ONE SIDE OF 5TAIRWAY5. ALL REQUIRED RECESS SHALL BE 1-1/4 INCHES (52 MM) TO A MAXIMUM OF HANDRAIL5 SHALL BE CONTINUOUS THE FULL LENGTH OF THE 2-3/4 INCHES (10 MM). EDGES SHALL HAVE A MINIMUM EL. 40.0' ; I I EL. 40.0' I PLA�NTINC 50HEDULE (3 _r a) L_ I I II 5TAIR5 WITH TWO OR MORE R15ER5 FROM A POINT DIRECTLY RADIUS OF 0.01 INCH (0.25 MM). O PR,)'. SEAL AL ABOVE THE TOP RI5ER OF A FLIGHT TO A POINT DIRECTLYi i ! PROPOSED GRASS AREA(MIX OF E- 0 CL Q/ ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE \`'� EL• ± 3' �f i I 1 I _ _ I AMMOPHILA EREVILIMLATA) BEACH p d� EL. 38.0' 1� `.38.0'. 6'tA55 2 3 COLUMI45 PER PLS`NTNIG 2 0 //'' /' -r-II II ��''''°°�)�-�- � I RETURNED OR SHALL TERMINATE IN NF_WEL POSTS OR - -�- I , - ° ' 4./ N T ��L..* !O d s' f-T �."tea I SAFETY T=zmiNALS. HANDi<AIL5 ADJi:GENT TO A HALL f I I " (v �� ; ' ' j BOLE E2 Ca, r�AX.HIT PANIC' i I SHALL HAVE A SPACE OF NOT LE55 THAN 1.5 INCHES (3b MM) - 1 1 VIR6ATUM) 5NITCH 6RA%AT 2'-0" m NOT TO SGALE I I BETWEEN THE WALL AND THE HANDRAIL. EL 36.0' I I i. i EL. 36.0' OL,2 GAL.CONTAINER), i I I I OR PROPOSED NORTHERN BAYBERRY T I I 1 1 BUSH(MYRICA PEN5YLVANICA) TO BE -1 L J I I NOTE: 2x6 JOISTS EL. 34.0' I I ,_' 1 PLANTED AT A MINIMUM 3 FOOT ON W EL. 34.0' soMC'AGTION NOTE I /4 x b DECKING ALL PLANTED VEGETATION WILL REQUIRE ' I �' !T CENTER. ►-� SUB GRADE EL 32.0' i 1 2R PROPOSED BEACH ROSE BUSH GENERAL I MONITORING OVER 3 GROWING SEASONS. ` I l EL. 32 D' (ROSA RUGOSA) TO BE PLANTED AT A 1.IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SIB GRADE MUST BE PROPERLY ENGINEER: 1 MINIMUM 3 FOOT ON CENTER. --• - -, PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE WITH THESE SPECIFICATIONS,USING THE NECE55ARY MEANS AND MATERIALS TO ' ' OR PROPOSED BEACH PLUM BUSH PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE L J EL. 30.0' I j ., EL.30 0' ` '�, �-- 0�^ FORESEEN. THEREFORE NOTHING IN THE FOLLOWING 5HALL RELIEVE THE CONTRACTOR (PRUNUS MARITIMA) TO BE PLANTED AT ✓'�� ,i Y. OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE I I f, T ' A MINIMUM 3 FOOT ON CENTER. I i L � END,TO PROVIDE A SOUND SUB GRADE. - (SEE PLANTING DETAIL,THIS DWG) 2x10 TREADS 2x12 STRINGERS, 2.U51NG 501L TEST DATA Cl.AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED AS NECE55ARY EL. 28 0' I I EL: 28 0' Y, l Ld WITH SOIL COMPLYING WITH THIS SECTION.EXG_CT THE TOP b INCHES SHALL BE 4x6 POSTS 2x4 CLEATS I �- { .r1 L'' A.AT ITS OPTION,THE ENGINEER MAY PROVIDE 501E TEST INFORMATION TO THE � � i I y- �. CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE CLA55IF16ATION OF THE SOIL IN NATIVE TOPSOIL SUITABLE FOR GRA55. AREAS REQUIRING GU7 5HALL AL50 EiE 2xb TOP RAIL,AND 2x4 MID RAIL ACCARDANGE WITH THE UNIFIED 501L CL.A551FIGATION SYSTEM(ASTM D24b1). THE PROVIDED WITH 6 INCHES OF NATIVE TOP501L FOR GRASS. FIN15H GRADE FOR PROPOSED NEW SHRUB/BUSH 51GNIFIGANGE OF THE DATA NULL BE INTERPRETED BY THE ENGINEER. THESE AREAS 5HALL BE I INCH BELOW TOP OF CURB. ARFA5 SHALL BE SLOPED EL. 26.0' t l U EL. 26.0' • tS�� G !!1 PER LAN05GAPE 5GHEDULE 3 1 PRUNE I/b'OF LEAF AREA BUT O JB B.501L5 DESIGNATED A5 HIGHLY EXPANSIVE(CHI,MHO,AND OH)MAY REQUIRE LIME TO DRAIN AT A MAXIMUM OF 4:1 UNLESS OTHERr':I`.>E INDICATED ON THE SITE OR 2xb JOISTS,5/4 x b DECKING I I I (SEE 5HT 1),MIN 3'-O"O.G. A - O� STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. SUCH GRADING PLAN. I I 5PECIAL TREATMENTS WILL BE DETAILED IN THE 51TE BID DOGUMENT5 IF THE G05T 15 b.COMPACTION TESTING, (SEE GENERAL NOTES,NO.q AND 10) u. RETAIN NATURAL FORM Z � O( -�S� TO BE INCLUDED IN THE CONTRACTORS BASE BID. THE ENGINEER WILL ENGAGE AN INDEPENDENT TE5TIN5 LABORATORY TO PERFORM(1)A EL. 24.0' EL. 24.0' RE-VEGETATE 015TURBED ; ; SPRAY WITH WILT-PROOF G.501L9 DESIGNATED A5 HIGHLY ORGANIC(OH,OLD,AND PT)MAY REQUIRE STANDARD PROCTOR TEST(ASTM 01551)ON T:'•:FILL MATERIAL(OR NATIVE 501E ----' SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF PROCTOR TEST(ASTM 121551)ON THE FILL MATERIAL(OR 14ATIVE 501L IF NO FILL 1 AREAS O CONCLUSION TI AFFORDING TO MFG'S INSTRUCTIONS JEFFREY T. BUTLER, P.E. TH15 TREATMENT WILL BE DETAILED IN THE 51TE DOGUMENT5 IF THE COST 15 TO BE 15 USED)AT LEAST 12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION �/W ' STAIR CONST.,SEE PLANTING IF FOLIAGE IS PRESENT I SCHEDULE. � • • INCLUDED IN THE CONTRA(TOR'5 BA5E BID. AND(2)A NUCLEAR MN5ITY GAUGE(A5TMI 122922 AND A5TM 123011)OR 5AND PROPOSED STAIRS AND HANDRAIL EL. 22.0' I 1 EL. 22.0' GROUND LINE TO BE SAME AS v D.THE CONTRACTOR 5HALL INSPECT THE 500 GRADE AND NOTIFY THE ENGINEER OF GONE(ASTM 0155b)TEST AT A MINIMUM OF THREE RANDOMLY SELECTED ANY CONDITION5 REQUIRING SPECIAL CONSIDERATION NOT ADOFZE55ED IN THE 517E LOCATIONS TO MEASURE THE DEGREE OF COMPAGTION OF THE SURFACE (BEYOND) STAIR AND HANDRAIL TO AT THE NURSERY Q I I.. BID DOGUMENT5. THE EXTRA C05T OF UNANTICIPATED REMOVAL WILL BE BASED ON SUBGRADE. IF THE RESULTS FROM THIS TEST FJR THE FILL OR NATIVE 501L DO CODE SEE NOTES,THI5 SHEET I i ESTABLISHED VEGETATION O �- THE UNIT COSTS PROVIDED WITH THE BASE BID. THE C05T OF UNIANTICIPATED LIME NOT MEET OR EXCEED THE DEGREE OF C.OMPA�TION SPECIFIED IN THI5 SECTION, STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. EL. 20.0' I 1 EL. 20.0' S E�T�ON OR MEANS OF STABILIZATION V THE G05T OF TESTING WILL BE DEDUCTED FROM THE CANIRAGT AMOUNT,AND THE 18"MIN.FOR PLANTS I I I 1 (PLANTED GRASSES OR TERRACING) TESTING(2)WILL BE REPEATED. I I. I i UP TO 4' HIGH,20" MIN. "1 SUB GRADE PREPARATION 11.THE GONTRACTOR MUST REMOVE THE EXISTING 5A111TARY SYSTEM IN AC 0RDANGE I I ; I PROP05ED BEArGH 5TA�I R PROFILE FOR PLANTS OVER REMOVE BURLAP FROM TOP LU I1- < WITH THE STANDARDS OF THE 5.G.D.H.5. CONT?ICTOR 15 RE5PON515LE FOR ALL 1.THE CONTRACTOR 5HALL REMOVE ALL VEGETATION,5URPLU5 501L,DEMOLITION RUBBLE, EL. 0.0' I , . . I EL. 18.0' 4' HIGH b'MIN OF BALL CQ AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED INSPECTIONS AND 516N-OFF OF SAME. 12.CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND SGALE: N.T.S. Z Z FROM THE 517E AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND CERTIFIED A5 EMPTY PRIOR TO RELOCATION. 1 CODES.THE CONTRACTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE WITH THE BACKFILL WITH TOPSOIL d PEAT- [� e 3 Q GRADING PLAN,TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM. THE I I M055 3:1 RATIO BY VOLUME IN q" L (] TOLERANCE OF THI5 ROUGH GRADING SHALL BE WITHIN 1/2"HIGH TO I"LOW, DURING EL. 16.0' EL. 16.0' �� I t PIGAL 5HRUB LAYERS-WATER EACH LAYER UNTIL Z _I CS� (- THI5 OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME T.O.PROPOSED SEAWALL a EL. 15.2' _ � ` /� �� t}}-�- J� 5ETTLED. DO NOT TAMP cn W ci 0 Z• APPARENT AFTER TRAFFIC,BY CONSTRUCTION EQUIPMENT AND LOADED TRUCKS. 5UCH PLANTIN.6 DETAIL z SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD /� I / 6 FOR PLANTS UP TO 4 HIGH OF TREATMENT REQUIRED,IF ANY. FILL, RE'Y LOETA<TI OI V EL. 14.0' I i EL. 14.0' ` N.T.J. 8" FOR PLANTS OVER 4'HIGH O O 2.MAINTAINING DRY 51TE CONDITIONS: DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE ASND TERRAtG I NC PROP05ED 5EANALL, 1 CONTRACTOR 51ALL PROMPTLY TAKE REASONABLE MEA5URE5 TO OBTAIN AND TO FOR INFO.SEE; I I EXISTING SHRUBS, /� A V � � Ln o � EVEN � G yin EL. 12.0' (3 NE RAL NO S LLI O MAINTAIN A DRY 517E CONDITION.SUCH MEASURES SHALL INGLUD'E PUMPING OF FREE ��•EQUENGE OF E Y LI�,'rJ I�:OT�S: EL. 12,0' PROPOSED 517E PLAN,5HT No.l i I TO REMAIN `- SURFACE WATER,MINOR HAND AND/OR MACHINE SHAPING TO FACILITATE WATER PROP05ED PLAN AND ELEVATION DETAIL5, I I:. LU O REMOVAL,AND OTHER OPERATIONS TO 5PEEO DRYING. 5HT No.3 1. CONTRAGTOR 15HALL CHECK AND VERIFY ALL ( TO THE SITE PRIOR TO 3.NATIVE SOIL COMPACTION: 1. PROVIDE 1130 GU.Y05 OF COMPATIBLE SANDY FILL FROM AN ; i 5TA'ZTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE W < C-OHE51VE AND COHESIONLE55 NATIVE SOIL SHALL BE COMPACTED TO 95%AND TDO%OF UPLAND SOURCE, EL. 10.0' Li EL. 10.0' � _ EXISTING BLUFF FACE U J � THE OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. PLANS AND MAKE WORK AGREE WITH SAME. W N 4.FILL SELECTION AND COMPACTION: 2.NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR STAIR PLATFORM PILES TO _ THE M05T COST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE U5ED: BLUFF FACE. BE DRIVEN A MINIMUM OF 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND W Z lU N i GULLIES LANDWARD OF EX. STONE WALL BUILDING CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. -5AND-6RAVEL MIX(1.5 TO 3%FINES<0.02 MM AND GDR> I1), 3. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE " Y�`•'':;.:•, EL. 8.0' 3-0 BELOW MLWM (MEAN EL. 8.0' -GRAVELY SOIL(3 TO 6%FINES<0.02 MM AND GBR>b), FILLED AND GRADED TO THE LM1 OF THE ADJACENT BLUFF LOW WATER MARK) ,..��"i. SHALL BE FILLED AND GRADED TO THE 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH � Q � � O O -SANDY SOILS(3 TO 6%FINES<0.02 MM AND CBR>b), FACE(THE NATURAL GRADE). TERRAtGI NC SCHEDULE ,� * LEVEL OF ADJACENT BLUFF FACE, THAT A5 INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY Q LL - 0 -51LTY GRAVELY 5011_5(b TO 10%FINES<0.02 MM AND GBR>b), .'�- _- REINFORCE BY TERRACING AND THE ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE, AND CONTINUE WITH THE Q N -51LTY SANDY SOILS(6 TO 15%FINES<0.02 MM AND CBR>b), 4. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. �"�'' B.O. PROPOSED 5EAWALL AND TERRAGE SLOPE AGGORDING TO 5GH. BELOW: :., Y WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. w EL.6.0' EL. 6.0' '' PLANTING W/ APPROPRIATE NATIVE lil -CLAYEY GRAVEL SOILS(OVER 20%FINES<0.02 MM AND GBR>5), DELIBERATE CARE SHALL BE TAKEN NOT TO DISTURB ROOT -�`��'::�-_ =� 4. 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO CLAYEY SANDY 501E(OVER 20AS FINES(O02 MM AND GBR>5), BASE OF EXISTING PLANTS. ANWM = EL. 15.0' 5.THE ENGINEER RESERVES THE RIGHT TO HAVE 501E TESTS PERFORMED TO CONFIRM THE �;• - '�;'�* VEGETATION, :�.�:., RIA THE CONTRACTOR SHALL SPREAD AND COMPACT 5. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. SLOPES of I:3 j.. EXISTING SLOPE. p SLOPES OF 1:2 : �= - - PROPOSED BLUFF FACE Z 5UITABILITY OF ANY FILL MATERIAL. To 95% EL. 4.0' I. I I EL. 4.0' TERRACING TO BE NSTALLED TERRAGING TO BE IN5TALLED ; :` ';' ''' , 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501E WITH A MINIMUM 501E P� OF a THE FILL MATERIAL IN b INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED b, WORK WITHIN DESIGNATED AREA OF WORK,CONTRACTOR TO AT 6'O.G.5PAG1% 2 TONS PER SOFT. AND SHALL HAVE A MINIMUM OF 3'-b" OF COVER U.O.N. � (n r I I AT 3 O.G.SPACING 't�-� , OF THE OPTIMUM DENSITY. GOMPAGTIDN 54ALL BE ACCOMPLISHED AT NO LE55 THAN ATTEND TO DISTURBED,WASHED OIT AREAS WITH EXTRA CARE. I I I _�,��. P OPQSED BEACH b. DESIGN TIMBER STRESS - DOUGLAS FIR,N0. 2 GRADE FB = 825 P51,E = 1,200p00 z Q OPTIMUM M015TURE CONTENT UP TO 2%WETTER.OPTIMUM DENSITY AND OPTIMUM M015TURE CONTENT SHALL BE AS DETERMINED BY ASTM Ow-i. No RUBBLE.TRASH, -I. TO APPLY FILL: I I I I t BOULDERS,OR OTHER DEBRIS WILL ALLOWED A5 FILL MATERIA IN ANY AGE. A. WORK HORIZONTALLY ACROSS BLUFF FACE, LIMIT THE EL. 2.0' (APPROX MLHM) _ I I 1 I EL. 2.0' 'r:: 5 , TO BE PLANTED P51 �i Q BOUL LL BE LL L L US Z Z o ��';:'�:'�;:� T GTED IN 7. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS: as. b.FOR UNSTABLE 5011_5 WITH LE55 THAN 250 P5F COHESION OR ULTIMATE BEARING WORK AREA TO 3-4FT OF VERTICAL 'SURFACE AREA AT � ;,;.;�;_��,,; P Nle NG3GHEDULE. THE ENGINEER HAS NOT BEEN RETAINED FOR ON 517E INSPECTIONS AND/OR CAPACITY OF LE55 THAN 500 P5F,6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL TERRACING: `"'"` UTILITY AND PIPING TRENCHES AND TANKHOLES TO REDUCE MIGRATION OF FINE-GRAINED A TIME. CONTRACTOR SHALL APPLY FILL IN 12" LIFTS, p i I i "'`�` �� 086ERVATION5 OF THE 60%TRUGTION. 501L AND SEPARATE P1551MILAR FILL MATERIALS.THE 6EOTEXTILE MATERIAL 54ALL TAMP BETWEEN LIFTS. r,, I I I I 3 2 USE 2x2x4 LONG CGA TREATED 5TAKE5 WY ,` .::,�: 8. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE $� OVERLAP ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12' A5 NECESSARY TO pj ONCE NATURAL GRADE 15 ACHIEVE:? WITHIN THE SMALL WORK I ' I I 1 ' I 2x6 GGA PLANKS SECURED TO STAKES. = `.�. " r I A t j E : COVER THE INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE 6TF130EX,TYPAR 3401, _J L J .•.,;;, "TECO CONNECTORS OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS GTFI5OEX,OR TYPAR 3601 AS MARKETED BY EXXON CHEMICAL AT 1-b00-54-EXXON. AREA PLANT PROP05ED VEGETATION AND INSTALL SLOPES OF Id OR GREATER INSTALL TERRACING PERPENDICULAR TO / CONNECTION POINTS. INSTALLATIONS 54ALL BE IN STRICT CONFORMANCE WITH 1.BACKFILLING TANKHOLE5,ETC.: TERRACING BEFORE MOVING DOW-! TO THE NEXT VERTICAL TERRACING TO BE INSTALLED DOWNWARD SLOPE. 5EGURE 2xb PLANKS TO MAtUFAGTURERS SPEGIFIGATIDNS AND RECOMMENDATIONS. BACKFILL FOR ANY EXISTING TANKHOLES SHALL MEET THE REQUIREMENTS OF THI5 SECTION. AT I'O.G.SPAGI"i SURFACE AREA. ADJACENT PLANKS ALONG HORIZONTAL BIKEN15E,BACKFILL ASEMENTS,ETC.SHAFORLL�EPLLY WI TH H�TH15 SECTIONLEFT BY rALSO.VAL SWIMMING POOLS, q. CONTINUE PROCEDURE UNTIL PROPa3ED AREA OF WORK 15 (4) 10" DIA. ACQ PILES WITH �- q. STAIRS TO COMPLY WITH NEW YORK STATE BUILDING CODE. PI-p`�• 10. ALL LUMBER SHALL BE GGA NOW. b.BACKFILLING TRENCHES: COMPLETED. (2) 2"XIO" AGO GIRDERS AND 20X8" AGO 1 TIMBER TERRACE RETA�I NI NC I�IA�LL5 11 ALL P05T AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED,U.O.N.. IN BAGKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,GLEAN,FRESHWATER SAND, " FREE OF SILT AND CLAY PARTICLES.BAGKFILLIN6 SHALL OCCUR IMMEDIATELY 10.SEE PLANTING SCHEDULE,PIANTINE DETAIL,TERRACING JOISTS ® Ib O G. FINISH DECKING PER AGGORDANGE WITH A5TM A153. AFTER THE LINE OR CONDUIT 15 IN PLACE TO PREGLVPE GAVW OF THE TRENCH SCHEDULE AND TIMBER TERRACE RETAINING WALL5 DETAIL, OWNER TO BE PLAGED IMMEDIATELY 1 AND PLAtNTI NC DETA�I L 51DE5. PRIOR TO IN5TAH ATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND THIS DWG. SEAWARD OF PROPOSED SEAWALL 12. TREADS AND PLATFORM SURFACES TO BE BUILT WITH UNTREATED WOOD OR SHALL BE PROVIDED. SCALE: NOW COMPOSITE MATERIAL. of 5 N EX15TIVo VINYL SEAWALL `fl Z-Profile Interlock ON NEIGHBORIWo PROPERTY p n .. ... ......... .... ,..: ....,1 -, , ,._... ..., „... ..,,_. ..-:..._,:,_ ". ........ - USE EXTENDED WHALE PROVIDED 1155'-FRONT FACE All Gerdau Z-pile sectios ° can be interlocked [05'INCLUDES(U 20'RETURN AND(1) 10'RcIURNj. a with each other.-As such,the ball and socket o Interlocks can be installed with using either •Z-pile: Gerdau does not publish a swing /f `-ARE NEI6HBM%WALL AND PROPOSED PROPOSED HOT ROLLED STEEL PILING the standard or reverse position.This adds tovalue for Z-sections. Asa "rule of thumb" it ' F PROP05ED SEAWALL TOGETHER VIA GAP FA5TENERS SEAWALL CAP LB FOSTER PILING,P/N PZGI3(03-6 greater ease of use and flexibility at the job EXISTING EXTENDED NEIGHBORING 4 , 2x CGA TOP PLATE F might be assumed that a 40 foot length DIA THRU BOLT,(2)WASHERS, pIK�Aynq 512, 50)W COALsite. Normal settipg width of pairs can be would obtain a swing of up to 5 degrees. 3 WHALE PROVIDED,USE I'DIA TIE RODS VIA NUT,STAGGER AS SHOWN (2)2x8 GGA FRONT d TAR EPDXY COATING OF 16 MILS PFT 3 altered to accommodate job site conditions rx ALL HARDWARE SHALL BE GALVANIZED BACK OF WALL through Increasing or decreasing the laying T.U.HALL GAP®EL. 115.1'1'a WHALE SPLICE(TYP) 6'-0'D.G.MAX IA 6E (2)6"x8' T.O.WALL GAP®EL. 145.1 ' g width at the interlocks. T.O.5HT PILE® EL. t15A' TIEROD(NP) SrAGGER TIMBER WHALE-5 T.O.5HT PILE®EL. 115.0' o L, o o .. o CIN Standardlnterlocking r •,,, , ., . ...° ..°. i;, T .. ..... .. . . o Nci s' Q - 0 0 0 ° S. 411 > ° Reverse Interlocking 9 z N 4 _O :y B.O.WALL® N N r "From Gerdau's Sheet Piling Handbook 2006 EL *S O' o Extruded Z-Profile Connectors !'IN I PROP05ED (�-• %�' J EPDXY COATING `�- SHALL EXTEND A i MINIMUM Or PZ 90 Cobra PZ Tee PZT s BELOW GRAD`' _ Note:all Interlocks can ' as° Ll Li L-i Li Li Li be placed In reverse �^ 45' position osition with extruded Colt " connectors. ' Joker ``f� 10mx25 L6 CGA PILES 0 VOL. '. Bull ead � _�.._.w L.B.Foster can also provide special fabricated corners r (QTY: APPROX. Iqi s Fio—pO5ED STEEL 5EANA�LL ELEVATION DETA�I� And tees when the job requires them. m (L'�;:ATED AT B.O. BLUFF) LBFoster (800)848-6249 SALE: 3/16° = I'-0" Piling www.lbfoster.com CONNECTORS FOR PROPOSED 5TEEL V m 5HEET PILE O 50ALE: NONE W m X ,...� Wl<i xz f—I'm x 114'LG O GALVANIZED TIE RODS O PROP.RETURN (RETURNS ONLY) 20'L6(1^EST REn1Rw O = dJ 10'm CGA GAT LO6 LL MIN LENGTH = Ib'(TYP) 10"PA210 PUP-IAN m 'V I'm x 12'L6 SEE COMPACTION NOTES GALVANIZED TIE RODS 10"ftIC"L6 (5EE 5HT 2) (5EAWALL FACING 5EAWARD) DEADI•IAN SEE COMPACTION NOTES 1010 GGA Uj GAT LOG —' ' EXISTING`r�!YL SEAWALL = __--_ _ — — -_ - --_-- =_— -_--= -- _ —- --—__ - =�=-m= =-—=_=_ -> ENGINEER: ON NEIGHB .ING PROPERTY :! 0 - U5E EXTEMED WHALE i li �C- y PROVIDED '�' 10 RETIIRW PROP.RETURN BU\�` �` r _ w : • LI o TIEROP(TYP) WHALE SPICE PROPOSED SEAWALL GAP 10"4D x 25'1_6 CGA PILES 2x16 CGA TOP PLATE 0 6 O.G.,(QTY: APPROX. Iq) (2)2x8 GGA FRONT a BACK OF WALL JEFFRE _."BUTLER, P.E. PROPOSED HOT ROLLED STEEL PILING SEAWALL GAP LB F05TER PILING,P/N PZ6I3 Q VIEW SHOWN W/GAPPING REFIOVED FOR CLARITY GREATS U'SHAPE CHANNEL (0.315 THK,ASTM 512,GRADE 50)W/ FASTEN 2x TOP PLATE TO 2x8 FRONT AND b"x 8'CGA WHALE(I OF 2) COAL TAR EPDXY COATING OF 16 MILS PFT REAR PLATES FROM UNDERSIDE OF CHANNEL Q USE V SHAPE SIMPSON BRACKET P/N 6A2, H I6 O.G.,STAGGER A5 SHOWN = � < LISE(4) 10d PER BRACKE�T; 1 ALL HARDWARE 94ALL BE GALVANIZED tttSSQSSl I- Oi�0 -ED STEEL 5EAHALL PLAN DETAIL � � o � (.00ATED AT B.O. BLUFF) O Z t:ALE: 3/16" = 1'-0' Q O )- Q ~ �z � a z �- ° f`iENERAtL NOTE_5: p () r I,5EE SCOPE OF WORK FOR REQUIREMENTS AND SEQUENCE OF EVENTS PRIOR TO 6 W � in COMMENCING WITH ANY DEMOLITION OR NEW WORK. z ^. 5HOREGUARD RETAINING WALL (TA. BLUFF) SHALL BE INSTALLED PER CRANE MATERIAL5 Z Q 1 INTERNATIONAL (CMI) INSTALLATION MANUAL. Q lU < ..STEEL SHEET PILE SEAWALL (B.O. BLUFF) SHALL BE INSTALLED PER LB FOSTER PILING AND 0-•ERDAU AMERI5TEEL INSTALLATION RECOMMENDATIONS. ,� Z U J N I 4 BEACH ACCESS STAIRS (BLUFF FACE) SHALL BE INSTALLED PER 'BEACH ACCE-55 STAIRS - < C) — [ is- SCOPE OF WORK', N.Y.5. BUILDING CODE AND INFORMATION PROVIDED ON DWG Not "— a --� 5.CONTRACTOR SHALL ORDER STEEL SHEET PILE W/FACTORY APPLIED EPDXY COATING www.dignetnycli.com Q O TYPE, THICKNE55 AND AREA COVERAGE AS SPECIFIED. �, of NSW YQ�K CITY or b CONTRACTOR SHALL USE EXTRUDED Z-PROFILE CONNECTORS A5 5HOWN HEREIN. &SONG �,ANn www.call811.com ,� a Z T ALL HARDWARE SHALL BE GALVANIZED,U.O.N. (for other states) O NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR SEAWARD �j v p O OF PROPOSED SEAWALL. 800-212-4480 81 Q � zm w 11� KLITION AND COMPACTION (DWG No.I AND No.2) NOTES PRIOR TO COMMENCEMENT z O !;l THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. By law,excavators and contractors working in the For safety reasons,homeowners are strongly Q five boroughs of New York City and Nassau and encouraged to call as well when planning any Suffolk Counties on Long Island must contact type of digging on their property.Homeowners D!gNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by but no more than 10 working days(excluding calling 811,the national call before you dig PAGE :weekends and legal holidays)prior to beginning number.For excavation work completed on any mechanizes!digging or excavation work to personal property,it is the contractor's ensure underground lines are marked. responsibility-NOT the homeowner's-to contact Excavators and contractors can also submit DigNet.Having utility lines marked prior to locate requests online,through ITIC. If you do not digging is free of charge. currently use ITIC, please call 1-800-524-7603 for more information. 3 a of 5 " 1 _ p E�� C ( AUG 1 0 2016 - - - - -- -- - -- -- - - -- - - - - - - -4� -z 4144eBSouthold Town�r f Tl 44E&o11 � - t,�rFrviwrNG- wptL(6}; 5°2"s�J�fd,-9'�"�L.S►T��ID • _ \ ; ---' �� - i p�ANy-��R'�s�_��_R 1�t1�. _.ROWS O¢f�3 , , , — — — 1—� � - \ � � ---- - '• - - , - - ; , .3��x-6�_G_•a/��_Gf�B_/_Oki�•95�`gTS - - , ' �•�.%•_tet'� . .�;�; -- -- - - -_-- - ----------- - ----- -'----------- --- ---- --- --- - - - _ - -- --- -- - ,"-- ----- --- - - - 4l d„� APPROVED �Y - - O - Wlmv�lwx � �NQ� ��oSA'• W Rout$ - - BOARD-OF.TRUST€E - ; ---- OF SOUTHOLD o ; •` O. N �rrzH FTA - -- -- -.� :�, /,<I•.��a -� , - �- - --rte/,ems .o-�t�a-s.��_z�_aurs , : ' . . 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I I � e N ER —CctU/� a ' LLFF�- -=- - - -- - - - 7"� l�Cr�1S --_ - - - — -ra - - ',R�jeKZ/-- ,4/111. •''; ;. 'F>4% ' � Ye NIA Alb&/ � C -F, --- -- - - � - - AUG 1 . 2016 i - - •=��--%`- ,- -- ��:�� i _ i/�Iik / outhold7own Trustees _1- ��-k' P bVJ-W_ . PUA4- '-----— -fir—Mid/.- 2 !o a. �.--------- '�Rass r SURVEY OF A PORTION OF PROPERTY SITUATE AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NY LONG ISLAND SOUND SCTM NO. 9000- 51 - 04 - 08 > QN9-zl G,qe DELASP CONC.HEADWALL �! 7� qo W/NG WALLS V6' c7, eG ��Go Fj ?9 v70 ogAG GAB/ON . • e''9 82°51'5 66. ?s9 Ts' / 8o SCALE: 17=20' g f"i ; LANDING LAND/NG 4�D'9A'Ss -•.2�Bs, 7? � Flo c9A 1y, 211 WOOD BS 16.31 SAND- uq� SFT pe�`96 v RE7 WALL 1YP/CALF �g'9�J ;?<s� .99 PL NKppL FS 2592 v TS25.9 2.69TWP0L RFr SLATE w w v 819r�?� qO Fy G v LAND/NG Z§S 26.5 PLANTED VEGET.9T/ON T1'P/C,gL 922"Tw 6�2go J.- "3Q •Y W W •Y W W •Y •Y TnOL 90 YA y w w v w 33.79 w 1 R 44.2' EP q TS 38 r9 W n 3a o vv B s LAND/NGS ti SLTAP 3867 BS W ��BS qA �STF.o �`� ��P• ROB 8 Q' COSTAL EROSION HAZARD LINE- �'�E` S TE OAP43 6Fj' gA SCALED FROM C.E.H.MAP PHOTO NO. 55-578-83 SHEET 10 OF 49 A 177 10. `��r I� 12.6 W NA��eo OAPO 13.6 � ,� LAND @YqR C.50869 1 STORY a a deo P.O. BOX E, NY 1961 %- 10.4 FRAME DWELL. 4 631.849.4750 NO. 20275m 9.8 .: m FF 45.3 sr, 11.6X D E I V s °' AC x`09 N o NCE AUG 18 '2016 $' 23,9 Z Southold Town 'Osr? NOTES. AC:ASPHALT AP:ANGLE POINT 3 11� m BC:BEG. CURVE 41 g0 FF BG:BEGIN W R . o BLD:BUILDING 18,5 BLDR:BOULDER 0 9,Efi ," CE: CELLAR ENTRY o chi 1 �P QQG, CL:CENTERLINE P k152 PERGOLA !� to,9�A FH:FIRE HYDRANT OVER SLATE V4 2� FF:FINISH FLOOR o i Pariocv FS:FINISH SURFACE 3 6G GS: GAS SERVICE �1 3 OH:OVERHEAD ro PCC:CONCRETE RO:ROOF OVER SLT.SLATE • N TC: TOP OF CURB TS: TOP OF STAIR TW: TOP OF WALL W U/L'UPPER LEVEL e PP umi y1 tu 39.29 O Z M N ■ :GRANITE MONUMENT to ° SURVEYED:12 AUG 2016 STONE HWY.ANGLE POINT MONUMENT NOTE.ELEVATIONS HEREON ARE BASED UPON,A GARAGE ' 1 PP FLOOR ELEVATION OF 41.90 AS SHOWN ON NATHAN TAFT 31-9 CORW/N Ill, NYPLS 50467 SURVEY, DATED 20, JAN 2014. 18416 G SAID ELEVATION /S STATED TO BE N.G.V.D. 1929 DATUM. ra 3B. cp c P9� N82 33� °53'00 e'w, ��cw s THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO rY V F THE STRUCTURES ARE FOR A,SPECIFIC PURPOSE&USE.THEREFORE,THEYARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION Ce6G, OFFENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. 31 A�EG NY721 "'s UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF `r6' SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR F,p36?S O EPBGGB �`'ioy EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 36.1 Q CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM roh THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- ' SOU32 ERNMENT AGENCY AND LENDING INSTITUTION LISTED HERE ON. CERTIFICATIONS ND V/Ew ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS'OR SUBSEQUENT OWNERS AVE, NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB- SURFACE, AERIAL EASEMENTS,SUB-SURFACE,UTILITIES AND/ OR STRUCTURES SCTM'1000-51-04-08 IN OR OUT OF EASEMENTS IF SO PROVIDED. 1 SURVEY OF A PORTION OF PROPERTY SITUATE AT SOUTHOLD TOWN OF SOUTHOLD `✓`"� I SUFFOLK COUNTY, NYLONCa /BLAND SOUND � scTm NO. 1000- 51 - 04 - os c4<4yA 1119%, q DELAI?CONC.HEADWALL :GRANITE MONUMENT ''aA eqa,? $WING WALLS, SURVEYED:12 AUG 2016 c'°2eG�o SCALE: 1"=20' GqB/ON o UPDATE. 18 AUG 2016,ADJOINERS S B�,,S�,6 ?s9 Tse es REVISION.27 DEC 2016,PROP.DRAINS 66.64 07 .Q�LAND/lyG O�pP �aqp °or?� Al TIO R1,10 LAND//yGss G.Z�gs PROPOSED RAIN RUNOFF q5 2�WOOD RET, 8516.31 SAND" RAs9�'O 730&F.OE17T= 124AC.F 'Accjrp� I W WALL TYP/ _ CA LF g`9L' PLN pOL 11.99 K 20.69 -' TRENCH SYSTEM ALTERNATIVE FSS 92 S TSgsg W OL W ,8E`jg 3"TRENCH DRAIN @ 58 LIN. FT. @ ?9NGTE Is S �' F WOOD RETAINING WALL W/A 50' qA ' LAND/�/G �s265 poi ?•cs LONG X 2'WIDE X 2'DEEP TRENCH PLANTED VEGETATjON yP/CqZ 9? A W/CONTINUOUS 4"PVC PERF. PIPE . a9 W W y y y w3 79ppL 90� CONNECTED TO TRENCH AT BOTH TRENCH DRAIN SYSTEM, 44.24 Ts 38.79 �3yA ENDS <9 _ LAND/NGscp SL TAP 38 67 3 .2 07 4� DETAIL f 13S 'F, <i0 °a S TE ,pF 2 f9 BLUES TONE PATIO W/ COSTAL EROSION HAZARD LINE E' 6 A� -Td!Fp / 4"CRUSHED STONE BASE SCALED FROM C.E.H.MAP PHOTO 8 f NO. 55-578-83 SHEET 10 OF 49 147 (2) EXISTING 4'DIA. �9°RA ►� ui WA,� X 5'DEEP DRYWELLS 90" 136 12.6 W N Lo . 1 STORY i. z fie Q FRAME DWELL. aa .. Z 10.4 W NO. 20275 9,8 � 3/4"STONE FF=45.3 11.6 z WRAPPED IN -�-• Q ® A`�s8� FILTER FABRIC`�. . , Lu 2.0. � F® AC J P as �O a c 0 q� :t ' '.• ' .'4"PVC PIPE cIq ® � oo C.E. 3 ® � '�� SAND : :'CONNECTED IC9 23.9 co BACKFILL BOTH ENDS P. 9� LL' q . NOTES: 5 . LA , ' ice m Z R. AC:ASPHALT ® 21� 0 as AP.ANGLE POINT 41.90 PF `� 3 BC:BEG. CURVE 18.5 0 BG:BEGIN N '` SOpp 4164 m BLD:BUILDING ° &1 PROPOSED B'DIA GPR X 5'DEEP DRYWELL c BLDR. BOULDER o 9 CE: CELLAR ENTRY pp 415� PER ,� CL:CENTERLINE y n OVER SLATE FH:FIRE HYDRANT z PA T/O N FF:FINISH FLOOR c�yy�Are 3� v 4133$G FS:FINISH SURFACE �` ro GS:GAS SERVICE = c OH: OVERHEAD �a PCC: CONCRETE RO:ROOF OVER ' c SLT.SLATE TC: TOP OF CURB W TS: TOP OF STAIR ~ TW- TOP OF WALL o �; m U/L: UPPER LEVEL ul ' 39.29 pp y 4%e A LAND S61R114017NV JNe. W PETER A. GROBEN y LAND SURVEYOR NY LIC. 50869 STONE HWY.ANGLE P.O. BOX 704 RIDGE, NY 11961 POINT MONUMENT 91 pP 631.849.4750 I 31 NOTE:ELEVATIONS HEREON ARE BASED UPON A GARAGE 184.16 4 FLOOR ELEVATION OF 41.90 AS SHOWN ON NATHAN TAFT 3g 06 130 .cam CORWIN /it, NYPLS 50467 SURVEY, DATED 20, JAN 2014. SAID ELEVATION IS STATED TO BE N.G.V.D. 1929 DATUM. 3 ' N82�SJ'��n �'6' THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTYLINES TO �Y �s 6`4 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE,THEYARE a• NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION C�6C OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. NYT21 3jo4 31�4 EG "'g UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF `sb SECTION 7209 SUBDIVISION 20 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR �'Q362S O EP0r �Pipy EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN TO THE PERSON FOR 351 54�� THE SURVEY IS PREPARED, AND ON THEIR BEHALFLTO THE TITLE COMPANY GOV- X 2' ERNMENT AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS SOUND VIE W A�E, ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB- SURFACE, AERIAL EASEMENTS,SUB-SURFACE UTILITIES AND/ OR STRUCTURES SCTM 1000-51-04-08 IN OR OUT OF EASEMENTS IF SO PROVIDED Michael J.Domino,President ��®f S �® Town Hall Annex John M.Bredemeyer III,Vice-President �® �® 54375 Route 25 �r z s2 P.O.Box 1179 Charles J. Sanders `2s `zs Southold,New York 11971 Glenn Goldsmith Telephone(631) 765-1892 A.Nicholas Krupski �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (We) SOUNDFRONT HOLDINGS LLC, c/o Anthony Daniele, Member The owners of record of property at: 20275 Soundview Avenue, Southold, New York SCTM#: 1000-51-4-8 In applying for an Amendment to Coastal Erosion Permit#8047C for erosion protection structure(s) do hereby agree to a 30-Year Maintenance program for a structure as described: for the existing collapsed steel bulkhead behind concrete seawall and existing damaged concrete seawall to remain; remove the collapsed bluff stairs and steel sheet piling retaining wall from face of bluff; the originally proposed bulkhead with 10' and 20' returns, proposed 47' vinyl retaining wall with 9' and 10' returns, and proposed timber terracing walls on face of bluff were not constructed; for the as-built stabilizing of the concrete bulkhead by placing approximately 1,000 tons of large stones in between the steel bulkhead and concrete bulkhead and top off with 4-6+ stones; as-built gabion return wall along the westerly adjoining property line; cut collapsed steel bulkhead down below finish grade; as- built six tiered retaining wall system, completely integrated, to stabilize slope and protect westerly property line; redesigned bluff stairs to attach to retaining walls; bluff stairs were constructed 4' wide and 45.2' long in lieu of 50' with a 23sq.ft. top landing and a 24.5sq.ft. bottom landing; replaced collapsed brick patio with as-built 176sq ft, natural irregular shaped bluestone patio between dwelling and top retaining wall; as-built 73sq.ft. lower tier bluestone patio; as-built wire fencing along top retaining wall; added fill to terraced areas; a±450sq.ft. sandy beach area landward of stone bulkhead; re-vegetated void areas with American beach grass and rosa rugosa; and as depicted on the site plan prepared by Michael Kimack, dated August 6, 2016 and August 7, 2017, received on August 10, 2016, and stamped approved on October 18, 2017. It is my/our understanding that we are to maintain this structure(s)with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees. We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property up g by the Board of Trustees that said lack of maintenance would risk life, property or import an at al es ur a features Notarized signature of owner of record Date DIANE DISALVO � ( NOTARY PUBLIC-STATE OF NEW YORK No. OID1475593 Qualified In Suffolk County 11,1-17 My Commission Expires April 30, 201V Notary Public Date This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. Michael J.Domino,President �*®f S®ujy® Town Hall Annex John M. Bredemeyer III,Vice-President ,`® l0 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold, New York 11971 Glenn Goldsmith G Q ® O Telephone(631) 765-1892 A.Nicholas Krupski ® Y Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 18, 2017 Michael Kimack P.O. Box 1047 Southold, NY 11971 RE: SOUNDFRONT HOLDINGS, LLC 20275 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-51-4-8 Dear Mr. Kimack: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 18, 2017 regarding the above matter: WHEREAS, Michael Kimack on behalf of SOUNDFRONT HOLDINGS, LLC applied to the Southold Town Trustees for an Amendment to Wetland Permit#8047 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and for an Amendment to Coastal Erosion Permit#8047C under the provisions of Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated August 10, 2016; and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations; and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP; and, WHEREAS, the Board of Trustees has furthered Policy 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: Wetland Permit and Coastal Erosion Permit Amendments are being issued for the as-built structures; and ---- ------------ - ----------- - ---- -- - 2 WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 18, 2017, and again on October 18, 2017, 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 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town; and, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code; and, RESOLVED, that the Board of Trustees approve the application of SOUNDFRONT HOLDINGS, LLC for the existing collapsed steel bulkhead behind concrete seawall and existing damaged concrete seawall to remain; remove the collapsed bluff stairs and steel sheet piling retaining wall from face of bluff; the originally proposed bulkhead with 10' and 20' returns, proposed 47' vinyl retaining wall with 9' and 10' returns, and proposed timber terracing walls on face of bluff were not constructed; for the as-built stabilizing of the concrete bulkhead by placing approximately 1,000 tons of large stones in between the steel bulkhead and concrete bulkhead and top off with 4-6+ stones; as- built gabion return wall along the westerly adjoining property line; cut collapsed steel bulkhead down below finish grade; as-built six tiered retaining wall system, completely integrated, to stabilize slope and protect westerly property line; redesigned bluff stairs to attach to retaining walls; bluff stairs were constructed 4' wide and 45.2' long in lieu of 50' with a 23sq.ft. top landing and a 24.5sq.ft. bottom landing; replaced collapsed brick patio with as-built 176sq.ft. natural irregular shaped bluestone patio between dwelling and top retaining wall; as-built 73sq.ft. lower tier bluestone patio; as-built wire fencing along top retaining wall; added fill to terraced areas; a ±450sq.ft. sandy beach area landward of stone bulkhead; re-vegetated void areas with American beach grass and rosa rugosa; and as depicted on the site plan prepared by Michael Kimack, dated August 6, 2016 and August 7, 2017, received on August 10, 2016, and stamped approved on October 18, 2017. 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.) -'---� ---- '------ ---�-------- -- -~-------- --- ---------' -- 7' -------------'------------- ---------' 3 ' > ~ - Fees: $ 0.00 Very truly yours, Michael J. Domino President, Board OfTrustees MjD/88C i i Michael J.Domino,President ®f S �® Town Hall Annex John M.Bredemeyer III,Vice-President h® �® 54375 Route 25 0 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith O ® Telephone(631) 765-1892 A.Nicholas Krupski ® COU a Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WHEREAS, a Public Hearing was held on Wednesday, January 18, 2017 regarding Michael Kimack on behalf of SOUNDFRONT HOLDINGS, LLC; and, WHEREAS, during the Public Hearing the Board of Trustees RESOLVED to Table the application for a Wetland Permit Amendment and a Coastal Erosion Management Permit Amendment and conditioned the requirement of the posting of an expert independent consultant fee in the amount of$2,000 pursuant to the provisions of Chapter 275-7(1), (2) a, b, c, with final payment of the remaining fee(s) due prior to final determinations in this matter; and, WHEREAS, on Wednesday, September 20, 2017 the Board of Trustees met with Patricia C. Moore, Esq. and James J. Deerkoski, P.E. on behalf of SOUNDFRONT HOLDINGS, LLC to discuss the Tabled application and submit for the record a letter dated September 18, 2017 from James J. Deerkoski, P.E. regarding the as-built multi- tiered retaining wall system; and, NOW THEREFORE BE IT RESOLVED, the Board of Trustees are now re-opening the Public Hearing regarding the application of Michael Kimack on behalf of SOUNDFRONT HOLDINGS, LLC, and RESCIND the Resolution dated January 18, 2017 as the letter submitted by James J. Deerkoski, P.E. fulfills the requirement of said Resolution. JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: September 18, 2017 D EIV E To: Town of Southold Trustees SEP z o 2011 Re: Sound Front Holdings LLC 20275 Soundview Ave. Southold,NY Southold Town 1000-51-4-8 To Whom It May Concern: On December 1, 2016, I prepared an opinion letter for Sound Front Holdings, LLC as to the construction of a retaining wall system on the property. I have recently been informed that the Board has a concern that the letter was not sufficiently specific in characterizing the work performed for the circumstances present on site at that time. As described in the August 16, 2016 letter of Michael Kimack to the Board, as a result of Hurricane Sandy and a subsequent winter storm, which destroyed the bulkhead of the adjacent westerly property, an extreme erosion condition existed that, according to Mr. Kimack threatened the integrity of the site and jeopardized the stability of the house. Under such circumstances, it is my opinion that a multi-tiered retaining wall system was an appropriate solution in addressing the significantly compromised slope that I was able to observe form photographs taken before restoration had begun. In addition,it does not appear that this system is likely to increase erosion on neighboring properties. Further, I note that the westerly neighbor recently restored its bluff by implementing a similar multi-tiered retaining wall system. The design of the multi-tiered retaining wall system and its construction was , as I previously stated,built in compliance with all state and local codes, and in accord with the plans dated August 6, 2016 &August 7, 2016 In my professional opinion, It can be reasonably deduced that, given the standard of construction that was met, the multi-tiered retaining wall system should provide the bank stabilization it was designed and built for, given the physical conditions of the site and the exigent circumstances at the time of co truction. OV NEW Y DEE ®'Q,�. Co S cerely, " 'o FE Ja J Deerkoski P.E. J SEP 2 0 ':;ill - . 'Soutoio iiw n Ilk • �.y to s �+' J WMWNW Ail Aw c � e , i w J �a. J' � .�. .� a,.-� a \ =:,,�a a 1,wr•♦ ` �2 Michael J. Domino,Presid` NQS /rC4' J, Town Hall Annex John M. Bredemeyer III,Vice-President Gym 54375 Route 25 Charles J. Sanders ti x P.O.Box 1179 Glenn Goldsmith "+ Southold,NY 11971 A.Nicholas Krupski 41 p!� Telephone(631)765-1892 �� a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: lalt° i-7 1Q0 Completed in field by: yrfr. Michael Kimack on behalf of SOUNDFRONT HOLDINGS, LLC request an Amendment to Wetland Permit#8047 and Coastal Erosion Permit#8047C for the existing collapsed steel bulkhead behind concrete seawall and existing damaged concrete seawall to remain; remove the collapsed bluff stairs and steel sheet piling retaining wall from face of bluff;the originally proposed bulkhead with 10'and 20' returns, proposed 47'vinyl retaining wall with 9' and 10' returns, and proposed timber terracing walls on face of bluff were not constructed;for the as-built stabilizing of the concrete bulkhead by placing approximately 1,000 tons of large stones in between the steel bulkhead and concrete bulkhead and top off with 4-6+stones; as-built gabion return wall along the westerly adjoining property line; cut collapsed steel bulkhead down below finish grade; as-built six tiered retaining wall system, completely integrated,to stabilize slope and protect westerly property line; redesigned bluff stairs to attach to retaining walls; bluff stairs were constructed 4'wide and 45.2' long in lieu of 50'with a 23sq.ft.top landing and a 24.5sq ft. bottom landing; replaced collapsed brick patio with as-built 176sq.ft. natural irregular shaped bluestone patio between dwelling and top retaining wall; as-built 73sq.ft. lower tier bluestone patio, as-built wire fencing along top retaining wall; added fill to terraced areas; a±450sq.ft. sandy beach area landward of stone bulkhead; re-vegetated void areas with American beach grass and rosa rugosa. Located:20275 Soundview Avenue, Southold. SCTM#1000-51-4-8 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q 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 o Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: ti� � c�vf �C1o� �Qe�jlh Present were: y J. Bredemeyer M. Domino Goldsmith N. Krupski -- C. Sanders Other Page 1 of 2 SufFQc,� Michael J. Domino,Presid'\ ;' �Q CG ! Town Hall Annex John M. Bredemeyer III,Vice-President h�0 Gy.+ 54375 Route 25 Charles J. Sanders ro a P.O.Box 1179 Glenn Goldsmith Southold,NY 11971 A.Nicholas Krupski ?, p!� Telephone(631)765-1892 ��l �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: Michael Kimack on behalf of SOUNDFRONT HOLDINGS, LLC request an Amendment to Wetland Permit#8047 and Coastal Erosion Permit#8047C for the existing collapsed steel bulkhead behind concrete seawall and existing damaged concrete seawall to remain; remove the collapsed bluff stairs and steel sheet piling retaining wall from face of bluff;the originally proposed bulkhead with 10'and 20' returns, proposed 47'vinyl retaining wall with 9' and 10' returns, and proposed timber terracing walls on face of bluff were not constructed;for the as-built stabilizing of the concrete bulkhead by placing approximately 1,000 tons of large stones in between the steel bulkhead and concrete bulkhead and top off with 4-6+stones; as-built gabion return wall along the westerly adjoining property line;cut collapsed steel bulkhead down below finish grade; as-built six tiered retaining wall system, completely integrated,to stabilize slope and protect westerly property line; redesigned bluff stairs to attach to retaining walls; bluff stairs were constructed 4'wide and 45.2'long in lieu of 50'with a 23sq.ft.top landing and a 24.5sq.ft. bottom landing; replaced collapsed brick patio with as-built 176sq.ft. natural irregular shaped bluestone patio between dwelling and top retaining wall; as-built 73sq.ft. lower tier bluestone patio; as-built wire fencing along top retaining wall; added fill to terraced areas;a f450sq.ft. sandy beach area landward of stone bulkhead; re-vegetated void areas with American beach grass and rosa rugosa. Located:20275 Soundview Avenue, Southold. SCTM#1000-51-4-8 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 5 Michael J.Domino,President �" Town Hall Annex John M:Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders .0 Southold,New York 11971 Glenn Goldsmith �® y® Telephone(631) 765-1892 A.Nicholas Krupski ��C®U °� Fax(631) 765-6641 5 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD The following action was taken by the Southold Town Board of Trustees at their Regular Public Hearings Meeting held on Wednesday, January 18, 2017: RESOLVED that the Southold Town Trustees table the Town Wetland Law Permit ("TWL",Chapter 275) and Coastal Erosion Hazard Hazard Areas Permit ("CEHA",Chapter 111) applications of Michael Kimack on behalf of SOUNDFRONT HOLDINGS, LLC and require the posting of an expert independent consultant fee in the amount of$2000 pursuant to the provisions of Chapter 275-7,D(1),(2) a,b,c,,with final payment of the remaining fee(s) due prior to final determinations inythis matter. .y The Board determines that the complexity of the unapproved as-built construction, that was unilaterally undertaken in contravention of the Town's Wetland Law and Coastal Erosion Hazardous Area Permits provisions in effect during the structure's construction, may materially violate the standards of the Town's Wetland Law and Coastal Erosion Hazard Area Codes, the discernment of which is beyond the expertise and knowledge of the Board to fathom with the application materials submitted thus far. The Board is compelled to request this outside consultant to ascertain whether this unauthorized as-built construction the application seeks to have approved ex post facto represents a reasonable and compelling alternative to the prior approvals of this Board. Including, but not limited to the following, are questions the Board seeks to answers to: 1)A question exists concerning the stability of and reuse of the massive concrete bulkhead, that under the Trustee permits previously issued was to be removed; noting that it is canting seaward and whether it represents a safety hazard for persons passing and re-passing along the Long Island Sound (LIS)foreshore. 2) Related to the aforementioned concern is that the potential failure of this concrete wall may prevent persons from riparian access and impact navigation for small vessels. 3) Concerns exist that this type of as-built construction is not familiar to the Trustees, and does not seem to represent an established best engineering practice or marine construction standard. Without a compelling in-depth independent engineering analysis of its stability, this project may result in catastrophic failure and if it were to be permitted and allowed by the Trustees, create a future burden to New York State and Southold Town taxpayers for removal to protect Long Island Sound and its waters and foreshore. f 4) There is a concern that the concrete bulkhead and timber retaining walls may not be properly protecting the lateral support of adjacent lands insofar as they may not meet the standard 30 year construction standard. 5) Questions exist whether the proposed re-working of the construction and drainage for the on-grade stone patio between the house and the crest of the Long Island Sound bluff, that the Board notes is already failing, is properly engineered to maintain structural integrity to a 30 year standard while protecting the bluff itself. 6) In addition to outside consultant review, the Trustees reserve the right to submit the current and any additional materials submitted in this matter to other governmental agencies such as the New York State Department of Environmental Conservation and Suffolk County Soil and Water Conservation District for those agencies input and advice. 7) The Trustees may consider additional relevant concerns that might arise from the outside independent expert consultant review of this project that heretofore are not apparent to the Board at this time and the outside consultant may request additional studies to be paid for by the applicant to properly evaluate the applications in this matter. Motion made by: John M. Bredemeyer III Motion Seconded by: Charles J. Sanders All Ayes i JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: December 1, 2016 To: Southold Town Trustees Damon Hagan, Esq. Town Hall Annex 54375 Route 25 Southold, NY 11971 Re: SoundFront Holdings, LLC, 20275 Soundview Avenue Dear Sirs: I have been requested by Anthony Daniele on behalf of Sound Front Holdings, LLC to revisit the attached photographs of the construction of the multi tiered retaining walls and the plans as prepared Michael Kimack and submitted as part of the application to amend the existing permit. In my professional opinion, the photographs illustrate that the retaining wall system was built as per the plans. Based upon the above and upon further review, I reverify and recertify that the retaining walls, stairs and platforms were built as per the submitted plans and comply with all state and local codes. Please do not hesitate to contact me should you require any further information on this matter. E F PqEtk 0 Cc) n �,�•:may•:.. � 31r m Sinc ely, A 072 ,00\o- J es J eerkoski P.E. E 'Ci, S DEC s 5 2016 a { L' Satithold Town p -_Bard f Trusteas ._.._..A • 3}., iy t �..,,x, �. dry' is Ma} 1' «/ sy,4 './� r` __... +;:,' — 'i r� a�►a' .Y lo .�, t �• + _ f im 6 • � 01 y , r r y ' • ' ' As ..tN�i ' � -�._.•,- fir, ;� ♦, ; i .. •w � �,-. ; ,j. •f >, � �/�a � ,r 7�w 111III�1 . y.� ` i ', ; ♦ �.r "r. I rr ✓ j' d� y # a _ � �{, , `,yam �� -:�'. •t''r _.. •• . - + S mar_ ,JZ+^: ) s4 .� •• w.« t}i0'�' �,• 7N,v .��Y�Sltw .-"��. /J�•�.r�"�♦ .K 3E. ��l j•a` ." '�..• � Y �� fi��..,l�'`:�+�1. � 11r I , 1`-""� .. .�.� •, ' � ;�_ �. fir, � _ .Vit.:fl• ..' •�•fr . . �..#° ._ ,..- • K ro w W.qua Vft—,W .. e jo . y d ., �• r -I''.+ .,tet "/ ',--• - . — adGP Lown • A .� lip •w ♦ r ' • ~ *44Ar Iwo 4N I lb t � .♦ • k Tow NIN 40 ft �` I�►, �. f TmdPAS 7 ww- '�• wA 4.4. 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'.y��` +3 � rti�i • 4 `, 1 _ � .:1�. ., '•.t +�'.;��fl��ti�a ��! I�Nj111 f�;r,:'t, ;lig" - .. _ .�. .�,.. .�.t a .*�►� �,'' ., 't �t r�• r � `� 1,-•� s:� ♦ ., .j•. �{a/Y F !.,,J.'' 'F �'•w'i�� it�- v ^k i • r °yl.., i �,7��v .�+► mss...' ":?�.•�✓ T �' ..: �,_ � ��.: t: r , , EC E IV i.a� . �„/•: � Soutl�c�d Town �a -.�:.* �� .: � '... � ._ _�.. . � .� � j.�, �, �, f Tr ' es A. f �� • �'.z% � - �r' � _'".� •"rte LOW .4L4 I • ., .� r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)44403651 F:(631)444-0360 www.decny.gov LETTER OF NO-JURISDICTION TIDAL WETLANDS ACT 9 pE C E VE August 4, 2016 Soundfront Holdings LLC SEP 1 9 2016 c/o Anthony Daniele PO Box 150 soutn��ld Tnven Southold, NY 11971 tT Re: Application # 1-4738-03345/00005 Soundfront Holdings LLC Property, 20275 Soundview Ave, Southold Dear,Applicant: Based on the information you submitted and additional New York State Department of Environmental Conservation (NYSDEC) information, it, has been determined that the property landward of the functional bulkhead greater than 100 feet in length and constructed prior to 8/20/1977 as verified on Aeroimage B&W aerial photo #6106-03, taken 4/6/1976 and as shown on tidal wetlands map # 716- 550 is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required for any work located landward of the bulkhead structure. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is.,,your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project- Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project_(i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this Letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sin erely, usan V. Ackerman Deputy Permit Administrator cc: BOH-TW; Michael A. Kimack; file _�'NEWvoRK Departmental oP�m°oNm Environmental Conservation DEC Permit Applications Page 1 of 2 NEWYORK Department of V STATE OF OPPORTUN1'r1 Environmental � 4� Conservation I New search _ ! Or use the browser back button to get to previous page DEC Permit lig tion Detail Application ID: 1-4738-03345/00005 Facility: Soundfront Holdings LLC Property Location: 20275 Soundview AVEISCTM # 1000-51-4-8, Southold, NY 11971 Town or City: Southold Applicant: Soundfront Holdings LLC Permit Type: Tidal Wetlands Application Type: New Date Received: 07/26/2016 Status: No Jurisdiction as of 08/04/2016 Complete Status: UPA Class: Short Description: TW JI-PRE'77 BH FOR UPLOAD PORTION OF PROPERTY ENB Publication Date: Written Comments Due: SEAR Class: SEAR Determination: Lead Agency: Environmental Justice: SHPA Status: Coastal Zone Status: Final Disposition: No Jurisdiction as of 08/04/2016 Permit Effective Date: Permit Expiration Date: Stimulus Project: No Other Known IDs: 1000-51-4-8 - Tax Map Number (each county) DEC Contact: Eugene R Zamojcin SUNY @ Stony Brook150 Circle Rd, Stony Brook, NY 11790 Tel:(631)444-0365 Please email the Regional Office for additional information or questions regarding this application. I New Search I Or use the browser back button to get to previous page http://www.dec.ny.gov/cfmx/extapps/envapps/index.cfm 9/19/2016 John M. Bredemeyer III, Presid r� gUFFOZ4, Town Hall Annex Michael J. Domino, Vice-Presidt"n-i 54375 Route 25 Glenn Goldsmith o ` ` P.O. Box,1179 A. Nicholas Krupski o Southold, NY 11971 Charles J Sanders ti p� , Telephone (631) 765-1892 �l Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: z '� Completed in field by: , Michael Kimack on behalf of SOUNDFRONT HOLDINGS, LLC request an Amendment to Wetland Permit#8047 and Coastal Erosion Permit#8047C for the existing collapsed steel bulkhead behind concrete seawall and existing damaged concrete seawall to remain; remove the collapsed bluff stairs and steel sheet piling retaining wall from face of bluff, the originally proposed bulkhead with 10' and 20' returns, proposed 47' vinyl retaining wall with 9' and 10' returns, and proposed timber terracing walls on face of bluff were not constructed; for the as-built stabilizing of the concrete bulkhead by placing approximately 1,000 tons of large stones in between the steel bulkhead and concrete bulkhead and top off with 4-6+ stones; as-built gabion return wall along the westerly adjoining property line; cut collapsed steel bulkhead down below finish grade, as-built six tiered retaining wall system, completely integrated, to stabilize slope and protect westerly property line; redesigned bluff stairs to attach to retaining walls; bluff stairs were constructed 4'wide and 45.2' long in lieu of 50'with a 23sq.ft. top landing and a 24.5sq.ft. bottom landing; replaced collapsed brick patio with as-built 176sq ft natural irregular shaped bluestone patio between dwelling and top retaining wall, as-built 73sq.ft lower tier bluestone patio; as-built wire fencing along top retaining wall, added fill to terraced areas; a ±450sq.ft sandy beach area landward of stone bulkhead; re-vegetated void areas with American beach grass and rosa rugosa. Located: 20275 Soundview Avenue, Southold SCTM# 1000-51-4-8 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� 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 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments//standards: #7r/ C e r X Present were: 1/J. Bredemeyer M. Domino G. Goldsmith '� N. Krupski C. Sanders Other Page 1 of 2 i } John M. Bredemeyer III, Preside ogUFFO(,�c� Town Hall Annex Michael J. Domino, Vice-President „��, �G 54375 Route 25 Glenn Goldsmith o P.O. Box'l 179 A. Nicholas KrupskiSouthold, NY 11971 Charles J. Sanders oy ® o�� , Telephone (631) 765-1892 �a Fax(631) 765-6641 1 BOARD OF TOWN TRUSTEES ' TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: Michael Kimack on behalf of SOUNDFRONT HOLDINGS, LLC request an Amendment to Wetland Permit#8047 and Coastal Erosion Permit#8047C for the existing collapsed steel bulkhead behind concrete seawall and existing damaged concrete seawall to remain; remove the collapsed bluff stairs and steel sheet piling retaining wall from face of bluff; the originally proposed bulkhead with 10' and 20' returns, proposed 47' vinyl retaining wall with 9' and 10' returns, and proposed timber terracing walls on face of bluff were not constructed; for the as-built stabilizing of the concrete bulkhead by placing approximately 1,000 tons of large stones in between the steel bulkhead and concrete bulkhead and top off with 4-6+ stones; as-built gabion return wall along the westerly adjoining property line; cut collapsed steel bulkhead down below finish grade; as-built six tiered retaining wall system, completely integrated, to stabilize slope and protect westerly property line; redesigned bluff stairs to attach to retaining walls; bluff stairs were constructed 4'wide and 45.2' long in lieu of 50' with a 23sq.ft. top landing and a 24.5sq.ft. bottom landing; replaced collapsed brick patio with as-built 176sq.ft. natural irregular shaped bluestone patio between dwelling and top retaining wall; as-built 73sq.ft. lower tier bluestone patio; as-built wire fencing along top retaining wall; added fill to terraced areas; a ±450sq.ft. sandy beach`jarea landward of stone bulkhead; re-vegetated void areas with American beach grass and rosa rugosa. Located: 20275 Soundview Avenue, Southold. SCTM# 1000-51-4-8 ;, Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or; Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: ;f D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the.,Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: ` D. :525% Expansion/Calculation { Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg jDeclaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 Soundfront Holdings LLC 20275 Soundview Avenue,Southold SCTM#: 1000-51-4-8 9/13/16 - - - / w 1 T- V � t Soundfront Holdings,LLC 20275 Soundview Avenue,Southold SCTM#: 1000-51-4-5 9/13/16 ` •t A 7r IL - +-': -cy�".� -�' �2`�` .� � .t.+ r" yrlF' 't* .y•- �@ ,rte.;7�r. .i� -_ +i i � �1� '�• ter. LTV: _ 4'.ws� �',�t'.•s t �a.� - �A {��j4Hy dtb��{ ��,,Av� ,x �. j - ,�� X14,5 •t��:Y' -_-.�+i+k. y'�.�'7 y� �N!.��• _ ti 1 - sl' i' � •L i "fir- � -�s .- _ 1: - �.' �r l , _ front Holdings, LLC Soundview Avenue,Southold •ter*---" - CTM#: 1000-51-4-8 ,rte _ /13/16 --7: " " 74Y Y 1t IMIA •',:: t. :per. '� : r' p%-. �� ._,� _, L.•r1��_ � Ol .c� \ fWR kill ^`.•" - �s n 3 I � IL C,oundfront Holdings, Soundview Avenue,Southold 000 Aw 90- D� t��. �„j .,., a117.;1 �/�_ : � a a •., ,�- '�. _ its}.. !i r<��,., _-_ ,�►..l . /• _ '3Y }"� r n r f ' .� x � "a!�'tt ��.: F.. ,,;•�h � r� k <, trt ,/'^ -- /.r,�� tet,. 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"v - n F / ..r .v .. l w r s�- T Ix Southold lo�vn ar of Trustees Daniele 20150717IMG_0601 t COSTELLO MARINE CONTRACTING CORPORATION DOCK BUILDING • JETTIES • BULKHEADING • STEEL& WOOD PILING • FLOATS 423 FIFTH STREET • P.O. BOX 2124 • GREENPORT, NEW YORK 11944 • (631)477-1199/477-1393/477-0682 • FAX(631)477-0005 p E G E I V E November 22,2016 Chairman John Bredemeyer NOV 2 8 2016 Southold Town Trustees P.O. Box 1179 outhold Town Southold,NY 11971 Oplrd of Trustm-- Re: SoundFront Holdings,LLC,20275 Soundview Avenue, Southold Dear Chairman Bredemeyer: In or about the summer of 2013 I was contacted by Anthony Daniele,managing member of SoundFront Holdings,LLC to hire our firm to remove the lower existing concrete bulkhead and to construct a replacement bulkhead/sea wall as per the permits. I had the opportunity to review the project and conduct several site visits, of which I informed Mr. Daniele that due to the many offshore large boulders along the shoreline it would not be possible to bring in a barge to do the demolition of the concrete bulkhead/seawall and construct its replacement. I was particularly concerned about potential damage to or loss of our barge, which would be precariously located near the boulders in case any storms arose at the time that the work was proceeding. As a result, Costello Marine is declining to contract to do the job. Should you require any further information on this matter please do not hesitate to contact me at my office(631)477-1199 or on my cell (631) 902-1711. Res ectfully/,� John A. Costello President cc: Anthony Daniele,SoundFront Holdings,LLC Damon Hagan,Assistant Town of Southold Attorney J JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: September 30, 2016 To: Town of Southold Building Dept. Re: Retaining Walls Soundfront Holdings LLC 20275 Soundview Ave. Southold, NY 11971 To Whom It May Concern: An inspection was made certifies at the above mentioned property and the stairs, retaining walls, and platforms were built as per submitted plans, and are built to all state and local codes. If you have any questions, please do not hesitate to contact me. Thank You. OF NEW j, PSS . DE '0 cerely, 7 1 a W Fo do o 7 25� �� s Deerkoski P.E. AR�FESSI0) E E - V OCT e 5 2016 Southold—Town-- Board ownBoard of Tr steel RELEASE AND INDEMNITY AGREEMENT As and for consideration of obtaining access on the adjacent property at 20365 Soundview Avenue, Southold ("the accessed premises"), York owned by CELESTE THEOPHILOS ("RELEASEE"),for waterfront construction at 20275 Soundview Avenue, Southold, New York, SOUNDFRONT HOLDINGS,LLC("RELEASOR"),the owner of the premises 20275 Soundview Avenue, Southold, New York, hereby releases and indemnifies the Releasee from all claims, liability and causes of action that may arise on account of any injury to any of the Releasor's employees, agents, contractors, subcontractors, or any other persons within it control ("authorized personnel") that has or may occur on the accessed premises as a result of work being performed at 20275 Soundview Avenue. Further,the Releasor hereby represents and warrants that all authorized personnel performing services at 20275 Soundview Avenue and having access upon the accessed premises are covered by Workman's Compensation Insurance, which shall remain in effect for as long as they enter upon the accessed premises. The foregoing constitutes the entire agreement between the parties, and there are no other promises, warranties, or understanding between them except as expressly set forth above. Dated: October 12, 2015 SOUNDFR INGS, C By: Anthony R. Dani e, Managing Member D EGE % OCT — 5 2016 CELESTE THEOPHILO a I Southold Town Trus 1 . OFFICE LOCATION: ®'06f ® MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 , Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 o a� Telephone: 631 765-1938 ® Fax: 631 765-3136 OWN,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: September 19, 2016 Re: LWRP Coastal Consistency Review for SOUNDFRONT HOLDINGS, LLC SCTM# 1000-51-4-8 Michael Kimack on behalf of SOUNDFRONT HOLDINGS, LLC request an Amendment to Wetland Permit #8047 and Coastal Erosion Permit #8047C for the existing collapsed steel bulkhead behind concrete seawall and existing damaged concrete seawall to remain; remove the collapsed bluff stairs and steel sheet piling retaining wall from face of bluff; the originally proposed bulkhead with 10' and 20' returns, proposed 47' vinyl retaining wall with 9' and 10' returns, and proposed timber terracing walls on face of bluff were not constructed; for the as-built stabilizing of the concrete bulkhead by placing approximately 1,000 tons of large stones in between the steel bulkhead and concrete bulkhead and top off with 4-6+ stones; as-built gabion return wall along the westerly adjoining property line; cut collapsed steel bulkhead down below finish grade; as-built six tiered retaining wall system, completely integrated, to stabilize slope and protect westerly property line; redesigned bluff stairs to attach to retaining walls; bluff stairs were constructed 4' wide and 45.2' long in lieu of 50' with a 23sq.ft. top landing and a 24.5sq.ft. bottom landing; replaced collapsed brick patio with as-built 176sq ft. natural irregular shaped bluestone patio between dwelling and top retaining wall; as-built 73sq.ft. lower tier bluestone patio; as-built wire fencing along top retaining wall; added fill to terraced areas; a ±450sq.ft. sandy beach area landward of stone bulkhead; re- vegetated void areas with American beach grass and rosa rugosa. Located: 20275 Soundview Avenue, Southold. SCTM# 1000-51-4-8 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the below listed Policy Standards and therefore is INCONSISTENT with LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The as-built construction was not authorized by Board of Trustee permits. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. r� t gpfF04 Peter Young,Chairman y Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 1► Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., September 14, 2016 the following recommendation was made: Moved by Peter Meeker, seconded by John Stein, it was RESOLVED to SUPPORT the application of SOUNDFRONT HOLDINGS LLC to Amend Wetland Permit#8047 and Coastal Erosion Permit#8047C to leave in place concrete bulkhead and steel bulkhead landward. Stabilize concrete bulkhead with heavy stones, construct a 6 tiered retaining wall system to stabilize slope and prevent further erosion. Install gabions as return on western line to hold soil. Redesign staircase and install bluestone patios between house and first tier and on two plateaus. Create beach area, provide beach grass and Rosa Rugosa plantings, install 4' wire fence at top of last retaining wall. Located: 20275 Soundview Ave., Southold. SCTM#51-4-8 Inspected by: Peter Meeker, John Stein The CAC Supports the amendment, however, inconsistent with our original concerns. The hardening of the shoreline and terracing work has been completed and subsequent erosion has affected the area. The CAC did not Support the application in 2013 referencing the Starvation of Southold's Beaches. Vote of Council: Ayes: All Motion Carried Michael A. Kimack E I V ATTORNEY AT LAW EDD11 P.O. Box 1047 fi Southold, N.Y.I 1971 AUG 1 8 2016 Cell No. 516-658-6807 E-mail: mkimack2@verizon.net ouihoid Town Burd f Trustees August 16, 2016 To : Board of Southold Town Trustees Subject: Amendment to Permit 8047 Soundfront Holdings LLC 20275 Soundview Avenue, Southold On February 20, 2013, the board approved a permit for the removal and construction of certain structures on the above referenced property. Said permit was granted a one year extension on January 21, 2015. The original site plan prepared by Jeffrey Butler, P.E. was the basis of the work depicted in the permit. At the time of the design, the adjoining property slope to the west was vegetated and stable. This was the basis of the use of terracing to restore the slope from the proposed new bulkhead to the proposed retaining wall which was meant to create a new top of slope. The following is a time line depicting how conditions on the westerly property changed: 1. June 19, 2012: Site plan by Jeffrey Butler. At this time, adjoining bulkhead on property to the west was entirely intact. 2. October 29, 2012 Hurricane Sandy destroyed approximately 20 feet of bulkhead of adjacent property, which exposed the westerly property line, causing slope to collapse. 3. From Sandy to the Spring of 2015, it is estimated the adjacent property lost in excess of 1000 yards of fill. Conditions on the adjoining property had deteriorated to the point that made the reconstruction of the slope by the use of timber terracing and re-vegetation no longer a viable solution. The slope continued to erode to a point within seven(7) feet of the house, which posed a serious danger that the foundation would be compromised. In addition, the removal of the concrete bulkhead was not possible because the seaward conditions would not allow a barge to conduct the removal work, nor was the property owner able to engage a contractor to accomplish this. With the reality of on site conditions and the threat to the existing structure, amendments to f the plan were instituted in a way that recognized the severity of the conditions. What was constructed was a solution necessary for the severity of the problem that would protect the slope against further Sandy type storms and normal coastal storms. Further, due to the severe 0 0 erosion threatening the structural integrity of the premise, it was necessary to proceed with the work on an emergency basis, which did not allow for the time of seeking an amendment of the permit in advance. The following is a narrative of what had been approved in the permit and what had been amended to meet changed on site conditions: Not Constructed. 1. Construction of 65 linear feet of steel bulkhead with 20 foot and 10 foot returns 2. Removal of collapsed steel bulkhead behind concrete bulkhead 3. Construction of approx. 47 feet of vinyl retaining wall with 9ft. and 10 ft. returns at top of bluff. 4. Construction of timber terrace retaining walls on face of bluff to retain proposed fill and plantings. Not Removed 1. Collapsed steel bulkhead behind concrete bulkhead. 2. Removal of concrete seawall Removed 1. Collapsed staircase 2. Collapsed steel sheet piling retaining wall from face of bluff Amended 1. Stabilize the concrete bulkhead by placing approximately 1000 tons of large stones in between steel bulkhead and concrete bulkhead. Top off with 4-6+ stones 2. Cut collapsed steel bulkhead down below finish grade 3. Construct a six tiered retaining wall system, completely integrated,to stabilize slope and protect westerly property line. 4. Replace collapsed brick patio with natural irregular blue stone from house to top of retaining wall. 5. Redesign stairway to attach to retaining walls. Stairway same width and slightly less in length at 45.2 feet as to the approved length of 50 feet. There are two landings, one at the top is 23 sq.ft. and at the bottom is 24.5 sq.ft. The permit merely refers to landings down the slope. In addition there are two irregular bluestone patios on two tiers. They are 73 sq.ft and 176 sq. ft. respectively. 6. A gabion return wall was constructed at the westerly adjoining propertline to protect the slope from storms until, and at such time, that a new bulkhead and slope restoration was in place. As of this letter, work has commenced on the bulkhead with three retaining walls and two 20 foot returns. The contractor is coordinating with the owner so that a b 1 number of the abions will be removed to accommodate the return along the lower �1 property line #,Et U f0V,'- b;AP 6Vl 3 41�7;VrIVl,�Vb U'W 1 S` r Note: P014 APrOM)11V& M6ttcW7° h",P /I /VGl�l S' � The heavy winds and storms of the winter of 2016 that destroyed the remainder of the 0'�517,Hl/ adjoining property's bulkhead and washed away several more hundred yards of slope. would have washed away the lower portion of the slope from the bottom retaining wall to the concrete bulkhead. Some gabion baskets, weighing 2 tons apiece, shifted slightly from undermining, but held. 7. The permit called for the re-vegetation of the slope with native vegetation with a 10 foot non turf buffer seaward of the Coastal Erosion line. The Coastal Erosion line is at the height of the top retaining wall lying between there and the house. There are five tiers between each retaining wall and the area from the base of the lower wall to the stone ground cover. In this area is planted some 10,000 American beach grass along with some 325 rosa rugosa. 8. A small sand beach area at the base of the retaining wall on the easterly side was constructed . The sand beach is approx. 450 sq.ft. with a retaining wall support structure along its northern and eastern sides. The end result is a restructuring of the badly damaged slope in the only practical way that provides a re-vegetation that will not be compromised by future storms, a top of bank that is in the same location as proposed by the vinyl retaining wall but with a stronger structure and a re- strengthened concrete bulkhead to withstand storm events. Sincerely yours, Michael A. Kimack, Agent ��f SU�� Town Hall Annex John M.Bredemeyer III,President /y� Michael J.Domino,Vice-President '`� l0 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Q mac► ® �� Telephone(631) 765-1892 Charles J.Sanders,Trustee Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD APPLICATION FOR AN AMENDMENT TO A WE E "7 nD1 AUG 10 2016 0uth01tl Town r DATE02 OWNER S fy ,TMK2S'PHONE CLC MAILING ADDRESS AGENT iy/0/96L ,C /,-//�!!1 lJG PHONE J16 63 6A17 ADDRESS P 0. ffel /D rl 1'D 07-1,1 044 ooV,X /Z 9 7Z PROPERTY LOCATION ?0275� .l'OUNP1/1,o!5W,dVT 6MV_6V_ajA1Y/1975 TAX MAP NO. /d o O a4-- O 48 OJVe &jCt14Fi ,Q_ C//l�C,�_request an Amendment to Permit#&g�g7l6CW7 C to ,4,64yz //I//'l qC.4 ('o vC3P J� .�Pv&,V P 0.IT�.EZ J -7,° ia.r .r1 i • .. • 1 nIl/1 i✓ •.► /"i•�"7 I.l b 017/7 f''1(f�/1� ��J/HG� Tt/RN &Vcv,E 'EE'rV LIAMF 7'"v /-/d 1'6�c, ,mac-.b,�S/G as/ n��fJ�of�✓'o�ll��/�,�/d S' ��J /�d AIVp B,¢e P9oY1 •cR-',4,r0 1v�mz-c 4 u ��RGw ,VirAv6s, Signed By: PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 5-1-4-7 111 Cl W02- 41M ,gyp "e- .?,p 1W.17,- . 1'y%9"3 b y6Z4,VA,4 144 /'e-r N'eLU Yaw, my 16016 9 e f W,1 5 rad , 0AVA 0s a -14 e/�. f,0 v'vn v C GU .0 V.— Sd .14 C&4 VPI.V pU•c'i X4 ,rov oar, iv-)' 11971 "STATE OF NEW YORK COUNTY OF SUFFOLK ff-laxer .1 &1&4 ek , residing at p, 0 l D97 04UA14 14 bein duly sworn, deposes and says that on the day of�e�r , 20/. , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at P607,-VQLP , that said Notices were mailed to each of said persons by CERTIFIED MAILIRETURN RECEIPT. 7udi Sworn to before me this Day of � i%114i i , 201(® i Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK No: OID1475593 Qualified in Suffolk County RAV Commission Expjl,qs April 30, 20)uQ i N i `? Cenifled Mad Fee 6."0971 Extra SeNlces&Fees(check box,add fee aga$o t �� V°7 aLr a ❑Retum Receipt(hardcopy) $ r�' l �� ❑Return Receipt(electronic) $ ) � ¢�stma 0 []Certified Mail Restricted Delivery $ l}lere C3 []Adult Signature Required $ []Adult Signature Restricted Delivery$ O Postage Ln $�1.d8. 2Gj r- $ Total Postage and s 6 $ i .d8 ..� J] Sent To cd. ® Ah --O-P o ------- �V Z// D�h�J� Streetanor PO Box -- r- `y0--- -- n------------------------------- Crty,State,ZIP � e CO Certified Mail Fee � �) E'CO $ 119711•� Extra Services&Fees(check box,add fee �'�' O? M _❑Return Receipt(hardcopy) $ � ❑Return Receipt(electronic) $- s.`s°, I � ® y� rP°d❑Certrfied Mad Restricted Delivery $ mark �l ` H re � C3 []Adult Signature Required $ . J ❑Adult Signature Restricted Delivery$ ' C3 Postage ge $13.68 =t Total Postage and F gs 68 4/2016 Sent To OO C3 Street pI Np.-or P o 55/�i'1 �• -------cps -.�}.:pr_s-�•3a ------ City tate.ZlP#4®-._ ,---;---- 0 9 ~ rq I rq Be SOTTHOL > 7 ' 11x91• Il` • 4t ' I CO r Ce�Servlces $3.30 _ Cig71 rp Extra &Fees(check box,add fee a r ID _� 103 C3 ❑Return Receipt(hardcopy), $ ❑Return Receipt(electronic)• $ 3 ❑Certified Mall RestrictedDelivery $ t 0 0 []Adult Signature Required $ []Adult Signature Restricted Delivery$ '` - �• L7 Postage = L7 $ $11.68 '- a O Total Postage and Fees 1 lel � ,��1 $ $6.68 —0Sent To I, C'L U1�J ll�i'll -------- Street a d--t. o or Box o _ __ -----•--------- Crty--at ' :°° r e° r°e•r COMPLETE THIS SECTIONON DELIVERY COMPLETE A Signa ■ Complete Items 1,2,and 3 ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received ed Name) C Date of Delivery ■ Attach this card to the back of the mailpiece, � V� cello -/6 or on the front if space permits. ❑Yes 1. Article Addressed to. D Is delivery address different from item 1. �,�� If YES,enter delivery address below: ❑ No �r�^ 3 Service Type 0 Priority Mail Express@ II lllll llll lllllllllllll ll ll'll l�lllll�ll 111 ❑Adult Signature 0 Registered MailTM py�dult Signature Restricted Delivery ❑Registered Mail Restricted ertifiad Mad@ Delivery ❑Certified Mail Restricted Delivery I�ieturn Receipt for se 9590 9401 0015 5205 9785 82 Signature Co ❑Collect on Delivery ❑Signature GonfirmationT"' (Transfer from service label) 0 Collect on Delivery Restricted Delivery 0 Signature Confirmation 2 Article_Number(T_ _ —_— 0 Insured Mail Restricted Delivery 7 016 0750 0020 8948 4638 0 Insured Mad Restricted Delivery (over$500) Domestic Return Receipt -)S Form 3811,April 2015 PSN 7530-02-000-9053 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete Items 1,2,and 3. A Signature El Agent ■ Print-your name and address on the reverse X l/V r so that we can return the card to you. �4ddressey ` ■ Attach this card to the back of the mailpiece, B. Received by(Panted Nam , C. D7�41(�of Devery or on the front if space permits 1 Article Addressed to D Is delivery address different from item 19 ❑Yes If YES,enter delivery address below: ❑ No 40 C)A4 ,41?ro�i�, /►�Y //HOZ ^,. 3 Service Type 0 Priority Mail Express@ II I IIIIII IIII III II II I II I II II I I'll I I II I III II III 0 Adult Signature ❑Registered MailTM Adult Signature Restricted Delivery 13 Registered Mail Restricted Certified Mad@ Delivery 0 Certified Mail Restricted Delivery Return Receipt for 9590 9401 0015 5205 9785 75 0 Collect on Delivery Merchandise 0 Collect on Delivery Restricted Delivery 0 Signature ConfirmatlonT" 2 Article_Number(Transfer from service label) ZI Insured Mad ❑Signature Confirmation 7 016 0750 0000 8948 4621 7 Insured Mail Restricted Delivery Restricted Delivery (over$500) PS Form 3811,April 2015 PSN 7530-02-000-9053 r Domestic Return Receipt �0 .` John M. Bredemeyer III,P residentyo�OSUfFot��oG Town Hall Annex Michael J. Domino, Vice-President 4�� y�� 54375 Route 25 Glenn Goldsmith ca P.O. Box 1179 A. Nicholas Krupski y �7 Southold, NY 11971 Charles J. Sanders 4� �� Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD - - BOARD OF TRUSTEES-:-TOWN-OF-SOUTHOLD - - --------------------------------------------------------------- In the Matter of the Application of SOUNDFRONT HOLDINGS, LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I,41Y L' d�,LC/ 9 /. , residing at/dba f' p_ ,)c _ - �QFf7 _P 0 0 rW aGD ivy 1197/ being duly sworn, depose and say: That on the/0 day of 1'�',dl� , 2019, I personally posted the property known as by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 21, 2016. Dated: �G��f�i (signature) Sworn to before me this day of Z6Pr2QP 4fc f}( Notary Public DIANE DISALVO NOTAIY PUBLIC-STATE OF NEW YORK No. O1 D1475593 0013I1fied in Suffolk County My Commission Expires April 30, 20 fg NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: SOUNDFRONT HOLDINGS, LLC SUBJECT OF PUBLIC HEARING : For an Amendment to Wetland Permit#8047 and Coastal Erosion Permit#8047C for the existing collapsed steel bulkhead behind concrete seawall and existing damaged concrete seawall to remain; remove the collapsed bluff stairs and steel sheet piling retaining wall from face of bluff; the originally proposed bulkhead with 10' and 20' returns, proposed 47'vinyl retaining wall with 9' and 10' returns, and proposed timber terracing walls on face of bluff were not constructed; for the as-built stabilizing of the concrete bulkhead by placing approximately 1,000 tons of large stones in between the steel bulkhead and concrete bulkhead and top off with 4-6+stones; as-built gabion return wall along the westerly adjoining property line; cut collapsed steel bulkhead down below finish grade; as-built six tiered retaining wall system, completely integrated, to stabilize slope and protect westerly property line; redesigned bluff stairs to attach to retaining walls; bluff stairs were constructed 4' wide and 45.2' long in lieu of 50'with a 23sq.ft. top landing and a 24.5sq.ft. bottom landing; replaced collapsed brick patio with as-built 176sq.ft. natural irregular shaped bluestone patio between dwelling and top retaining wall; as-built 73sq.ft. lower tier bluestone patio; as-built wire fencing along top retaining wall; added fill to terraced areas; a ±450sq.ft. sandy beach area landward of stone bulkhead; re-vegetated void areas with American beach grass and rosa rugosa. Located: 20275 Soundview Avenue, Southold. SCTM# 1000-51-4-8 TIME & DATE OF PUBLIC HEARING : Wednesday, September 21, 2016 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file.(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 B ' rd of Trustees Applicatio, _ss J AUTHORIZATION (where the applicant is not the owner) I,SbuiVl,,0i1--1ZONr-1{Olb/NGS, [CC. residing at (print name of owner of property) (mailing address) do hereby authorize (Agent) Al/ W-04& 4. A: /M to apply for permit(s) from the Southold Board of Town Trustees on my behalf. Saurva F,e ING.% GGC (Owner's signature,)r� , (3y �Nf'[torcr,� �`- ( 4n�e(� 1 budrd of Trustees Applicatiou AFFIDAVIT ,Q ,ryOrVY DAN/�L.��/"l /•9G/s✓G �J.E/LIF, BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Prope Owner .4N7VV®1VY A /z�e�, sy'.NN/� SWORN TO BEFORE ME THIS f�DAY OF 20 MICHAEL A.KIMACK 140TARY PUBLIC,STATE OF NEW YORK Registration No.02KI5056823 Qualified in Nassau County Commission Expires March 11,2018 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 ppssible conflicts of interest and allow it to take whatever action is necessary to avoid same. / YOUR NAME: (Last name,first name,diddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee _ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest_"Business 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 ofthat person Describe the relationship between yourself(the applicantlagent/representative)and the town officer or employee.Either check the appropriate line A)through D)'andlor 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 nota corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day ofAL5 & Signature .Print Name �'I/C/J Form TS 1 f J 1 61Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -Project Information. The applicant or project sponsoras responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: YOVIVP, dAlr 06Ps P&/L r sLe "5 0 0 Project Location(describe,and attach a location map): ?42 GU - _ P o � Brief Description of Proposed Action:4V_- InERh/T moo¢ ?c, v.�/N o C. J'/'&EG 8vtka AD WM'/zdF core 4fVi&'V'0'v LNI-AV 1000 rrnis fir AH yYY�oa s oo:v UTA 6 ?iez � Ad'4a Z. fT. f0MIL 4F.+&M1 rig i7hse/e IYvPle f'RWV,t.!/�i�7'/Q x,EpeP1aN Xxvor /,� /6 414 ell AMM'e-rT *k3 x6•J�,l�q_d�J7�N,E.S�P R ir>i2.v� % �4 D f a�F Sze rvA✓E G'YLD�1/ R3/L �?OJ"!oU• XQeV J'/�N #WP <cN►�y�uC '4�: r.w B C/ 0 .4 0, 2 ! 1W 44MVIAIW? V'C' 23 S AT -4r ? Yn �CvRGa J1jo _Ypr OG CKdr,#g/ JX-W), Md v/or /o,ooG 40 OJ UG o.S1� PL rs wf trr�w io N� 0,4 73 FT f g ig G a a�1 *6 R� �r76 r Ar-.-0 £AHA L 6 V Ar 09.0 4 u .J"'w.-Vc— ACo1/G ame of Applicant or Sponsor: Telephone: 6 Address: Q City/PO: State: Zip Code: ,s- ��97 e 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 El be affected in the municipality and proceed to Part 2. If no,continue to question 2. 68d2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and pen-nit or approval: ❑ 3.a.Total acreage of the site of the proposed action? a—V-" acres b.Total acreage to be physically disturbed? a<J 1 acres 4(W6Rx eOMoIFT� c.Total acreage(project site and any contiguous properties)owned, or controlled by the applicant or project sponsor? -a 3" acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) [:]Industrial ❑Commercial WResidential(suburban) El Forest ❑Agriculture ' EJ Aquatic ❑Other(specify): ❑Parkland A Page 1 of 4 5. is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ Lm Elb. Consistent with the adopted comprehensive plan? - ElILS5 ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ® El c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ® ElAIM 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: f/4 El 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: /V114 M ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? (q�;' ❑ b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: VIM 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: 06 Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland El Urban XSuburban 15.Does the site,of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ® ❑ 16.Is the project site located in the 100 year flood plain? NO YES SDA LMA&D Z d 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 IClliX 1:1 b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: A11A ;JNO DYES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other.liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 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: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: F] UN- I AFFIRM THAT THE INFORMATION PROVIDED ABOVE 1S TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: q / Date: Signature: �/f� (/1• �< � 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 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted'land use plan or zoning ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ �j( establishment of a Critical Environmental Area(CEA)? LJJ 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate �j� U reasonably available energy conservation or renewable energy opportunities? EJ U 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? Er 11 8. Will the proposed action impair the character or quality of important historic,archaeological, ET n architectural or aesthetic resources? LJ 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ �j problems?' u 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative'impacts. a . F] 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. 1 ElCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmennjtfiI i pacts. Town of Southold-Board of Trustees r J q� Name of Lead Agency - Date President- Print or Ty .Name of Responsible Officer in Lead Agency- Title of Responsible Officer S' atureofptsAponskeOfficLea Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Town of Southold LVWRP CONSISTENCY ASSESSMENT FORM ! A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,,the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated- as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. --- -B.----DESCRII'TION-OF STI' AND-PROPOSED ACTION---- _--- ._ ----- -------- ----- ..- - - --- - ------- --- -- - (CTM#-�— — -- - PROJECT-NAME^S'O VNQ A/2 dN p' &OCZ/ C The Application-has-been submitted to(check-appropriate-response): Town Board ❑ Planning Board❑ Building Dept: ❑ Board of Trustees I. 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: . E lr 8v4�/eo47e , c5pv� )iy 044 CW c�oNc. R/`7mJVl�a l'r'�,EL BfiL i E�lp �N#,0 jW AV J'T/tB/L 6Z•� ��v e. BV Nature and extent of a o :� � ' �N irl�Coco TaNJ" v , igvy sTo,VES: CO3V rr,PUC7-4 6 V".Ev RATA/,✓/1vG/,v. L 9a2.g ate- ' �r � l �� 4 AwugNrFumZhW ,axafio�v. JVry-A41_ /6 G/•�gl oiV �, &-47.S' u//q"-6••17 VA1,6r JW_; �P61V"l �A o Ti- fu.F�� n�� /2 do UJB WCJ"Jo/1/ eX,01L j5/2 6.rldyV. k'�G,ArlrI6IV.�N,D CDNJ'AUCT43-21.IN r-rAJX(--AjV 4q C/ i0.9L�4a�0 -F0 A77 �� C �4 4vI3S YPr Ac C4050..v r#M.12 ��o I✓/D;E �o oat.�,�,�a�ib> C-.R'A-S , Z RO5i4 G6 is _ ,AGN AW4 r'6 p Gu �L.. fNl'o/KL 7�,!'Q.�i o� �BGU�1�ToN� /J o alv J9 6 � .�.��. >.ft<rrA42 6o�T O q �UIk 6=�lVC,� Location of action: 2 D?7,5" -PC PNP VIZ:W Wh1 , YOV- iOl p 'Site acreage: Present land use: Present zoning classification: R- 40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: • SD U,�� Pt' BOLD/JI!(7S LAG (b) Mailing address: (c) Telephone number:Area Code( ) (d) Application number,if any: F047- -JA6147 C Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? - -C�Evaluate the---ro'ect-to the followin - olicies--b -arias in -how the ro ect-will further su ort or-- P J g P Y �� g P .� PP 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 theTownof 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. RjYes ❑ No ❑ Not Applicable Wigs Pa v,5 T'a V_SsvW Trow& IEV16 _Z!� 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 t,54 Not Applicable f Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of,Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable Z Told/- 67 GZ&L 1'YJ 212e l GUZZ2VZ�-97 V at�T�ZTz�16rt '/-�2 dA o� Uhl c yam/ S T>, 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 S through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable OALMV(JaZ-7 :V 42:51 AN 441 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 ; 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 Apl ,. '1ible ?Y s4►� T.S'/ / G 600L L E d 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. ti F] Yes F] NoD4 Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substancesand wastes. See LWR-P Section III—Policies; Pages 34 through 38 for evaluation criteria. _ ��es__L-1._Na_hl_1vo#_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. El YeD Nox Not Applicable Attach additional sheets if necessary i WORKING COAST POLICIES_. - Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 9 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. KA 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 fa�ev-aluation-triter-ia. - ----- --------------------- --- Yes ❑ No 19 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 9 Not Applicable PREPARED BY -j��y��L TITLE DATE za/� LJ EN-CONSULTANTS February 3, 2015 Board of Trustees _ . -- Town of Southold P.O. Box 1179 Southold,NY 11971 Attn.: Elizabeth Cantrell Re: SoundFront Holdings,LLC -Wetlands & Coastal Erosion Permit Nos. 8047 & 8047C Dear Ms. Cantrell: In satisfaction of Term and Condition #8 of the captioned permit, the required Declaration of Covenant was recorded in the Office of the Suffolk County Clerk on February 3, 2015. A copy of the recorded document is enclosed for your file. Re e fully yours, m Steph Enclosure cc: SoundFront Holdings, LLC 1319 North Sea Road I Southampton,New York 11968 1p6312836360lf6312836136 www.enconsuitants.com environmental consulting CC# . C15-3868 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 02/03/2015 under Liber D00012805 and Page 854 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 02/03/2015 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL 2015 _. _ '7 T% SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 02/03/2015 Number of Pages: 4 At: 10 :13 : 11 AM Receipt Number : 15-0013280 LIBER: D00012805 PAGE : 854 District: Section: Block: Lot: 1000 051 .00 04 .00 008 .000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20 .00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO TP-584 $0 .00 NO Notation $0 .00 NO Cert.Copies $5 .20 NO RPT $60 . 00 NO Fees Paid $125 .20 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County . `. . . RECORDED Number of pages 2015 Feb 03 10.-13-.IJ AM JUDITH A. PASCALE CLERK OF 'hj ' docun-l(,nt will �")e public SUFFOLK COUNTY P 854 Deed Mortgage Instrument Deed[Mortgage Tax Stamp Recordingl Filing Stamps 3 FEES Page/Filing F I ee a Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. EA-52 17(County) Sub Total 90 Spec./Add. EA-5217(State). TOT.MTG.TAX R.P.T.S.A. Dual Town Dual County Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Mansion Tax Affidavit Ce,rti I fi.e.dCopy.. 75 X The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other Grand Total Q 8 If NO, see appropriate tax clause on page# of this instrument. 2867669 1000 05100 0400 008000 — Real Property R SMI A Consideration Amount $ Tax Service 26-JAN-15 Agency CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD 1319 North Sea Road Southampton,NY 11968 TD Mail to:Judith A. Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name 8,1 Suffolk County Recording 9 Endorsement Page This page forms part of the attached ech)Q 62:� made by: (SPECIFY TYPE OF&TRUMENT) SoundFront Holdings,LLC The premises herein issituated in SUFFOLK COUNTY,NEW YORK. � TO |ntheTOVVNof Sothold Town of Southold |nthe VILLAGE orHAMLET of Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. DECLARATION OF COVENANTS THIS DECLARATION made this"day of , 2013, by SoundFront Holdings, LLC, whose address is in care of the Law Offices of Anthony R. Dai alb, 75;IZ66(efeller Plaza, 16'x' or, New York,NY 10019 hereinafter referred to as "DECLARANT": II ;+:� WITNESSETH: ' -- ---- _ _ Jl.. , Ti11i rt I f (t. WHEREAS, DECLARANT is the owner of certain real property lodated at 20211-Spun ' Avenue, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 51, Block 4,Lot 8, which is more particularly bounded and described as set forth in Schedule "A" annexed hereto,hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a ten-foot wide"nonturf buffer" be established and maintained seaward of the Coastal Erosion Hazard Area boundary, NOW,THEREFORE,the DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained seaward of the Coastal Erosion Hazard Area boundary on the subject premises a ten-foot wide "nonturf buffer" as defined by Chapter 275 of the Town Code; and 2) These covenants shall run with the land and shall be binding on the DECLARANT, its heirs, assigns, purchasers, or successors in interest and may be modified only upon resolution of the Board of Trustees. IN WITNESS WHEREOF, the owners have duly executed this instrument this/4 �da of Y 2013. SoundFront Holdings,LLC Anthony ffanKe,Managing Member STATE OF yew //1 g ss: COUNTY OF On the day of & , in the year 2013, before me the undersigned, a Notary Public in and for said State, personally appeared Anthony Daniele, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that lie executed the same in his capacity, and that by his signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. Notary Public EsTELLE GINSBERG Platary Public, State of New York Qualified in Queens County ®mmissien Expires November 36,•g614 2 SCHEDULE A All that certain,plot, piece or parcel of land with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County Suffolk and State of New York, bounded and described as follows: BEGINNING on the Northerly side of Sound View Avenue at a point where the same would be intersected by a line running North 3 degrees 23 minutes 00 seconds East from the Northerly side of Sound View Avenue to mean highwater mark of Long Island Sound at a distance throughout its length of 66 1/2 feet from the Easterly boundary of land of C.Poey; RUNNING THENCE from the said point of beginning along the line just mentioned to mean high water of Long Island Sound; THENCE RUNNING in an Easterly direction along the mean water mark of Long Island Sound to a line parallel with the first mentioned line and distant therefrom 66 1/z feet; RUNNING THENCE in a Southerly direction along the line just mentioned to the Northerly side of Sound View Avenue; and RUNNING THENCE in a Westerly direction along the Northerly side of Sound View Avenue to the point or place of BEGINNING. TOGETHER with all right,title and interest of the part of the first part, if any, in Sound View Avenue to the center line thereof opposite and adjacent to said plot or parcel of land and in and to the beach and lands under water of Long Island Sound in front thereof. 3 CC# : C15-3867 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 02103/2015 under Liber D00012805 and Page 853 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 02103/2015 SUFFOLK COUNTY CLERK (:;7— a JUDITH A.PASCALE SEAL I IIIIIII IIII ILII VIII VIII VIII VIII VIII VIII IIII IIII 111111 VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 02/03/2015 Number of Pages: 8 At: 10 :13 :11 AM Receipt Number : 15-0013280 LIBER: D00012805 PAGE : 853 District: Section: Block: Lot: 0900 043. 00 02 . 00 011 .000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $40 .00 NO Handling $20 . 00 NO COE $5. 00 NO NYS SRCHG $15 . 00 NO TP-584 $0 .00 NO Notation $0 .50 NO Cert.Copies $5 .20 NO RPT $60 .00 NO Fees Paid $145 . 70 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County John M.Bredemeyer III, President �*0f SO(/PyQ Town Hall Annex Michael J. Domino,Vice-President �O l0 54375 Main Road ,per P.O.Box 1179 James F. King,Trustee C Southold,New York 11971-0959 Dave Bergen,Trustee �l� �� Telephone (631) 765-1892 Charles J. Sanders,Trustee OWN Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 21, 2015 Mr. Robert E. Herrmann En-Consultants , 1319 North Sea Road Southampton, NY 11968 RE: SOUNDFRONT HOLDINGS, LLC 20275 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 51-4-8 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 21, 2015: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit#8047 and Coastal Erosion Hazard Permit#8047C, as issued on February 20, 2013. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, John M. Bredemeyer III President, Board of Trustees JMB/amn 0,1/21/2015 10:29 FAX 6312836136 EN-CONSULTANTS,INC. 001 1319 North Sea Road En-Consultants Manta Southampton, NY 11968 Phone: (631)283-6360 Fax: (631)283-6136 Email: kstephens@enconsullants-com Fax To: Amanda/Elizabeth From: KIM Fax: 631-765-6641 Pages: 4(INCLUDING COVER) Phone: 631-765-1832 Date: 1/21/2015 Re: SoundFron, Holdings, LLC CC: #1000-514.8 Q Urgent ❑ Fr r Review ❑Please Comment ❑Please Reply ❑Please Recycle a Comments: Following for your reference is a copy of the signed and notarized Declaration of Covenants. We wilt record the document in the Office of the SuffQlk County Clerk next week and provide you with a c apy of the recorded document at time. iL JAN 2 1 2015 `. 0=4/21/2015 10:29 FAX 6312836136 EN-CONSULTANTS,INC. 16002 DECLARATIO, OF COVENANTS THIS DECLARNION made this,146day of114r ' 2013, by SoundFront Holdings, LLC, whose address is in ;are of the Law Offices of Anthony R. Daniele, 75 Rockefeller I]laza, 166' Floor, New York,NY 10019 hereinafter referred io as"DECLARANT": WITNESSETH: WHEREAS, DECLARANT is the owner of certain real property located at 20275 Somidview Avenue, Town of Southold, Count(-of Suffolk, State of New York,described in the Suffolk County 7'ati Map as-District 1000, Section 51,Block 4 Lot 8,which is more particularly bounded and described as set forth in Schedule"A" annexed hereto,hereinaficr referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the board of"Trustees of the Town of Southold (herei rafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various aetivities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT therefore made application to the Trustees for a permit, pursuant to the Wetlands Law of the Towr of Southold to undertake certain regulated activities;and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that n ten-foot wide"nonturf buffer"be established and maintained seaward of the Coastal Erosion Hazard Area boundary, NOW,THEREFORE,the DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained seaward of the Coastal Erosion Hazard Area boundary on the subp-,ot premises a ten-foot wide"nonturf buffer" as defined by Chapter 275 of the Town Code;and 1 01/21/2015 10:30 FAX 6312836136 EN-CONSULTANTS,INC. 11003 } 2) These coveiiant's shall run with the land and shall be binding on the DECLARANT, its heirs, assigns, pun-,hasers, or successors in uateirest and may be modified only upon resolution of the Hoard of Tri istees. IN WITNESS WHEREOF, the owners have duly executed this instrument this oKff day of / 013. SoundFront Holdings,LLC Anthony an e,Managing Member STATFE OF Alew /Qle01 ss: COUNTY OF AIM >l!-t Oil the day ofgLA�, in the year 2013,before me the undersigned,a Notary Public in and for said State, person illy appeared Anthony Danieie, personally known to me or proved to me on the basis of satisfactory-evidence to br:ft individual whose name is subscribed to the within instrument and acknowledged to me that he executed the Sane in his capacity, and that by his signature on the instrument, the individual or the person on behalf of which he individual acted,executed the instrument. Notary Public EMELLE OINSBER4 1 ►Y No(G1'C3i472 3 Now Yolk Qualified In Queens Courtnityy (km'"lealon Expl as N0vemtgr9Or gog 2 1 P Q1/21/2015 10:30 FAX 6312836136 EN-CONSULTANTS,INC, 0 004 v i � SCHEDULE A All that certain, plot, piece or parcel of land with the buildings and improvements thereon erected,situate, lying and being in the Town of:,outhold,County Suffolk and State of New York,bounded and described as follows_ BEGINNING on the Nottl erly side of Sound View Avenue at a point where the same would be intersected by a line running Not 3 degre nns 23 minutes 00 seconds East from the Northerly side of Sound View Avenue to mean highwater mark of Lang Island Sound at a distance throughout its length of 66 `/2 feet from the Easterly boundary of land of C.Por y; RUNNING THENCE front the said point of beginning along the line just mentioned to mean high water,of Long Island Sound; THENCE RUNNING in ai Easterly direction along the mean watermark of Long Island Sound to aline parallel with the first mentioned Bite and distant Therefrom 66 '/A feet; RUNNING THENCE in a Southerly direction along the line just mentioned to the Northerly side of Sound View Avenue;and RUNNING T1iENCE in a Westerly direction along the Northerly side of Sound View Avenue to the point or place of BEGINNING. TOGETHER with all righ title and interest of the part of the first part, i f any, in Sound View Avenue to the center line thereof opposit-,and adjacent to said plot or parcel of land and in and to the beach and lands under water of Long Island Som d in front thereof" `/ John Bredemeyer, President �ogUFFD(,� Town Hall Annex Michael J. Domino, Vice-President ��° °ay 54375 Route 25 James F. King ti P.O. Box 1179 Charles J. Sanders • Southold, NY 11971 Dave Bergen �! ,� �a°� Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Fie d Inspection/Work Session Report Date/Time: �\ 1 Y En-Consultants on behalf SOUNDFRONT HOLDINGS, LLC requests a One-Year Extension to Wetland Permit #8047 and Coastal Erosion Hazard Permit#8047C, as issued on February 20, 2013. Located: 20275 Soundview Avenue, Southold. SCTM# 51-4-8 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: Present Were: ZJ. Bredemeyer__ZM. Domino /J. King ZC. Sanders D. Bergen Bay Constable Other Form filled out in the field by 1 7 Mailed/Faxed to: Date: MARTIN D.FINNEGAN j�- �` SCOTT A.RUSSELL TOWN ATTORNEY Supervisor martin.finnegan@town.southold.ny, E S JENNIFER ANDALORO Town Hall Annex, 54375 Route 25 ASSISTANT TOWN ATTORNEY P.O.Box 1179 jennifer.andaloro@town.southold.ny.us Southold,New York 11971-0959 LORI M.ElULSE yo Telephone(631) 765-1939 ASSISTANT TOWN ATTORNEYCOU '� Facsimile(631) 765-6639 lori.hulse@ town.southold.ny.us p E EDVE OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD M AY - 3 2013 Southold Town Nsrd Of Kim Stephens May 3, 2013 En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: Soundfront Holdings,LLC,Wetlands Permit No.8047& 8047C 5C' -Ll-Fs Dear Ms. Stephens, I have reviewed the Declaration of Covenants draft you submitted to this office with respect to the above referenced application concerning the ten foot wide non turf buffer to be established and subsequently maintained seaward of the Coastal Erosion Hazard Boundary. The covenants and restrictions document must be executed and filed with the County pursuant to§275-10(K)of the Southold Town Code. Please note that a copy of this document or, in the alternative, a sworn statement attesting to the filing is to be presented to the Office of the Board of Trustees within 90 days of issuance of the permit. Regards, Lori Assistant Town Attorney Cc: Board of Trustees t s i James F.King,President �� Q(��'oG� Town Hall,53095 Main Rd. Bob Ghosio,Jr.,Vice-President o P.O.Box 1179 Dave Bergen w Southold,NY 11971 John Bredemeyer o • Telephone(631)765-1892 Michael J.Domino0,( .�,aFax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1St day of construction % constructed �/ Project complete, compliance inspection g Anmlawwo ga oil BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT N0. 8047 DATE: FEBRUARY 20, 2013 ISSUED TO: SOUNDFRONT HOLDINGS, LLC PROPERTY ADDRESS: 20275 SOUNDVIEW AVENUE, SOUTHOLD eaee SCTM# 51-4-8 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 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 February 20,2013,and in consideration of application fee in the sum of$500.00 paid by En-Consultants or 9 authorized waiver of Town Board and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct approximately 65 linear feet of steel bulkhead with 20' and 10' returns at toe R of bluff in-place of(and±12"higher than)existing storm damaged concrete seawall to be removed; remove existing collapsed steel sheet piling wall from behind concrete seawall;construct approximately 47 linear feet of vinyl retaining wall with±9'and±10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain 4! upland soils during construction;construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings;re-nourish bluff face with approximately 130 cubic yards of clean sandy fill to be trucked in from an approved upland source; re-vegetate bluff face with native vegetation; remove collapsed stairway and construct new 4,x50'stairway with landings down bluff face;construct 5'x6' landing and 4'x12'steps to beach off proposed bulkhead; replace collapsed brick patio on grade behind proposed retaining wall;and establish approximately 10' wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary;with the condition that additional clean fill can be brought in if the proposed 130 cubic yards is not sufficient to restore bluff;and as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated November 7,2012,and stamped approved on February 20,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. 4 low 1-6�7/_ 1 4, M1 _J Po f ............ S" TERMS AND CONDITIONS The Permittee Soundfront Holdings LLC residing at 20275 Soundview Avenue, Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Pennittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10.. That the Permittee will obtain all other pen-nits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. I James F.King,President �OF 110Ury Town Hall Annex ob Ghosio,Jr.,Vice-President ,`O �� 54'375 Main Road Dave Bergen P.O. Box 1179 John Bredemeyer Southold, New York 11971-0959 ' rn y� Michael J. Domino Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#8047C Applicant/Agent: En-Consultants Permittee: Soundfront Holdings, LLC SCTM#: 51-4-8 Project Location: 20275 Soundview Avenue, Southold Date of Resolution/Issuance: February 20, 2013 Date of Expiration: February 20, 2015 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To construct approximately 65 linear feet of steel bulkhead with 20'and 10'returns at toe of bluff in-place of(and±12"higher than)existing storm damaged concrete seawall to be removed,remove existing collapsed steellsheet piling wall from behind concrete seawall,construct approximately 47 linear feet of vinyl retaining wall with t9'and±10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be trucked in from an approved upland source;remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction;construct timber terrace retaining walls on face of bluff to retains proposed fill and plantings;re-nourish bluff face with approximately 130 cubic yards of clean sandy fill to be trucked in from an approve d upland source;re-vegetate bluff face with native vegetation;remove collapsed stairway and construct new 4'x50'stairway with landings down bluff face,construct 5'x6'landing and 4'x12'steps to beach off proposed bulkhead;replace collapsed brick patio on grade behind proposed retaining wall,and establish approximately 10'wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary;with the condition that additional clean fill can be brought in if the proposed 130 cubic yards is not sufficient to restore bluff;and as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated November 7,2012,and stamped approved on February 20,2013. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: Additional clean fill can be brought in if the proposed 130 cubic yards is not sufficient to restore bluff In accordance with Chapter 111-15 Erosion Protection Structures: XX A maintenance agreement is attached hereto and is a necessary special- condition of this permit. BY: James F. King, President Board of Trustees li James F.King,President Mfg soUry Town Hall Annex Bob Ghosio,Jr.,Vice-President �Q� 0l0 54 Main Road P..O.O.Box 1179 Dave Bergen >> Southold,New York 11971-0959 John Bredemeyer G Q � �p Telephone(631)765-1892 Michael J. Domino Q Fax(631) 765-6641 '00UN11 r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTIHOLD TOWN CODE I (We) Soundfront Holdings LLC The owners of record of property at: 20275 Soundview Avenue, Southold, New York SCTM#: 1000-51-4-8 i� applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: to construct approximately 65 linear feet of steel bulkhead with 20'and 10'returns at toe of bluff in-Place of(and±12"higher than)existing storm damaged concrete seawall to be removed;construct approximately 47 linear feet of vinyl retaining wall with t9'and t10'returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be trucked in from an approved dplarid source•remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction:construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings;re-nourish bluff face with approximately 1130 cubic yards of clean sandy fill to be trucked in from an approved upland source:re-vegetate bluff face with native vegetation:and establish approximately 10'wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary, as shown on the attached licensed survey and/or site plan for the approved structure. 11 is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of rustees.We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon finding by the Board of Trustees that said lack of maintenance would risk life, property or Important natural resource features. 5due,d Notarized signatu a of owner of record �Y 121,vIel-- ESTELLE GINSBERG Notary-Public Notary Public,State of New York _ No.01 G14728346 = Oualified in Queens County Commission Expires November 30.2014 - This maintenance agreement'shall only'be valid upon the attachment of a licensed'land, survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. James F.King, President QF 50(/�y Town Hall Annex Bob Ghosio,Jr.,Vice-President ,�0� ®lO 54375 Main Road P.O.Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G O O@ Telephone(631) 765-1892 Michael J. Domino Q �4U�yFax(631) 765-6641 NTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 20, 2013 Mr. Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: SOUNDFRONT HOLDINGS, LLC 20275 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 51-4-8 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 20, 2013 regarding the above matter: WHEREAS, En-Consultants on behalf of SOUNDFRONT HOLDINGS, 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, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated January 25, 2013, 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 February 20, 2013, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation-submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of SOUNDFRONT HOLDINGS, LLC to construct approximately 65 linear feet of steel bulkhead with 20' and 10' returns at toe of bluff in-place of (and ±12" higher than) existing storm damaged concrete seawall to be removed; remove existing collapsed steel sheet piling wall from behind concrete seawall; construct approximately 47 linear feet of vinyl retaining wall with ±9' and ±10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be,trucked in from an approved upland source; remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction; construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings; re-nourish bluff face with approximately 130 cubic yards of clean sandy fill to be trucked in from an approved upland source; re-vegetate bluff face with native vegetation; remove collapsed stairway and construct new 4'x50' stairway with landings down bluff face; construct 5'x6' landing and 4'x12' steps to beach off proposed bulkhead; replace collapsed brick patio on grade behind proposed retaining wall; and establish approximately 10' wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary; with the condition that additional clean fill can be brought in if the proposed 130 cubic yards is not sufficient to restore bluff; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated November 7, 2012, and stamped approved on February 20, 2013. 3 - 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: $0.00 Ve truly yours, James F. King President, Board of Trustees JFK/amn James F. King,Presidentc Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`�� Gy 54375 Route 25,P.O.Box 1179 Dave Bergen r Southold,NY 11971 John Bredemeyer �y • !� Telephone(631)765-1892 O Michael J.Domino 01 �O Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Cn— CDnSu.l4-aAA_-S Y ou�n -�'rn�n�— c�1 <ng, S, LC Please be advised that your application dated I 26)1-3 has been reviewed by this Board at the regular meeting of 'Lb I LS and your application has been approved pending the completion of the following items checked off-below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1 st Day of Construction ($50.00) '/z Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) XX 30-Year Maintenance Agreement Permit fees are now due. Please make,check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ L), 0 0 BY: James F. King, President Board of Trustees Peter Young,Chairman c Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 „�„ �► �`F Southold,NY 11971 Telephone(631)765-1892 Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Tues., February 12, 2013 the following recommendation was made: Moved by Doug Hardy, seconded by John Stein, it was RESOLVED to NOT SUPPORT the Wetland Permit and Coastal Erosion Permit applications of SOUNDFRONT HOLDING, LLC. to construct approx. 131 If. of vinyl or fiberglass bulkhead partially in the same location, partially landward of, and up to +/-12" higher than existing storm damaged concrete seawall to be removed; construct two (2) 16' returns; maintain as stone toe armor at south/west end of proposed bulkhead the existing stone previously emplaced pursuant to Wetland Permit #6841 & 6841 C; maintain or remove as necessary existing concrete retaining walls exposed by storm erosion at south/west end of property; reconstruct storm damaged 12.5X 14.5' deck and 3' wide stairs landward of new bulkhead; reconstruct storm destroyed 3.5'X 3.5' platform and 3.5' steps on seaward side of bulkhead; backfill/renourish storm eroded area landward of bulkhead with approx. 500 cy. of clean sandy fill to be trucked in from an approved upland source; and plant restored sloped embankment to north/east of reconstructed deck with native vegetation. Located: 20275 Soundview Ave., Southold. SCTM#51-4-8 Inspected by: Peter Young, Doug Hardy, John Stein The CAC does Not Support the application and recommends the house is moved back 25', the bulkhead is not raised and constructed with steel. Vote of Council: Ayes: All Motion Carried DE C E i V `� � FE 8 5 2013 Southold Town r,, James F King,President �p�OSOFFO(,�.COG RO Box 1179 Bob Ghosio,Jr,Vice-President �� Southold,NY 11971 Dave Bergen - Telephone(631 765-1892 John Bredemeyer u. Fax(631)765-6641 Michael.1 Domino T� Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: En-Consultants on behalf of SOUNDFRONT HOLDINGS, LLC requests a Wetland Permit and a Coastal Erosion Permit to construct approximately 65 linear feet of steel bulkhead with 20' and 10' returns at toe of bluff In-place of(and ±12" higher than) existing storm damaged concrete seawall to be removed, remove existing collapsed steel sheet piling wall from behind concrete seawall, construct approximately 47 linear feet of vinyl retaining wall with ±9' and ±10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction; construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings, re-nourish bluff face with approximately�130 cubl�yar clean sandy fill to be trucked in from an approved upland source, re-vegetate bluff face with native vegetation, remove collapsed stairway and construct new 4'x50' stairway with landings down bluff face; construct 5'x6' landing and 4'x12' steps to beach off proposed bulkhead, replace collapsed brick patio on grade behind proposed retaining wall, and establish approximately 10' wide non- turf buffer seaward of Coastal Erosion Hazard Area boundary Located- 20275 Soundvlew Avenue, Southold SCTM*51-4-8 Type of area to be impacted: _Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code roposed work falls under: �Chapt.275 apt. 111 other Type of Application: Wetland _Coastal Erosion _Amendment —Administrative—Emergency Pre-Submission Violation Info needed: p c'V ®� Modifications: Conditions: Prese -Were: J. King f/"B. Ghosio el- D. Bergen, / J. Bredemeyer� Michael Domino D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: k. . '-yam;. - -•"-- • •c lip 2 Y L � `tib, A' Fr i i �� .. Af `' E. 4 06 INA r' 4� z. 5 i SOUNDFRONT HOLDINGS,LLC,20275 SOUNDVIEW AVENUE,SOUTHOLD E_ C0_ �I E t_ J 5 X013 ASW Figure 1. Looking east from adjacent beach to west at existing concrete seawall to be replaced with steel bulkhead. e Figure 2. Looking west from adjacent beach to east at existing concrete seawall to be replaced with steel bulkhead and at adjacent vinyl bulkhead to east recently constructed in place of previously existing concrete seawall. SOUNDFRONT HOLDINGS, LLC,20275 SOUNDVIEW AVENUE,SOUTHOLD l Figure 3. Looking south from subject beach at face of concrete seawall to be replaced with steel bulkhead,at bluff face to be terraced,renourished,and revegetated,and at collapsed stairway to be replaced. �.. .a,w..�.- .. - w�'"moo ►, A. ,�:: '- '. � �, � �'� ,,,,,,,w,,a r, •� ., r^+:+ -+fib"`w: L_.. jf - ate • V'. Figure 4. Looking north from top of bluff(and brick patio to be replaced)over location of proposed retaining wall, at collapsed retaining wall to be removed,and down bluff face to be terraced,renourished,and revegetated. SOUNDFRONT HOLDINGS,LLC, 20275 SOUNDVIEW AVENUE, SOUTHOLD T , Pon � �Aa f Figure S. Looking west along top of bluff over location ofproposed retaining wall and location ofproposed stairway; at collapsed retaining wall to be removed;and at bluff face to be terraced,renourished,and revegetated AW _ s �r f , Figure 6. 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A copy of the permits and each permit fee of$50.00 are attached. Thank you in advance for your attention to this matter. You s truly, Robert E.Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting 9 O i EN-CONSULTANTS p March 27,2013 ESC OVE MAR 2 8 2013 Town of Southold Southold Town Board of Trustees rilofT Trustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 Attn.: Elizabeth Cantrell Re: Soundfront Holdings, LLC 20275 Soundview Avenue, Southold SCTM#1000-51-4-8 Dear Ms. Cantrell: Enclosed for your files is the 30-Year Maintenance for the above referenced property. I hope this submittal shall enable issuance of the Wetland and Coastal Erosion permits. Thank you for your attention to this matter. Sincerely, Kim Stephens Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631283.6360 1 f 631.283.6136 wwwenconsultants.com environmental consulting OFFICE LOCATION: ��®f s®�r�® MAILING ADDRESS: Town Hall Annex �® �® P.O. Box 1179 54375 State Route 25 _ 4 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) r r::: Telephone: 631765-1938 Southold, NY 11971 ® a� Fait: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDU E C E � V E ID E E B 1 3 2013 To: Jim King, President Town of Southold Board of Trustees Southold Town Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: February 12, 2013 Re: Proposed Wetland Permit and a Coastal Erosion Permit for SOUNDFRONT HOLDINGS, LLC SCTM#1000-51-4-8 En-Consultants on behalf of SOUNDFRONT HOLDINGS, LLC requests a Wetland Permit and a Coastal Erosion Permit to construct approximately 65 linear feet of steel bulkhead with 20' and 10' returns at toe of bluff in-place of(and ±12" higher than) existing storm damaged concrete seawall to be removed; remove existing collapsed steel sheet piling wall from behind concrete seawall; construct approximately 47 linear feet of vinyl retaining wall with ±9' and ±10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction; construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings; re-nourish bluff face with approximately 130 cubic yards of clean sandy fill to be trucked in from an approved upland source; re-vegetate bluff face with native vegetation; remove collapsed stairway and construct new 4'x50' stairway with landings down bluff face; construct 5'x6' landing and 4'x12' steps to beach off proposed bulkhead; replace collapsed brick patio on grade behind proposed retaining wall; and establish approximately 10' wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary. Located: 20275 Soundview Avenue, Southold. SCTM# 51-4-8 The proposed action has been reviewed,to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. The due to property size, the relocation of the existing structure is not practical. 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: Lori Hulse, Assistant Town Attorney James F.King,President ti Town Hall, 53095 Main Rd. Bob Ghosio,Jr.,Vice-President P.O.Box 1179 Dave Bergen !'g Southold,NY 11971 John Bredemeyer Telephone(631)765-1892 Michael J.Domino Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only oastal Erosion Permit Application Wetland Permit Application Administrative Permit __jAmendmentlTran1fier/Eiitension Received Application: 1 2�6 113 E n „ E Received Fee: D v �ompleted Application Incomplete _SEQRA Classification: JAN 2 5 2013 Type I Type II Unlisted Coordination: (date sent) WRP Consistency As es ment Form Southold Town DAC Referral Sent: s Board of Trustees ate of Inspection: 3 _Receipt of CAC Report: _Lead Agency Determination: Technical Review: Public Hearing Held: Resolution: Name of Applicant SoundFront Holdings,LLC c/o Anthony Daniele,Member Address P.O.Box 150,Southold,NY 11971 Phone Number: (6A 283-2854 Suffolk County Tax Map Number: 1000 - 51-4-8 Property Location: 20275 Soundview Avenue,Southold (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 CAl�� 02/04/2013 13:33 FAX 63128361,'11. EN-CONSULTANTS,INC. la002 Board -of Trustees Applicatsorn GENERAL DATA Land Area(in sgttare feet):15,406 Area Zoning:_ R-40 Previous use of property: Residential,one-fP,mily dwelling. Intended use of property: No change. Covenants and Restrictions, Yes X No If"Yes", please provide copy. Does this project roquire a variance from the'Zoning Board of Appeals Yes X No If"'Yes",please provide copy of decision. Will this project •equire any demolition as per Town Code or as determined by Building Dept. Yes_ X N o Does the structure(;)on property have a valid Certificate of Occupancy Yes No Prior permits/aPprovals for site improvements: Agency Date Southold Trustees #61)18 October 20,2004 NYS DEC TW Permit #14738-03345100001 September 1,2004 No prior p;rmits/approvals for site improvements. Has any permit/approval ever been revolted or suspended by a governmental agency? X No Yes If yes,provide explanation: Project Descript8 Dn(use attachments if necessary): Construct approximate y 65 linear feet of steel bulkhead with 20'and 10'roams at toe of bluff in place of(and t/-12"higher than) existing storm damage 1 concrctc seawall to bn mmoved.remove existing collapsed steel sheet piling wall from behind concrete seawall;construct appy oximately 47 linear feet of vinyl retaining wall with+/-9'and+/-10'ratums at top o'1'blufrand backfill with approximatcly 15 cy o'clean sandy F11 to be trucked in from an approved upland source;remove collapsed steel sheet piling n-taining wall from fac a of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during cot struction;construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings; renourish bluff face wi h approximately 130 cy of clean sandy fill to be trucked in from an approved upland source;revegetate bi atfi face with native 1•cgetation;remove collapsed stairway and construct new 4'x 50'stairway with landings down blur face; construct Tx 6 landin;and 4'x 12'steps to beach off proposed bulkhead;replace collapsed brick patio on grade behind proposed retaining wall;and eati blish approximately 10'wide nontw f buffer seaward of Coastal Erosion Hw and Area boundary,III I as depicted and describes on the enginccring plain by Jeffrey T.Butler,P.E.,P.C.,last dated November 7,2012_ ] Mrd of Trustees Applicatio=� WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To replace existing storm damaged concrete seawall and restore and maintain the storm eroded bluff face and upland areas landward of the bulkhead;and to replace the destroyed stairways to restore and maintain pedestrian access down the bluff and to the beach. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 OZ° Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated?+/-110 cubic yards (for installation of proposed upper retaining wall) How much material will be filled? +/-145 cubic yards (for backfill and renourishment material) Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Approximately 145 cubic yards of sandy fill will be dumped and graded behind proposed bulkhead and retaining wall to backfill structures and to renourish storm eroded bluff face. 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 seeks to replace an existing storm damaged concrete seawall with a steel bulkhead in the same location(and +/-12"higher);to restore and provide a reasonable increase in the historically maintained protection of the bluff,upland property,and existing residence against erosion and flooding;to restore the bluff via terracing,sand renourishment,aftd revegetation;and to restore and maintain pedestrian access down the bluff and to the beach. The project will effectively maintain the historically preexisting conditions along this bulkheaded shoreline without any change in or significant adverse impact on the adjacent unvegetated wetland area or tidal waters of the Town,except that the project will result in 1)a net reduction in the area of the fronting beach occupied by structure as a result of the removal of the large concrete "knees" supporting the existing seawall;and 2)the vegetative restoration of the bluff face currently covered by collapsed structures. Board of Trustees Applica n COASTAL EROSION APPLICATION DATA Purposes of proposed activity. To replace existing storm damaged concrete seawall and restore and maintain the storm eroded bluff face and upland areas landward of the bulkhead;and to replace the destroyed stairways to restore and maintain pedestrian access down the bluff and to the beach. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? +/-110 (cubic yards)(for installation of proposed upper retaining wall) How much material will be filled? +/-145 (cubic yards)(for backfill and renourishment material) Manner in which material will be removed or deposited: Approximately 145 cubic yards of sandy fill will be dumped and graded behind proposed bulkhead and retaining wall to backfill structures and to renourish storm eroded bluff face. Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) The project seeks to replace an existing storm damaged concrete seawall with a steel bulkhead in the same location (and+/-12"higher);to restore and provide a reasonable increase in the historically maintained protection of the bluff,upland property,and existing residence against erosion and flooding;to restore the bluff via terracing,sand renourishment,and revegetation;and to restore and maintain pedestrian access down the bluff and to the beach. The existing,developed site has been improved with and supported and protected from flooding and erosion by the existing concrete seawall since prior to 1977,and there is no viable non-structural alternative means of maintaining and protecting the bluff and the upland portion of the property in their current location. Without replacement and maintenance of the seawall,the subject and adjacent properties would be exposed to severe erosion,flooding,and damage to the residential structures located thereon;and without the restoration of the vegetated bluff face,it would not be able to serve its protective role to the property as its sole natural protective feature. The project will effectively maintain the historically existing conditions along this bulkheaded shoreline without any significant change in or significant adverse impact on the adjacent beach or neighboring properties,which are also stabilized at the bluff toe by bulkheads,except that the project will result in 1)a net reduction in the area of the fronting beach occupied by structure as a result of the removal of the large concrete"knees" supporting the existing seawall;and 2)the vegetative restoration of the bluff face currently covered by collapsed structures. PROJECT ID NUMBER 617.20 SEAR APPENDIX C STATE ENVIRONMENTAL QUALr. —VIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART 1-PROJECT INFORMATION (To be completed by A plicant or Project Sponsor) 1.APPLICANT/SPONSOR 2.PROJECT NAME SoundFront Holdings,LLC by En-Consultants 3.PROJECT LOCATION: Municipality Southold County Suffolk 4.PRECISE LOCATION:Street Address and Road Intersections.Prominent landmarks etc-or provide map 20275 Soundview Avenue,Town of Southold,SCTM#1000-51-4-8 5.IS PROPOSED ACTION: ® New ❑Expansion ❑Modification/alteration 6.DESCRIBE PROJECT BRIEFLY: Construct approximately 65 linear feet of steel bulkhead with 20'and 10'returns at toe of bluff in place of(and+/-12"higher than)existing storm damaged concrete seawall to be removed;remove existing collapsed steel sheet piling wall from behind concrete seawall;construct approximately 47 linear feet of vinyl retaining wall with+/-9'and+/-10'returns at top of bluff and backfill with approximately 15 cy of clean sandy fill to be trucked in from an approved upland source;remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction;construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings;renourish bluff face with approximately 130 cy of clean sandy fill to be trucked in from an approved upland source;revegetate bluff face with native vegetation;remove collapsed stairway and construct new 4' x 50'stairway with landings down bluff face;construct 5'x 6'landing and 4'x 12'steps to beach off proposed bulkhead;replace collapsed brick patio on grade behind proposed retaining wall;and establish approximately 10'wide nonturf buffer seaward of Coastal Erosion Hazard Area boundary,all as depicted and described on the engineering plans by Jeffrey T.Butler,P.E.,P.C.,last dated November 7,2012. 7 AMOUNT OF LAND AFFECTED: inigally 0.354 acres Ultimately 0.354 acres 8.WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? ®Yes D No If no,describe briefly: 9.WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT?(Choose as many as apply.) ®Residential 11 Industrial El Commercial ❑Agriculture 11 Park/Forest/Open Space ❑Other(describe) 10.DOES ACTION INVOLVE A PERMFr APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY(Federal,State or Local) ®Yes ❑No If yes,list agency name and permit/approval: NYS DEC,USA COE,NYS DOS 11.DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? Yes ®No If yes,list agency name and permit/approval: 12.AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? ❑Yes ISI No I CERTIFY TH T THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/Sponsor Name obert E.Herrmann,Coastal Management Specialist Date:January 14,2013 Signature If the action is a Coastal Area,and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment PART 11-IMPACT ASSESSMENT(To be completed by Lead Agency) A.DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617.4?If yes,coordinate the review process and use the FULL EAE. Yes 1-1 No B.WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6?If No,a negative declaration ma be superseded by another involved agency. ❑Yes No C.COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten,if legible) Cl.Existing air quality,surface or groundwater quality or quantity,noise levels,existing traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems?Explain briefly: C2.Aesthetic,agricultural,archaeological,historic,other natural or cultural resources;or community or neighborhood character?Explain briefly C3.Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly: C4.A community's existing plans or goals as officially adopted,or a chane in use or intensity of use of land or other natural resources?Explain briefly: C5.Growth,subsequent development,related activities likely to be induced by the proposed action? Explain briefly: C6.Long term,short,term,cumulative,or other effects not identified in Cl-C5? Explain briefly: C7.Other impacts(including changes in use of either quantity or type of energy?Explain briefly. D.WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)?Ofes,explain briefly: 0 Yes F]No E IS THERE,OR IS THERE LIKELY TO BE CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS?If Ves explain. El Yes F�No PART III-DETERMINATION OF SIGNIFICANCE(To be completed by Agency) INSTRUCTIONS:For each adverse effect identified above,determine whether it is substantial,large,important or otherwise significant.Each effect should be assessed in connection with its(a)setting(i.e.urban or rural);(b)probability of occurring;(c)duration,(d)irreversibility;(e) geographic scope;and(f)magnitude.If necessary,add attachments or reference supporting materials.Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed.If question d of part ii was checked yes,the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA. Check this box if you have identified one or more potentially large or significant adverse impacts which MAY occur.Then proceed directly to the FULL EAF and/or prepare a positive declaration. 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 AND provide,on attachments as necessary,the reasons supporting this determination. s- y49l3 f / Name of Lead Agency Date Ve -S Print or Type Name of Responsi a Officer in I ad Agency Title of Responsible Officer �grtature of Responsible Officer in gency Signature of Preparer(If different from responsible officer) NOTICE TO ADJACENT PROPERTY OWNE C E � +� BOARD OF TRUSTEES, TOWN OF SOUTHOLD FEB 1 2 2013 In the matter of applicant: Southold Town Boar of Trustees SoundFront Holdmgs,LLC SCTM#1000-151-4-8 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Construct approximately 65 linear feet of steel bulkhead with 20'and 10'returns at toe of bluff in place of(and+/-12" higher than)existing storm damaged concrete seawall to be removed;remove existing collapsed steel sheet piling wall from behind concrete seawall;construct approximately 47 linear feet of vinyl retaining wall with+/-9'and+/-10' returns at top of bluff and backfill with approximately 15 cy of clean sandy fill to be trucked in from an approved upland source;remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction;construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings;renourish bluff face with approximately 130 cy of clean sandy fill to be trucked in from an approved upland source;revegetate bluff face with native vegetation;remove collapsed stairway and construct new 4'x 50'stairway with landings down bluff face;construct 5'x 6'landing and 4'x 12'steps to beach off proposed bulkhead;replace collapsed brick patio on grade behind proposed retaining wall;and establish approximately 10'wide nonturf buffer seaward of Coastal Erosion Hazard Area boundary, all as depicted and described on the engineering plans by Jeffrey T.Butler,P.E.,P.C.,last dated November 7,2012. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 20275 Soundview Avenue,Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: February 20,2013 @ 4:00 P.M. You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. SoundFront Holdings,LLC PROPERTY OWNERS NAME: c/o Anthony Daniele,Member MAILING ADDRESS: P.O.Box 150,Southold,NY 11971 PHONE#: 646-283-2854 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road,Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. ffiT-FRONT PALE a)w•RFTL1a1 Ail D(�T REII/Qtl) it TNT�G� D GENERAL DEMOLITION NOTES- PF SED 51TE PLAN FOR. 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EL SSD' BD FROP. �✓'��._� y y _ REGEIWW- FKTETVL lSg EL FGf6N10L LYl i p C Tp J <51 Q- - B.ESD' A7PMOIT ezH r 1L ___ •�•- _ SEE 5�-Hfi-T 2 FOR BEALN ALf�i STAR DESIGN AND RECYAREY�iTS H4TER NYA.c B.50 _ - -'. _c' _ CGT4PLTCFTiYTT5�,511rZ tTOD,`DA K:.YS FItO Q:+3' = OM QI Q'N 0 O EL 2v -' -- ='JS 'i w GENERAL NOTES= SITE PLAN BARD ONOR16KAL�VEYBY, 184.16 Q�'i O �i * - - -Slffof�2L6 CGA Y = 1 SEE SCOPE OF MORK FOR TS{d11RttffNT5 AiD SEQUENCE oP EVE NF5 RLOR TO PD.13ONX IES T GORNN LII,L5. `„ z N 8 S3 00"W „ Lu z �1 6•oL,DEADNNI-•- COKI06MG WEFEL ANY DB•IOLITM OR IIEN KMC. JAt EEPORT,NY 1447 � .:may'- '- � s€a 51,ALD 6S, f t � m D ^ - - 5HOREWE RD RETPINUIS HALL(TD BLUE-r)_Wl'L BE IISrALLID PER CRAZE MATERIALS SLRYfYED-.CLOY 6.7005 _-'�++aa O 4 f(vV mrRNAnotuL lcm)M3rraLAncN iirawAL F-r 2D- = o' 7 :,s o Q L)=LEND- 3 STEEL 5fm FIE`5EANALL(ESD -V-rF)SFA1L i3E IN5TALUV TER L5 F05T53 RUNG AHD •' Z J O 75'15 _ FROf43t7'c V� 6ERDAU AFERf5TgJ.U15TA11A7t�1 RE Owl. AfiFLIGAnr/ohAeT-.R. ..x LLE,UoL. o -�^_ FXLSTIliS TD _.... ___. 4 SCOPE of NLRKBEACH ACCE55�FLyS EIVAn�ATb IffGO'IATlai P ov1�VW5 No2ALLED CESS(Wff FACE)%LkLL SE 115T PER LEAC44 A6 �� DANBH.E PROFS RTYSoMDFRaff �,LLL _ -- _ PA /�' ffi3' ne' R-i(OVEDn�.LCAh'D 5 CCa(IRAGTOR SHALL OROM STETi%fEEr PjLE W PKTCRY A+"A®EPDXY C.DATMS 1'Zl./ V-+ IXISiINfi WATER ULE -N N N TYPE TtUGK)✓r75 AND AREA CAVEtA6'c SES 5FE0FiFD FA1 n e. _ . _ FEB 1 2 20 .PROPOSED FIX PI tIJD 5m PLLIN6 - - - - e- - •` - A c l8 FOSTER NLM6,PM I'ZLl OJBTfEAD tRILITY UHE-n -n -ri - b GUTTRP4TOR SEEPLL U5E ExTrrlxD Z-FRGfLL.E COMffLTOR5 AS SHO N HEEREM PROPOSED 51 TE PLAN w - , il In Rif r LH 11 11 r 7 ALL RA 7DKARE SHALL BE GALVANIZED,UOK - •- .'20'RG-1.HCI'LO5 SIT$`_f}YNALL, EAS7UK ORADE z OD TEAR=TO�REHwya) 0 NO DEBRIS SHALL BE FF.Rq rE®TO FALL INTO WJ5FMORITYo FROP-TIS OR 5EA4k i I S��7�� 3lLIDES O)20 RET101AND(U 10 RETURN of FRGP0.ED SEWALL. SOUND •LO DH5 NO3 FOR D �Wi 'E7A1L5) PHOTO KEY a 9.SEE VEKMITION AHI) NPACnoN OHS Tal NW Hag WNITE5 PRIOR TO CA1�.EMEw A - a 20 IO O 20 40 60 J BO $Ol1+ilUl,L'Town 3 to THERARE NOVEGETATED TIDAL YETLA SOM7f£SrTE sRAPI+c scat =20 0 of E3 (11 Trusteas wpadbn�y<Lmm i SCOPE OF WORKTAIRS - p� q(/�7 Net I CONSTRUCT A SET OF STAIRS WITH(1)4'x6' eV q &�}+I`Ut�D (tornaercmteel 800-272.4460 1811 WALKWAY,4'VTIL10'a 1_6ST STAIR,(U 4',0'LANDING PV SEIRGH,4'Wx±lO'L6 STAIR(i)4'x6'LANDING, �J 4'WxVI'LG STAIR,0)4'x6'LANDING W/BE NCH, (� Bylaw,ozcavelaeand wDtredaa wakYHOln the FaraePelyroesana.hmmwmea VemmdAl - 0)5'x6'LANDING AND(U 4"x:12'RL-,STAIR TO BEACH IC 0w baeu0la a NowYod CR mW Nl-i and onwaaymb nl a5 3.9,9-pl.."any '1 A. MATERIALS TO BE USED(STAIW 6911 I Caldbe m Lent'Idiodm✓sf ear[ad type efdWdM m[let Re"HUrOVA s - HOOD STAIR TO EEACH 4'NDE STAIR YU RAILING TO CADS 1 2x12 5TRINGER5 qq OCN411.20a2Tbdla0ae11.dlaedla Iwua cn nrtlrlm dledydt4S00•Z72MR7 aby 2 2x10 TREADS 15 1,14 rrgrothen 10 V-MVdFP(.Mdr9 aHbla att.w n**Mw cd balde ym d0 (U 4W PLATFORM 3 2x4 CLEATS .4 EEA wsdewnd5wWIm5%lb rya)p6rtobgnbg auubw.For-ftnwutempdedon4 4x6 POSTS ellylreshanfcad d[dH[aeuareemrvtm peaemdprapelry.[tme eeNTeda14 W/ tl 5.2x6 TOP RAIL §" elra0e ilnderpramd6lea lfelT¢dtad rerpeosbl[Y--NDTtllahmenmds-meads= 40 - 6 2.4 MID RAIL gq' aedeor�daa u,Hahoau6m[ Ogra.HMo[Alylieearmd®dprive, ' _ t FROP05® 6 leedoro4uedsat[Te.thrwdNT7a Ilym dond d"viliteaacher0o. i� EENGII B.MATERIALS 70 BE USED(PLATFORMS)- GLU.yule mC.pYaaecs07-3004521-7603 - _ - 1 2x6 FLOOR J015T5 TalTlao tlmllmibn. , 22X6 TDEGKIN5 5'X 6' I I 2 ALL HARC)K4 f5 TO BE 6ALVANtZED 3 ALL L(AFfl3ER TO BE GGA,U O N. pp We i v m 4 SEE FILL,RE-VEGETATION AND TERRAGING IR SEa EWE OF EVENTS NOTES,(THIS DWG) di 40' v - TREADS AND PLATFORM SURFACES TO BE BUILT WITH - (4)IO'DIA ALG PILES PROPOSED 111' I 6LY - f>Q' 40' I t10' � . UNTREATED WOOD OR W14(2)2°XIO°AGGI GIRDER5 AND G0MPO5tTE MATERIAL 21X6'ACA JOISTS a I6'OL FINISH BENCH _ DECKERS Fm ONIER TO BE FACED 1 ' IMMEIATELY 5EAYU^RO OF TOE OF } USE - DUFF SI - 6ALV HURRICANE - f1f BEAGH AGGE55 STAIR PLAN - 61:I1`15 TYF AT ALL - - 1 SCALE,N.T5 - GOI.NEGNOIRS B=AGHGRASS NYS BUILDING CODE , O O = PLANTINGS SECTION RR314 O 1 O 1 (7YPIGAL) STAIRWAYS SECTION RR%45.5EGTION RR514.2 TREAD5 AND RISERS.THE SECTION RR55.2 HANDRAIL 60P SIZE ALL R5'B)IREV p W O - MAXIMM4 RISER HSIONT SHALL 5E 5-1/4 INCHES(2011 MPlD HAf,0RA7LS SHALL BE of CNE OF THE FOLLONN&TYPES OR - CI I I LJ -I 1 2"X12"GGA AtSJ Th£MINI7'IUM TREAD DEPTH.x-IEEE f3E 9 INGF'=.;S(224 SNIDE F 11AaEHT ERAEPABILITY W (r��<' <f7 F g STRINGERS - 1•I41 THE R15ER HEIGHT SHALL EE KEAS D VERTICALLY TYFEI HANDRAILS W{SH A GIRLULAR GR055 SECTION 1�3 1 3 _ a Tb'OC, EET4+t-@I LEADIWS EDsB5 OP THE ADJAOENT TREAD..TF2 SHALL,NAVE AN QITSIPE DIAME(ER OF AT LEAST i-V4 I 2x6 JOi5T5, x 6 125MRG O - p$ > I I TREAD Dc'�'x hi SHALL HE r-�ASURED FYF21Z0NTALLY�TY�ER INGW..a(32 MM AID NOT GREATER THAN 2 INCHES(511-". J�� (56ULRAL WT-5,ib9 A10) I - THE VERTICAL FLATUS OF THE FOREMOST FROSLTIOH OF IF THE W440FAIL 15 NOT CIRCULAR 1T SHALL HAVE A o j 2HD -PROPOSED 4'H16 AD.LACFW TREADS AND AT A RISK ANGLE TO THE RABID. pER1METER DIM DEION OFF AT LEAST 4 INC E5(102 M141 �,F i I LEADING EDGE THE NALKINS Fa/NFAGE OF RABID.ANO AND NOT INCHES THAN 6-1/4 INES(16E TA7E STYLE FET t E 0"A)MrN A Z f rX m LANDINYS OF A STAIRWAY SHALL 5E SLOPED NO STEEPER MAXIMLH GROSJ SECTION DIVERSION OF 2-1/4 INCHES(57 )= AND GATE a THAN ONE UNIT VERTICAL IN 40 UNIT.1*'-MZCtiAL rHrl! z 2 IS"GGA eIb'0.0 (2-PERCY.Nr SLOPE) THE GREA7!'ST RI.EiR HEIGHT WITHIN 5z�' _ iI15' N i ANY FLIGHT OF STAIRS SHALL NOT ExoE®THE SMALLEST TY�II HANPRAIL5 WITH A PEWMETER&BEATER THAN 6-I/4 - U 2-2"XIO° BY MORE THAN 3/5 INCH 03 MM)TH,E& ATEST TREAD(�I'c'U SHALL HZOYIT]E A GR45PABLE FIN&Er2 4ba EX DI'vful'145 )- I ( I np(t DEFTH WTHIN ANY FLIEtrr OF STAIRS SHALL NOT EXCEED I QI L J I I A GCA GIRDER 'IEE SN1r'H.I.L-St 131MORE THAN 3/B INCH(95 r-IW RECESS,AREA GH BOTH SIDES OF THE PROFILE THE FINEER c ' j��TION l.'�fAU FOR FIFLEL 45.24' (�m MEArt-iR@ VERTICALLY FROM T}+_--,ALL sT IPORTNCH(oN of E7tl57 6RP✓•l TO REMAll3=44B' SEGrIGH RR5i15 FIAIaTDRA(L5 ADDITIONAL IF✓FORMTION AND _ O THE PROFILE AND AGHLWE F DEPTH OF AT LEAST 5/Ib INCH DIMENSIONAL RENI�NfS I 44D' - FOSTS TO EX7ENG 3'-6" 1 I I R7 U (8 WIT Wlhah 7/6 INCH BEtO'N TIE"Vf5T PORTION OF THE (`NILS Do- ) l r 1- • I'� -: ._7 :- �, _.T W Q 4"qty GGA SECTION R 151 HANORAIL5.WV®RAILS NAVNG MIMM"V PROFILE. THIS REGINRED DEPTH S14ALL CONTi[ .-FOR AT i H I _. _ EN=LOW L'M715TtEDk3ED I I I f ATi>rtgXIr91M F>=Y�HP3 pF 34 INGFES AND 3B ItGlid(B64 LEAST 3B INCH OO FM)TO A LEVEL THAT IS N�LESS THAN g,{ t I F -g,'q�.' _ -- - i•- _ x z POSTS(TYP) < O 507E P INE) I I I mm Aa,D 965 MPV.R3=FELTIVELY,MEASt'RED VdRTIOALLY I-3A4 IHC ff5(451"51= THE TALLEST PORTION OF-ftl_ FROM THE NO51NS OF THE TREADS,SHALL BE F'RCY1 ON FRGFILE TIE MIIHMUM WIDTH OF THE HANDRAIL A�THE L J I I A AT LEAST ONE SIDE OF STAIRWAY5 ALL REWIRED RECESS SHALL EE hi/4 INCHES(32 MM)TO A MAM"IM OF I 1 { NFNFRAILS SHALL 1E GONrINUGU5 THE POLL LEtUTH OF THE 23/4 INC4E S(7O MFp EDGES 5I 1_HAVE A MINIMUM E.40ff III ' )'--E�- ff---'"- I e PLANTI N6 SGI-IEDULE �( A' STAIRS NTH TAO OR rvgZE RISERS FROM A POINT DIRECTLY RADNY OF ODI RKH1(035 MPV L J , I ` AEXIVE EHE TOP RISER OF A FLi6Hr TO A POUR DIRECTLY D PR {I .` _ I I F'RDM7EED 6Rn5S AREA MIX C� Q ( ' A�THE lAW,15T RISER OF DHE FLr_VT ENDS SHALL BE EL�D, 3 �om, Iii- E AHD I I MR10PH8LA EREVILIC-111AiN BEACH EOL RETURNEv OR SHALL TERMINATE IN NEt�FYT5 OR i i 6RA:5 2-3(.OL ft•14r5�PLMRNNS �•'i =O GONSTRUGTION DETAIL I , (, SAFETY TERMINALS.HANDRASADJACENT i0 ASV LL 'r'. - ' 1 1 HOLE)2°OL MAX ATIN RNHIGIN N L`I. I SHN1.HAVE A SPACE of NO.-LESS THAN I3 INCE-0&YAU i I - I LI Or,;?GAL) GAINER) AT 2'-0' - O NOT TO SCALE I I EcP�TH THE ' AND THE HANDRAIL. EL 363 ) e, {. 1 I 'E.3ea fn IM PRAAD NOR(INEJ(13AYOERRY _ L J I _ i I- f f MISR(HYRIGA FHiSYLVAI A)TO HE I NOTE. 2x6:bbT5 EL 343 I _ - `f I � D' PLANTED AT A HWMIM 3 FO I OR lil GOMPAGTION NOTES. I I ALL PLANTED VEGETATION WILL REQUIRE s/4 x 6 DEACH'S - - _ __ I I» r_ I- OR PROPOSED OVER 3 GROWING SEASONS. e-32,7 -- B.3w OR PR�sED GALE ROSE 13YH .Elsa ( - GOOSE R(bFOOT TO BE PLANiFD ATA ENGIN. I W FGR IEE PAYdER TO 6E DRFdEARC 5A6aADE fIKT�[1L'AY - I 14[UN7M 3 FOOT ON CENTER GmwzAaoR5v1L P�waE THE s{56TL5CE OR PROPIFED BEACH FLUH BUSH wlNit�Es s;clenriacsusao nfftatetIVD euT�vuSm _ - - - _ P,TpJ�nE 6PEOFEm r�91LTs HORNS wTHE FIXIDY1T55'IUATiTt6 GAN EE - LJ13..303 - 1 - it-_-_ SS SS - - _ I E.Sod Ma)5 NW.RITa W TO BE PLANTED AT FCT�-zEI1 rlr, r ,IOTA, mneTvuoN.ve�+rtl.RaEVETIEcoxraracx _ - iFE tIMTo NDIIFY RE BCx'hH2CFSFEQAL FROB.BG AN)I•THE t -<I w' _- -. --___ I ( (SMNII-LT?3 FOOT ON CENTER D W.TO rTdJYIGB A SWO SW 0-IX'. 2x10 TREADS,2x12 STRINGERS, I CSE PLANTIIIS LETPIL,71115 DYE) 4x6 PO-ITS,2x4 CLEATS a. ABA' 2l15Fc5GL'reSi DATA - 9FiTch50Ui51DE 11E PAVIi6`IaVL�cFL1i 3ATDOa&xia�h1.5%LI` - - I ZWRI GPIia{r1EBW.TH KAY RtOVD7Y�x1 iT5i 1XFLTdMTNri TO TIE N({N5(TL COtt liltGwlH tK55sGTG4t EYL£PT TRE TG'bi'GiE5<.tALL EE _ it cauPfLraz IF Fa7✓et�.nE DATA Rut wcucECVeEFsnnao of nE wiix Nairer��IL9nrraFF,RaM:s�A�+s�m-°alu6rxT yuLL ryso� - 216 TOP RAIL,AND 2x4 MID RAIL L' yr ACGOf�FtGE HIix TIENafffi 50c QA55P,fA1Wt•5T5FCH Gym D256V TIE PRTVD`�I/TH6iNCN8 CF INP,ETLP<fAFOR CirAY. 'wTiH&'"ALE FGR - --jl'--= - I FROrAESCAFEiFaEUILE 53FflLa11'E LF FEDAV.rIIlif iM9eRElFn ef'(Hc aGalc,Z nCEA�i-�55wVL�ICYM�-oN TGP�OkB.hTFr55itrr1 f£SLOPi'J - EL 260" - - - - EL 26L' : PHZ LAMEf.LAPE 5G{'�iNF e HDLs�sew:B>ASKatr FiPNEdvE(cw,Mn,ner swturTsn>wE UHe 2x(xr'T5,K DEGY-IN6 _ _ I ._'_ - i (sff 6w p,Ear 3-0•oc. FRxe:vb•oF LEOF. 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T s A L eELls2' t _-- - PLANTING DETAIL .LEER AAFF5'dWLiY ra THE B¢,aESZ r�O�-IecaeW TIff 1ET1✓<D i YL HER RSDS - _ - •'� - - E.143 Nrs. - b'rOR PuNr50'FM FLARES�°rfR r� o RZATHe Saam.IFUM FILL, RE-VEI5ETATIO --- _ / \ rWw�j Q Z tv"NTWeT6 DRY 511EOOHDITroFS , J i - V Q O 1 Iauw�FP;.unaHDFTIaESgDtA•vumL-�HEFAwb16wPHAceT,E AND TERRACING _ - rr`.':" Q CctURAciGR sxu PRamlLr rxSi+<.awlAaErrAerusmalTuaTNo ro TC FOREDO 53:. -i,. EXISTING 5FRV35, - (,� HS7 N 1MC?HNAL(Xcr.GDIIIDK`JIGHrF%A5`.MAIL A(.lIIOEHAf11YaGF SEQUENCE OF EVEN T`J NO 1 LS• EL Da FI 9TEFW{SET}bH _ -_ »EL U& /-;\I TO FE•WN \ G�NERA�L NOTES C. UA w O aWALE MTM KNOB FJTD NFNOR HK.Wff 5W+ TO FACUrTAM HATER W.LPO'J3FLANAHD EtEYATbH DErAE.S, P$YNH-,HO ON£40FBrATKA6 T05P3pIRTt46 glT Hoa - I I O 3 NAR$5011 GQ4ALTIa1 1 PROVIDE!13D GUl'T75 OF COM(PATiE)F SANDY FILL PALM AN t i.° 1 GONTRAGTGR SHALL CA--ECK AND YSLIFY ALL CONDITIONS TO TRE SITE PRIM 7O H1.,r.41 �� 1- EXISTING BUFF FACE 5TARTIN5 OF WOW AND HE SHALL FAMILIARIZE HMGE.F NTH THE INTENT OF THEE W Lu Q O WW5WAID CaE51MU-51 Mll1 sal S BE C&F--IEP iO4Yb AID R a- UPLAND 50W-rE a_Loa _ ii a.as i \ ` FLNIS FFID BAKE LIORK ASRff NTH SANE V TIE 0PIIH m DY7ENY,IPG- T,Pp L TO Pl-a"a of PLL. 2 h0 PILL 5HAU BE TAKER FROM TIw%RRaWINi BEACH OR STAIR PLATFORM PILEE5 TO _ -- „ { .r W 3 N ¢FEL°.1-GOER AV Ca AO"M 1 2 ALL MW 5HNJ.CONFORM TO TRE NEW YORK STATE LP3FORM FIRE FREyTHTION AND tea, THE H�rcPr 1�,-<tnvE fiLL HwTwaLFT+aH THEFaLorar,srva.L ee HFEn BLLFF FACE. BE DIRN/EN A MIRNMllM OF _ ,. BUWE5 LPNDWAIRD OF EX 5TON15 WALL BUILDING CODE AND ALL RllLE5 AND RBRI ATION5 OF THE TO11I1 OF`50 TTTDLD W z lL� FN i -xrD-r,FAva rax(ISTD FZE<orn rM AH®crna H Hl 3 EJWE5 OR LOW POINTS WTHUi TI-E AREA OF WORK SHALL 2E EL,DD 3b'3�OA YLi YM(MEAN _ g.eff F" SHALL BE FILLED AND GRADED TO RE 3 IF N THE COLR><OF CONSIRLGTION A CONDITION(7H5T5 YNIGH D15PG�REE5 YBTH a C,0 O -swwvex scLts roaa HHes<om eeHAtD raz>e1. () -FiLL07 ARID GRADED TO THE LEVEL LF 7FE AD.IcLETlf BLUFF LLW Y1A"fER MYrTaC1 LEVEL 0r=pp,y'+L>'µT 8;�,-r Ff�E, THAT AS 1NDIGATW ON THESE A.ANS,THE GdRTR/�7OR SHALL 57OP IAIOR/.AND NOTIFY O O sva wnsBrO6xFS<oD2rMHOeae>b TERRAGINO SCHEDULE _ AUT _ 5Lrrem§ r 5wL(6 To 06 F Ys.002 Eel Ane aRa et FADE(TIE HATHdAL:>F2A17FJ - - _ 4'- Raw-OTZCE BY TERRA 110 AFb THE E NGINEB2 9OLILD HE FAIL TO FOLLOW THS PROGEOURE,AID CGNNINfE kFIN TIRE t� Z IL O -sett 5AN WL5 0 M FI E I I OM fMAtV Dai H6) 4.ANY FXI5HN6 VEGETATION 511ALl.IZENAM M PALE .4 abs H6 TO'CM Orl- -` , - RANTING YR/hPPRDFRlATE NATIVE WORK Fc SHALL A5TI'E ALL RL-riPOFKL9EN1'AJD LIABILITY AWStrG THEREFROM EL ba IAD.DOSED SEAKALL AND TERRANE 91 Prr !l'G W O -clarT.r 6 kAV6-S.7L5loae<aar•Iiva<om rH Aw z>sl, DH_IBMATE CARE SHALL BE TAKER I�TO DISTU�ROOT -� 4.6RADHG AROLPD NB4 LONRS7Td1C7108 SHALL SLOPE AWAY At&l W FMS INTO PITO C/} �xwreY HANDY SaI(0✓�2Oa Fw3<DDZMI AlD >SL BASE OF EXI51IN6 FLA1T15 - AWAM=EL 15A' _. __ ,<_.. LEG-STATION I I:X671WOO SLOPE L O STt DI6CF8(< VES THE W6F,Tm141VE5oL T3i5iD[QvFd-tit _ - SLEEPS Gi L3 j[�g�r12 - ' - PROPOSED BLUFF PALE O SIITt2aDrr cf FNr Fut HAiiAAl nErLT¢FtcroR sPAtt YiF3DAib cDHaocr 5 APPLY FILL FROM THE TOP OF BUFF r DCX•9RAPkD EL 4n, - - .-f 1 .1 - EL 4D' S13�RAGy+E TO ff e6TN1ED ,-P,yzaCHS TO 175rAL� Y `°tom''=• 5 ALL FOOT1165%ALL BEAR ON IRRDSTG'�ID SOIL WIN A MINENM SOIL PRESSURE OF Z ll1 FSE FCLKATcRLAL H 6 Ygtl H1PDG"HK LFFi EACH LGT'}VLL ffC4rPALTcD W•En 6 YDRK NTHIN DESIGIIATEO ARF OF H3ORK,CONTRACTOR 70 _ _ _ - N 6'OL S KBr =a t O <.^ F- OF TIE DP6WHAL N 6 h KAxKm LIF,5 �ALLR•F'N9mAr{D H>1snuN DW W TO OE511Ri�,WA51EA OJ7 AFFrA5 NTH EXTRA GATS _ -• -1 I 1 AT3'OS SPxIRS . ` -:�cF y / 2 TONS PER SQFi AND SHALL HAVE A MIt1R•NR•i OF 3'-b'OF DOVER UDtt F- fIl oFmw Hosnre ea�aawr0 as t�Rrtiz m:rTHue{Dasitt aw oPrwM - 1 i - iglstlr�col„-eaytaLt>g A.DSiwH,tm sr,<sTHDEST reacwF ree=u 7TO APPLYFILL. I ) •,H I - ate' '•;t?'. :� EBF.PLANTED IDBEACHFSI6N Tlt-ID�SHRL��a-DOUGLIS FIR,NO2 F>I2ADE FB =8$P51,E=12CIOpGOATTQ a'rORK HORIZONTALLY ACRO55 BUFF FACE,EMIT TFE - EL 2a(AFFPDX IBYJ-0 , 6 FOR AELESOIS HATH I.,.TI(NI FRO F5F coH�m GR uLnru c 6M1RI16 1 I I I 1 1 t '- , 7$7 1N 7 ILO NOT SCALE NOT BEEN RETAINED 1 DINffii5bN5 51.E E EDE 5CAtID DIMEfiS(GIiS p'1 U uPrr/x eF Less TwN sro P:,��r=xrILEPAsac slwt eEub-rtum sa A,1 t•(ORK AREA TO 3-4FT OF VERTICAL 9.RPALE AREA A7 i I = t'Nr"SGHiELUiE L'IUMATD P�x6 T�KHE$rosl rNiGct-•`,r0�a[EnHSRArKh[FFa6awNED A TIME CONTRALTOP.9-1ALL APPLY NLL IN 12'LIFTS, 1 r l LEE 2X1NG ��'-c-�.y_. -IEE ERVATIO O LATHE BITE RETAINED FOR ONSIDE IIEPELTICXRS AN71LR HOLE a'D 5=?Azar DrtHHLARBu rlar>�ALS.THE 6EOi0(TILE Tlaiau.WLL TAMP BEWEEN LIFTS m i / b ALL OBSERVATIONS OI THE NGER541LTiRR UE 2)lbr4'LONG CGA IIDtA-(ED S7AKES�Jf• D.DtAF AD.IaLsrc�TE U H IAL eY A HE AN uF Ir ab TFZT�azi rD 1 I i ) 6 ALL NE'TAL OW.'HR EGUA IIID SHALL METAL GONNEOF 0,4I;S REWIREDO SHALL BE F I�6E_ 8 ONCE Iv'SURFL GRADE 5 AGHifVE"7 H�TiHIN THE'.,NiPoJ.YKIRK 1 1 1 ?xb GCA PLANKS 51IIhZED TO STAKES. �_�-�.��._�-`: I 1� Cola iB-e CIIB✓t;1�ATiA snr Of Ers ulLrg6r.5 rrPAz3a3, _ sTRSGEx urrrvAR Scat As K+RHsirD 5Y E,ocN a�r4,ti AT 12aYi4�HOGt1 AREA F_PW"'REPOS®VEGc'TA710.'I AND INSTALL L J 5L6.B cF LI OR 6�-ATcR IKSTALL TERRACING PBDPEPDICLtPR TO - =''-�. 'ECHO GOPTEG7GR5"OR EQUAL NO 5SHA �CAPAB.E OF ItiSOP A LOADS �> T T3 LKFrrI+6TANclurtESErc. SERRPCIHG BERG-¢MOVING DOWN TO TN---NEXT VERTICAL T�w.DNsmt�"STAN-Lrfl DOPt t4RD SLOPE 5FSURE 2xb FLANKS TO�F• GONEGTIGY POINTS IHS7NIATION55W4LL BE IN STRICT AGE 1^87H - sAu:rLl raANr eesn�TNr.HciE'Svu' Tr'E�IEwsnscf THs s Tlda TERRACE AREA AT 1'04 NWINs ADJACENT PLAIIK5 ALOINS tKJR20NTAL ' "-. ORWAGTWER5 5P6GIFIGATION 5 ARP RECOMMBDATKJNS. Ltaas=.6,rXFu FOR oHaR IGILS Llrrsr cEHv✓Atef 5-naveE:Fap� 9 57A.11�5 TO COMPLY WRH t41i YORK STATE 13iN1.Dlt5 CODE • D 9a<6H?eS Etc Blau caHwLYwiHTIe35Firxx+AL'D 4 COHTIN.E FWJGEDIRE U971L PROP 05ED AREA OF WORK 15 (4)10'DIA.ACQ PILES NTH ID ALL LN•B5D SNAIL 9E GLA QwNO !/�QI/, PLANT- 5.aaysauwl RL acs COMPI ETM w 2°XKY AGA GIRDERS Am 2'0"ACL 1 F PLArI E TIMBER TERRACE RET,4I NI NG YdALLS 11 ALL P05T ARID DECK HPROMARE SHALL BE IDT DYED GALVANIZED VAN_IN 3ALPFLL Fuc INUDYT HES GIVU HE HEEL-sR mW CIEW F,asWaTax soNo 10 SEE P(.ANrUY SONE E PLANTINGS DETAIL,T(�ACHR. .Y1L575 61 Ib'OC FINISH DECKING PER y FRFEaF SLIT Axo ruYPH{Tne;aK.Y.fIJ.1N5'}{A(L LCH].R tiiAATBY 7 ALCORDAHCE WITH ASTM AI53 AFIIx THE LIE CR 0040.015 w RACE TO r€c[LIDE GAvtas CF TIE_OSCE - YJEDRE AID TIMBER TERRACE RE(AnUFY>KALL5 DETAIL cWNM To EE PLAGB7 IMMEDIATELY _ AND PLANTING? D)=TAIL , L. SDFS.iRaR TD e6TA11ATI0N OF TIE LRE OR CVNW T A 4INCH Cl6kQiCF 5ND TH15 C1,10SEAWARD OF PROPOSED SEAWALL '1' SCALE,NONE R TREADS ANBD PLATFORM SURFACES TO BE:BUILT WITH UNTREATED VOW OR5xN1 PRrA/DED • GOWMITE MATEWAL - I of E3 l . _ _ ._ Etl67215 Y1NYL'..EAWALL O Z-Profile Interlock - -^y'. pp IEE DME3C O HVJ.E P90VVDI ,ol-FRONT FALE Q ✓ All G.Wd u Z-plle sectlons can he interlocked" .�- ,._• •- [-G'Ut0.U�IU 20'REM AID IU 10'FERW wnh each other.As"oh.the.and socket !/ APO PROPOS FROP09D HOT ROl7ID ST®.FILN6 Imedoda In 6e Installed with usmg.Idler •Z-P0r Gerdau does not putdLdt a swing �D gAHAllgpli/,u,TC�(i�ylq `�AfiM1tL LnP 19 F051�PfLP15.PM PZG3(035 the standard or reverse positlon.This adds to value for Z-sections:As a'rule of thumb'h { F i- EK570L5 EXiET�t€I61�ORBY� LAP FASTE713i5 I.<CGA TOP F'LA7E iHK ASi1i 512.GWILE 5W W COAL fC greater ease of use and fledblkty at the Job might be assumed that a 40 foot length t �°•BL TFRU HT1 U) (ZJ 2v8 GCAFRONT d TPR OKI'COATIFI6 of lb Hr5 DFT $ ite Normal setd 9 width of airs can be g etiALE f?OVIDE17,U5E TINA TiE PODS - P P would obtain aswing eftsptosdegrees � OOIBLE Wf.5TPE6HtA5 SNOWi Of HALL altered to accommodate Job so conditions I ALL ISARDYLARE SFWl 6N-V0.riIZF9 K FiW-E SPLICE(TYP1 thmugh Increasing er decreasing the laying TO.KW L LAP 05-bIr b'-0'OL HA% rs•x (L 61.0, 10.HALL CAP a ti 1611 wk(th at the lnwdGdm I TO Off PILE@ FS.450 ic'ZOD(fYP) 5TK£R TAflER LCIAfES 0 91T R O a.501 1I EL C 11HtIFT � E) SO' g 6 rudedZ-Profile Connectors 1 SHALT COATING SHALL Fx7 V PROOFA Ft M OF s' I PZ 90 Cobra PZ Tee PZT-S I Earn rrRAVE 1 be pared Inadr r>b I '�'`��\\ ✓p pissed to rtxrse ) I _ r-� J P�IlI0t1 WMI QtrUQed Colt osnnecm.' 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Sworn to,,before me this 8th KIM H . STEPHEN S day of F Ibn� rY 2013 WARY PUBLIC NATE fiF VE,' YORK CONIMISSIO1 W 5015931 bOAMU IM SUFFOLK COUNTY Notary PLiblic M II IIS rE% MUST, z. IOI3 Q ®• 1 • • e- • e•e m ®• - ® • -e a • • ruUI Ln ON ° r ° rq r 9 Er PostagB>G $3� Er Postage $ S�CiT ru Certified Fee J� ru Certified Fee L '_7 (/ "a n Postmark ' o(Stmark ' Retum Receipt Fee •" Here Return Receipt Fee n ere (Endorsement Required) �� T y 0 (Endorsement Required) cn C3 �. O Restricted Delivery'Fee �' Q Restricted Delivery Fee (Endorsemerit Required) (Endorsement Required) M C / O Total Po�.� ee� r� Total Pos ----d- -- __P:��------ sent ro Celeste Theophilos sent ro Michael D. &Yolanda Kanes.Esposito A - k -_' r-R Stieet,A-i 330 East 38 h Street,Apt.,530 street,Ai 23-22 30th Road C3 or PO Bo o or Po eox State, New York,NY 10016 Astoria,NY 11102 r" City State I City ru Ln 9 —19 mumim- m ru I• -p -a = 0 ° r9sum M. mss° s r ° w .�"� � \ x rr Ir [`- Postage $ ,r''SdS'1, _ [` Postage' Certified Fee r! ` Certified Fee x' ru J ::-'"•: �,�7 i Potmark rLj - mark M Retum Receipt Fee_ - " L)7� nHere' Retum Receipt Fee cr y ere r' t 0 (Endorsement Required) (End == ' t,� p O Restricted Delivery Fee y Restricted Delivery Fee (Endorsement Requited) !, �� O (Endorsement Required) -� TotalP--'- a L---- Total Pt_— --- �,_r--- --- - - Senr,Tc LTO ",, Claudia Puritaru State of New York rl�o -sweet' SUNY, 50 Circle Road o 19995 Soundview Avenuerr- orPO1Stony Brook,NY 11790 - r`-_ Southold,NY 11971 City St t. EC E I V E F E B 1 2 2013 Southold Town Board of Trustees James F.King,President y Town Hall,53095 Main Rd. Bob Ghosio,Jr.,Vice-President µ„ P.O.Box 1179 Dave Bergen t, �► ! Southold,NY 11971 John Bredemeyer Telephone(631)765-1892 Michael J.Domino Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD D Ek IVE BOARD OF TRUSTEES: TOWN OF SOUTHOLD FEB 2 --------------------------------------------------------------- ® 2013 In the Matter of the Application of Southold Town SOUNDFRONT HOLDINGS, LLC ar f Tru tee COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING 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 7t1-day of February , 2013, I personally posted the property known as 20275 Soundview Avenue, Southold; SC-TM 61000-51-4-5 by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday,February 20 2013. Dated: (signatur Sworn to before me this 20thday of Feb 20 13 '/�/I j (C�' Public KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES A06UST 7 . 201 Tl (_'O� E �, N HEARI NOTICE IS HEREBY GIVEN that a public hearing will be held by the SOUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. To construct approximately 65 linear feet of steel bulkhead with 2 and 10' returns at toe of bluff in-place of(and ±12" higher than) existing storm damaged concrete seawall to be removed, remove existing collapsed steel sheet piling wall from behind concrete OWNER(S) OF Rseawall; construct approximately 47 linear feet of vinyl retaining wall with ±9' and±10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be trucked in from an approved upland source, remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction; construct timber terrace retaining SUBJECT OF PUBLIC H EARI NG: walls on face of bluff to retain proposed fill and plantings, re-nourish bluff face with approximately 130 cubic yards of clean sandy fill to be trucked in from an approved upland source, re-vegetate bluff face with native vegetation; remove collapsed stairway and construct new 4'x50'stairway with landings down bluff face; construct 5'x6' landing and 4'x12' steps to beach off proposed bulkhead; replace collapsed brick patio on grade behind proposed retaining wall; and establish approximately 10'wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary. TIME & DATE OF PUBLIC HEARING: Weanet.506yy reJorik- oxy.20, 20 13 .0,on C) If If you have an interest in this prolect, you are invited to view the Town file(s) which are available for ins ection rior to the day of the hearing during normal business days between the ours o 8 a.m and 4. p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631 ) 765- 1892 Board of Trustees Application County of Suffolk State of New York C ,XAP d f l9(,AJ BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/ HE 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 TOWN 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(S),TO ENTER ONTO MYP TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW P ICATION. Signature SWORN TO BEFORE ME THIS DAY OF ,20'Xr-�� Notary Public 6S' LLE QINSBERQ fY Public,State of Nekv y" '`` Qitalf ed IR�q��8 nlaaton E�rea N �6 � Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) 9o1.n®wG.3 , 41.( residing at IQ®- 4% /�-umaPel, 14 7 11 ef 7 (print owner of property) (mailing address) do hereby authorize (Agent) h-Co n s a f _�J' to apply for permit(s)from the Southold Bo of T rus "es on my behalf. (Owne re) 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 emplaces.The puroose 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: 5001VIP �irQ�� !—/OLS,/oVGf zL C (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 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 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 applicantlagenttrepresentative)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 G�y day of 20(x/2 Signature Print Name Form TS 1 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, na e , a al libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION D JAN 2 5 2013 SCTM# 51 - 4 - s PROJECT NAME SoundFront Holdings,LLC Southold Town 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: Construct approximately 65 linear feet of steel bulkhead with 20'and 10'returns at toe of bluff in place of(and+/-12"higher than) existing storm damaged concrete seawall to be removed;remove existing collapsed steel sheet piling wall from behind concrete seawall; construct approximately 47 linear feet of vinyl retaining wall with+/-9'and+/-10'returns at top of bluff and backfill with approximately 15 cy of clean sandy fill to be trucked in from an approved upland source;remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction;construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings;renourish bluff face with approximately 130 cy of clean sandy fill to be trucked in from an approved upland source;revegetate bluff face with native vegetation; remove collapsed stairway and construct new 4'x 50'stairway with landings down bluff face;construct 5'x 6'landing and 4'x 12'steps to beach off proposed bulkhead;replace collapsed brick patio on grade behind proposed retaining wall;and establish approximately 10' wide nonturf buffer seaward of Coastal Erosion Hazard Area boundary,all as depicted and described on the engineering plans by Jeffrey T.Butler,P.E.,P.C.,last dated November 7,2012. Location of action:20275 Soundview Avenue,Southold Site acreage: 15,406 s.f. Present land use: Residential,one-family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:SoundFront Holdings,LLC;c/o Anthony Daniele,Member (b)Mailing address: P.O.Box 150 Southold,NY 11971 (c) Telephone number: Area Code 646-283-2854 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? NYS DEC Tidal Wetland Permit,US ACE Section 10, Yes ® No El If yes, which state or federal agency? and NYS DOS Consistency certification 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. F]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 E] Yes 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes ❑ No ® Not Applicable 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 project seeks to replace an existing storm damaged concrete seawall with a steel bulkhead in the same location(and+/-12"higher); to restore and provide a reasonable increase in the historically maintained protection of the bluff,upland property,and existing residence against erosion and flooding;to restore the bluff via terracing,sand renourishment,and revegetation;and to restore and maintain pedestrian access down the bluff and to the beach. The existing,developed site has been improved with and supported and protected from flooding and erosion by the existing concrete seawall since prior to 1977,and there is no viable non-structural alternative means of maintaining and protecting the bluff and the upland portion of the property in their current location. Without replacement and maintenance of the seawall,the subject and adjacent properties would be exposed to severe erosion,flooding,and damage to the residential structures located thereon;and without the restoration of the vegetated bluff face,it would not be able to serve its protective role to the property as its sole natural protective feature. The project will effectively maintain the historically existing conditions along this bulkheaded shoreline without any significant change in or significant adverse impact on the adjacent beach or neighboring properties,which are also stabilized at the bluff toe by bulkheads,except that the project will result in 1)a net reduction in the area of the fronting beach occupied by structure as a result of the removal of the large concrete"knees"supporting the existing seawall;and 2) the vegetative restoration of the bluff face currently covered by collapsed structures. Therefore the project is consistent with Policy 4. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable The project is consistent with Policy 5 to the extent that the existing concrete seawall partially collapsing into the adjacent surface waters will be replaced with a steel bulkhead that will occupy a smaller footprint on the adjacent beach. 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 Other than the ecological benefit of replac treated timber bulkhead with untreated viny ithing,the project will effectively maintain the historically preexisting conditions along this bulkheaded shoreline without any change in or significant adverse impact on the adjacent unvegetated wetland area or tidal waters of the Town,except that the project will result in 1)a net reduction in the area of the fronting beach occupied by structure as a result of the removal of the large concrete"knees"supporting the existing seawall;and 2) the vegetative restoration of the bluff face currently covered by collapsed structures. Therefore,to the extent Policy 6 is applicable to the project,the proposed work is consistent with the policy. 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 Insofar as Policy 9 can be applied to the current project,the project is consistent with Policy 9 because the proposed replacement of the existing structure will in no way impede or preclude public access along the adjacent shoreline. In fact,the removal of the concrete "knees"associated witht he existing seawall will actually result in improved public access along the shoreline. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's wa dependent uses and promote sitin 'new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management specialist DATE 1/14/13 Robert E. e=ann Amended on 811105 i EN-CONSULTANTS January 14,2013 Town of Southold E C 0 V L5 Board of Trustees 54375 Main Road Post Office Box 1179 JAN 2 5 2013 Southold,New York 11971 outho Town Re: SoundFront Holdings,LLC 20275 Soundview Avenue, Southold SCTM#1000-51-4-8 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Three(3)Wetland Permit and Coastal Erosion Permit Applications including: a) Short Environmental Assessment Form; b) Authorization&Disclosure Forms; c) project plans; and d) survey. 2. One(1)set of site photographs. 3. Application fee of$500.00 wetlands. 4. Three(3)LWRP Consistency Assessment Forms including: a) project plan. I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sinc rely, Robert .Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283 6136 www.enconsultants.com environmental consulting EN-CONSULTANTS February 3, 2015 �I Board of Trustees Town of Southold P.O. Box 1179 Southold,NY 11971 Attn.: Elizabeth Cantrell Re: SoundFront Holdings,LLC -Wetlands & Coastal Erosion Permit Nos. 8047 & 8047C Dear Ms. Cantrell: In satisfaction of Term and Condition #8 of the captioned permit, the required Declaration of Covenant was recorded in the Office of the Suffolk County Clerk on February 3, 2015. A copy of the recorded document is enclosed for your file. Re e fully yours, 1� Steph Enclosure cc: SoundFront Holdings, LLC - 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www,enconsultants.com environmental consulting CC# : C15-3868 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 02/03/2015 under Liber D00012805 and Page 854 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 02/03/2015 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL �-.A FEB - 9 2015 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 02/03/2015 Number of Pages: 4 At: 10:13:11 AM Receipt Number : 15-0013280 LIBER: D00012805 PAGE: 854 District: Section: Block: Lot: 1000 051 .00 04.00 008.000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5 .00 NO NYS SRCHG $15.00 NO TP-584 $0 .00 NO Notation $0 .00 NO Cert.Copies $5 .20 NO RPT $60 .00 NO Fees Paid $125.20 THIS PAGE IS A PART OF THE INSTRUMENT THIS ISNOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County Number of pages RECORDED 2015 Feb 03 10:13:11 AM JUDITH A. PASCALE CLERK OF SUFFOLK S r COUNTY L 000012805 P 854 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee 6 2 Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. �,,/�� or EA-52 17(County) Sub Total—� Spec./Add. EA-5217(State) TOT.MTG.TAX � Dual Town Dual County R.P.T.S.A. Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit + . Mansion Tax The property covered by this mortgage is �._ Certified Copy' 0 or will be improved by a one or two NYS Surcharge 15. 00 0 family dwelling only. Sub Total 1) D YES or NO Other Grand Total c+� °r, 2 8 If NO, see appropriate tax clause on page# of this instrument. 2867669 1000 05100 0400 008000 4 Dist. l P T S N 00 5 Community Preservation Fund Real Property R SMI A IIIIIIII�III�II�III �III�I�II�INI Consideration Amount Tax Service 26-JAN-15 Agency CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD En-Consultants 1319 North Sea Road TD Southampton,NY 11968 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached &CL cot na made by: (SPECIFY TYPE OF INSTRUMENT) SoundFront Holdings, LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Town of Southold In the VILLAGE or HAMLET of Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over DECLARATION OF COVENANTS THIS DECLARATION made this/b/Aday of 2013, by SoundFront Holdings, LLC, whose address is in care of the Law Offices of Anthony R. Da e, 7$ Rockefeller Plaza,, lg� or, New York,NY 10019 hereinafter referred to as"DECLARANT': ff , FEB - 9 2015 WITNESSETH: - WHEREAS, DECLARANT is the owner of certain real property located at 20275 So Avenue, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 51, Block 4, Lot 8, which is more particularly bounded and described as set forth in Schedule "A" annexed hereto,hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities;and WHEREAS, as a condition of the granting of a Wetlands Pen-nit to undertake such regulated activities, the Trustees required that a ten-foot wide"nonturf buffer" be established and maintained seaward of the Coastal Erosion Hazard Area boundary, NOW,THEREFORE,the DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained seaward of the Coastal Erosion Hazard Area boundary on the subject premises a ten-foot wide "nonturf buffer" as defined by Chapter 275 of the Town Code; and 2) These covenants shall run with the land and shall be binding on the DECLARANT, its heirs, assigns, purchasers, or successors in interest and may be modified only upon resolution of the Board of Trustees. IN WITNESS WHEREOF, the owners have duly executed this instrument this,Z(o day of 2013. SoundFront Ho Ings,LLC 1 Anthony an' e,Managing Member STATE OF 141ew XRK // ss: COUNTY OF 4 AI y"'�t On the day of , in the year 2013, before me the undersigned, a Notary Public in and for said State, personally appeared Anthony Daniele, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. Notary Public 19MMLLE GINSBERG 48b"-Public,State of New V" I No.0101472&-446 mExCounty on Expk'sj In Queens 2 SCHEDULE A All that certain,plot, piece or parcel of land with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold,County Suffolk and State of New York, bounded and described as follows: BEGINNING on the Northerly side of Sound View Avenue at a point where the same would be intersected by a line running North 3 degrees 23 minutes 00 seconds East from the Northerly side of Sound View Avenue to mean highwater mark of Long Island Sound at a distance throughout its length of 66 '/z feet from the Easterly boundary of land of C.Poey; RUNNING THENCE from the said point of beginning along the line just mentioned to mean high water of Long Island Sound; THENCE RUNNING in an Easterly direction along the mean water mark of Long Island Sound to a line parallel with the first mentioned line and distant therefrom 66 Meet; RUNNING THENCE in a Southerly direction along the line just mentioned to the Northerly side of Sound View Avenue; and RUNNING THENCE in a Westerly direction along the Northerly side of Sound View Avenue to the point or place of BEGINNING. TOGETHER with all right,title and interest of the part of the first part, if any, in Sound View Avenue to the center line thereof opposite and adjacent to said plot or parcel of land and in and to the beach and lands under water of Long Island Sound in front thereof. 3 CC#: C15-3867 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 02/03/2015 under Liber D00012805 and Page 853 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 02/03/2015 SUFFOLK COUNTY CLERK <;7- Q. JUDITH A.PASCALE SEAL iIIIIIIIIIIIIIIDIIIIIVIIIVIIIVIIIVIIIVIIIIIIIIIII 111111 VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 02/03/2015 Number of Pages: 8 At: 10:13:11 AM Receipt Number : 15-0013280 LIBER: D00012805 PAGE : 853 District: Section: Block: Lot: 0900 043.00 02 .00 011 .000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $40 .00 NO Handling $20 .00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0 .00 NO Notation $0 .50 NO Cert.Copies $5 .20 NO RPT $60.00 NO Fees Paid $145.70 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County �,oF $0�jp John M. Bredemeyer III, President �� yol Town Hall Annex Michael J.Domino,Vice-President O 54375 Main Road P.O. Box 1179 James F.King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee ® �@ Telephone(631) 765-1892 Charles J. Sanders,Trustee Ii�COU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 21, 2015 Mr. Robert E. Herrmann En-Consultants , 1319 North Sea Road Southampton, NY 11968 RE: SOUNDFRONT HOLDINGS, LLC 20275 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 51-4-8 Dear Mr. Herrmann: T following wn'B r of Trustees at their Regular The fo o m action was taken b the.Southold To oa d 9 Y 9 Meeting held on Wednesday, January 21, 2015: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit#8047 and Coastal Erosion Hazard Permit#8047C, as issued on February 20 2013. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, John M. Bredemeyer III President, Board of Trustees JMB/amn �. 0;,x,./21/2015 10:29 FAX 6312836136 EN-CONSULTANTS,INC. X1001 1319 North Sea Road En-Consultants Southampton, NY 11968 Phone: (631)283-6360 Fax:(631)283-6136 Email:kstephens@enconsuliants.com To: Amanda/Elizabeth From: KIM Fac: 631-765-6641 Pages: 4(INCLUDING COVER) Phone: 631-765-18 37 Date: 1/21/201,5 Re: SoundFrorr Holdings,LLC CC: #1000-51-4-8 Q Urgent ❑ F:-r Review ❑Planse Comment ❑please Reply ❑Please Recycle e Comments: Fc llov6ng for your reference is a copy of the signed and notarized Declaration of Covenants. We will record the document in the Office of the Suffolk County Clerk next week and provide you with a c 7py of the recorded document at time. -� U JAN 2 1 2015 I 0„,/21/2015 10:29 FAX 6312836136 EN-CONSULTANTS,INC. 2002 DECLARATION OF COVENANTS THIS DECLARA' 10N made this 6day of ' 2013, by SoundFront Holdings, LLC, whose address is in are of the Law Offices of Anthony K. Daniele, 75 Rockefeller Plaza, 16u' Floor, New York,NY 10019 hereinafl ur referred to as"DECLARANT": WITNESSETH: WI-IEREAS, DECLARANT is the owner of certain real property located at 20275 Soundview Avenue, Town of Southold, Count-of Suffolk, State of New`fork, desxihed in the Suffolk County Tax Map as-District 1,000, Section 51,Block 4 Lot 8,which is more particularly bounded and described as set forth in Schedule "A" xiaoxed hereto,hereinafter referred to as the Property; WHEREAS, the Property is situated on lands Within the jurisdiction of the Board of Trustees of the Town of Southold (herei rafter the "Trustees") pursuant to Chapter 275 of the 'Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval a the Trustees prior to being conducted; WHEREAS, the DECLARANT therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Tows, of Southold to rutdertake certain regulated activities;and WHEREAS, as a conditlol7 of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that 1 ten-foot wide"nonturf buffer"be established and maintained seaward of the Coastal Erosion Hazard Area bouiadary, NOW,THERE-FORE,the DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained seaward of the Coastal Erosion Hazard Area boundary on the subj-,ct premises a ten-foot wid.e"nonturf buffer” as defined by Chapter 275 of the Town Code; and I � I ill 01/21/2015 10:30 FAX 6312836136 EN-CONSULTANTS,INC. X1003 2) These covenants shall run with the land and shall be binding on the DECLARANT, its heirs, assigns, punAlasers, or successors in interest and may be modified only upon resolution of the Board of Tri istees. IN WITNESS WHEREOF, the owners have duly executed this instrument this, day of 013. SoundFront Holdings,LLC Anthony 4ane, anaging Member STATE OF Pw YRil- ss: ,/ COUNTY OF /+�iw )^ On tile�day of , in the year 2013,before me the undersigned,a Notary Public in and for said State, personidly appeared Anthony Dan.iele, personally known to me or'proved to me on the basis of satisfactory evidence to b�;tbe individual whose name is subscribed to the within instrument and acknowledged to me. that he executed'the 5anie in his capacity, and that by his signature on the instrument, the individual or the person on behalf of wbich he individual acted,executed the instrument. Notary Public EmMLLE OINSEERQ NGtwi' Na 10181472 88M w YArk Qualified In Queens COU �em1881Oq Expitge Nevembgrol,9014 2 I i f . 01/21/2015 10:30 FAX 6312836136 EN-CONSULTANTS,INC. X1004 SC:HLI7'ULE A All that certain plot, piece or parcel of land with the buildings and improvements thereon erected,situate, lying and being in the Town of I-outhold,County Suffolk and State of New York,bounded and described as follows- BEGINNING on the Noel erly side of Sound View Avenue at a point where the same would be intersected by a line running Notth 3 del reps 23 minutes 00 seconds East from the Northerly side of Sound View Avenue to mean highwater mark of Long Island Sound at a distance throughout its length of 66 %2 feet from the Easterly boundary of land of C.Po+y; RUNNING THENCE frost the said point of begino.ing along the line just mentioned to mean high water of Long Island Sound; THENCE RUNNING in ai Easterly direction along the mean watermark of Long Island Sound to aline parallel with the first mentioned lute and distant therefrom 66 IA feet; RUNNING THENCE in a Southerly direction along the line just mentioned to the Northerly side of Sound View Avenue; and RUNNINGTi-IENCE in a Westerly direction along the Northerly side of Sound View Avenue to the point or place of BEGINNING. TOGETHER with all righ:,title and interest of the part of the first part, if any, in Sound View Avenue to the center line thereof opposit and adjacent to said plot or parcel of land and in and to the beach and lands under water of bong Island Sout d in front thereof. John Bredemeyer, President guFFO(�.c Town Hall Annex Michael J. Domino, Vice-President °° °°y 54375 Route 25 James F. King y $ P.O. Box 1179 'Charles J. Sanders • Southold, NY 11971 Dave Bergen y�O1 ,� �a Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Inspection/Work Session Report Date/Time: /,Field En-Consultants on behalf SOUNDFRONT HOLDINGS, LLC requests a One-Year Extension to Wetland Permit#8047 and Coastal Erosion Hazard Permit#8047C, as issued on February 20, 2013. Located: 20275 Soundview Avenue, Southold. SCTM# 51-4-8 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part'of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: Copdit' s: U� J f1 Present Were: / J. Bredemeyer__LlQl. Domino /J. King zC. Sanders D. Bergen Bay Constable Other Form filled out in the field by Mailed/Faxed to: Date: i i i MARTIN D.FINNEGAN SCOTT A.RUSSELL TOWN ATTORNEY Supervisor martin.finnegan@town.southold.ny, �QF S 0Ujy JENNIFER ANDALORO ;`O ®�� Town Hall Annex, 54375 Route 25 ASSISTANT TOWN ATTORNEY P.O.Box 1179 jennifer.andaloro@town.southold.ny.us Southold,New York 11971-0959 LORI M.HULSE a Telephone(631) 765-1939 ASSISTANT TOWN ATTORNEYIVT`I,� Facsimile(631) 765-6639 lori.hulse@town.southold.ny.us R[ C� GCD �IE OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD AY - 3 2013 F uthold bwn Nird Kim Stephens May 3, 2013 En-Consultants 1319 North Sea Road Southampton,NY 11968 RE: Soundfront Holdings,LLC,Wetlands Permit No.8047& 8047C Dear Ms. Stephens, I have reviewed the Declaration of Covenants draft you submitted to this office with respect to the above referenced application concerning,the ten foot wide non turf buffer to be established and subsequently maintained seaward of the Coastal Erosion Hazard Boundary. The covenants and restrictions document must be executed and filed with the County pursuant to§275-10(K)of the Southold Town Code. Please note that a copy of this document or, in the alternative, a sworn statement attesting to the filing is to be presented to the Office of the Board of Trustees within 90 days of issuance.of the permit. Regards, i' Lori-M. Huls Assistant Town Attorney jJ Cc: Board of Trustees i �F� At EN-CONSULTANTS December 5,2014 Jj DEC 1 5 2014 i PERMIT EXTENSION RF.QTMU Town of Southold Board of Trustees Post Office Box 1179 Southold,New York 11971 Re: Soundfront Holdings,LLC 20275 Soundview Avenue, Southold SCTM#1000-51-4-8 Permits#8047.&#8047C Dear Board of Trustees: The above referenced permits are due to expire February 20,2015 As the approved work has not been completed,would you kindly extend your permit for a period of at least one year. A copy of the p6rmits and each permit fee of$50.00 are attached. Thank you in advance for your attention to this matter. You s truly, Robert E. Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting James F. King,President �pp� �pG Town Hall,53095 Main Rd. Bob Ghosio,Jr.,Vice-President P.O.Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer � ♦ Telephone(631)765-1892 Michael J.Domino a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1st day of construction / '% constructed �/ Project complete, compliance inspection BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8047 DATE: FEBRUARY 20, 2013 ISSUED TO: SOUNDFRONT HOLDINGS, LLC PROPERTY ADDRESS: 20275 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 51-4-8 AUTHORIZATION Pursuant to therovisions of Chapter 275 and/or Chapter I I 1 of the Town Code of the Town of P p P i Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 20,2013,and in consideration of application fee in the sum of$500.00 paid by En-Consultants or authorized waiver of Town Board and subject to the Tetras and Conditions as stated in the Resolution,the i Southold Town Board of Trustees authorizes and permits the following: t \ Welland Permit to construct approximately 65 linear feet of steel bulkhead with 20'and 10' returns at toe of bluff in-place of(and f12"higher than)existing storm damaged concrete seawall to be removed; remove existing collapsed steel sheet piling wall from behind concrete seawall;construct approximately 47 linear feet of vinyl retaining wall with t9' and f10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction;construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings; re-nourish bluff face with approximately 130 cubic yards of clean sandy fill to be trucked in from an approved upland source; re-vegetate bluff face with native vegetation; remove collapsed stairway and construct new 4'x50'stairway with landings down bluff face; construct 5'x6' landing and 4'x12'steps to beach off proposed bulkhead; replace collapsed brick patio on grade behind proposed retaining wall;and establish approximately 10' wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary;with the condition that additional clean fill can be brought in if the proposed 130 cubic yards is not sufficient to restore bluff;and as depicted on the site plan prepared by Jeffrey T.Butler, P.E., P.C.,last dated November 7,2012,and stamped approved on February 20,2013. j IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. O w ,y • Pq wWA'Vnalfifr lMM�r SIXr?3WW h.M uM.+4dFCr:Yt n )r ) yad hr a nu paeuu Y� ur SL -. aixfn:i un as nay r.:n"W .. .'; nr n a uiYn TERMS AND CONDITIONS The Permittee Soundfront Holdings LLC residing of 20275 Soundview Avenue, Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this pennit, 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 Pennit 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 Pemrit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Pennittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this pennit, which may be subject to revoke upon failure to obtain same. James F. King, President Of SOUTy� Town Hall Annex Bob Ghosio,Jr.,Vice-President ,�O �� 54375 Main Road Dave Bergen P.O. Box 1179 Southold, New York 11971-0959 John Bredemeyer G Michael J. Domino .2 4�0 Telephone(631) 765-1892 �IYCOU 'N Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#8047C Applicant/Agent: En-Consultants Permittee: Soundfront Holdings, LLC SCTM#: 51-4-8 Project Location: 20275 Soundview Avenue, Southold Date of Resolution/Issuance: February 20, 2013 Date of Expiration: February 20, 2015 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To construct approximately 65 linear feet of steel bulkhead with 20'and 10'returns at toe of bluff in-place of(and±12"higher than)existing storm damaged concrete seawall to be removed;remove existing collapsed steel sheet piling wall from behind concrete seawall;construct approximately 47 linear feet of vinyl retaining wall with t9'and t10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be trucked in from an approved upland source;remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction;construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings;re-nourish bluff face with approximately 130 cubic yards of clean sandy fill to be trucked in from an approved upland source;re-vegetate bluff face with native vegetation;remove collapsed stairway and construct new 4'x50'stairway with landings down bluff face;construct 5'x6'landing and 4'x12'steps to beach off proposed bulkhead;replace collapsed brick patio on grade behind proposed retaining wall;and establish approximately 10'wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary;with the condition that additional clean fill can be brought in if the proposed 130 cubic yards is not sufficient to restore bluff;and as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated November 7,2012,and stamped approved on February 20,2013. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: Additional clean fill can be brought in if the proposed 130 cubic yards is not sufficient to restore bluff In accordance with Chapter 111-15 Erosion Protection Structures: XX A maintenance agreement is attached hereto and is a necessary special condition of this permit. ),,. rv- BY: James F. King, President Board of Trustees James F.King,President aQF soofy Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O� �� 54 Main Road P.O..Box 1179 Dave Bergen # Southold,New York 11971-0959 John Bredemeyer G p� Telephone(631) 765-1892 Michael J.Domino �`O , Fax(631) 765-6641 Comm BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (We) Soundfront Holdings, LLC The owners of record of property at: 20275 Soundview Avenue. Southold, New York SCTM#: 1000-51-4-8 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: to construct aooroximately 65 linear feet of steel bulkhead with 20'and 10' returns at toe of bluff in-place of(and*12"higher than)existing storm damages) concrete seawall to be removed• construct aooroximately 47 linear feet of vinyl retaining wall with t9'and±10' returns at top of bluff and backfill with aegrroximately 15 cubic yards of clean sandy fill to be trucked in from an approved upland source:remove collapsed steel sheet oiling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction:construct limbar terrace retaining walls on face of bluff to retain Proposed fill and Plantings:re-nourish bluff face with aooroximately 130 cubic ards of clean sandy fill to be trucked in from an approved upland source re-vegetate bluff face with native vegetation:and establish approximately 10'wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary, as shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees. We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource features. _50v, Fr h 4 e L a in+6 3 [[ c Notarized signatu a of owner of record t)v = /�NfNuy '29,vrEcc�4A. Mona�yl ESTELLE GINSBERG Notary Public Notary Public, State of New York No. OIG14728346 Qualified in Queens County Oommission Expires November 30.2014 This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. 0 0 James F. King, President ��Of sooTyo Town Hall Annex Bob Ghosio,Jr.,Vice-President 54375 Main Road P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G Q Michael J. Domino '� �� Telephone(631) 765-1892 22 COU '_e.11 Fax(631) 766-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 20, 2013 Mr. Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: SOUNDFRONT HOLDINGS, LLC 20275 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 51-4-8 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 20, 2013 regarding the above matter: WHEREAS, En-Consultants on behalf of SOUNDFRONT HOLDINGS, 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, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated January 25, 2013, 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 February 20, 2013, at which time all interested persons were given an opportunity to be heard, and, 2 0 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 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of SOUNDFRONT HOLDINGS, LLC to construct approximately 65 linear feet of steel bulkhead with 20' and 10' returns at toe of bluff in-place of (and ±12" higher than) existing storm damaged concrete seawall to be removed; remove existing collapsed steel sheet piling wall from behind concrete seawall; construct approximately 47 linear feet of vinyl retaining wall with ±g' and ±10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction; construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings; re-nourish bluff face with approximately 130 cubic yards of clean sandy fill to be trucked in from an approved upland source; re-vegetate bluff face with native vegetation; remove collapsed stairway and construct new 4'x50' stairway with landings down bluff face; construct 5'x6' landing and 4'x12' steps to beach off proposed bulkhead; replace collapsed brick patio on grade behind proposed retaining wall; and establish approximately 10' wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary; with the condition that additional clean fill can be brought in if the proposed 130 cubic yards is not sufficient to restore bluff; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated November 7, 2012, and stamped approved on February 20, 2013. 3 • 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: $0.00 Ve truly yours, or �� James F. King President, Board of Trustees JFK/amn 0 0 James F. King,PresidentgQFFQ( Town Hall Annex �o �c Bob Ghosio,Jr.,Vice-President $�Y� 54375 Route 25,P.O. Box 1179 Dave Bergen 7i �n Southold,NY 11971 John Bredemeyer �j ``` Telephone(631)765-1892 Michael J.Domino �Ol �a0 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLDn TO: 1—::7Vl— Consuk-1-boAS Please be advised that your application dated 112-5 3 has been reviewed by this Board at the regular meeting of 2 ,4-b and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 15t Day of Construction ($50.00) '/2 Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) XX 30-Year Maintenance Agreement Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 0 , 0 b BY: James F. King, President Board of Trustees o�gOFFQt�.� • Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary ,� T P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1892 Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Tues., February 12, 2013 the following recommendation was made: Moved by Doug Hardy, seconded by John Stein, it was RESOLVED to NOT SUPPORT the Wetland Permit and Coastal Erosion Permit applications of SOUNDFRONT HOLDING, LLC. to construct approx. 131 If. of vinyl or fiberglass bulkhead partially in the same location, partially landward of, and up to +/-12" higher than existing storm damaged concrete seawall to be removed; construct two (2) 16' returns; maintain as stone toe armor at south/west end of proposed bulkhead the existing stone previously emplaced pursuant to Wetland Permit#6841 & 6841 C; maintain or remove as necessary existing concrete retaining walls exposed by storm erosion at south/west end of property; reconstruct storm damaged 12.5'X 14.5' deck and 3' wide stairs landward of new bulkhead; reconstruct storm destroyed 3.5'X 3.5' platform and 3.5' steps on seaward side of bulkhead; backfill/renourish storm eroded area landward of bulkhead with approx. 500 cy. of clean sandy fill to be trucked in from an approved upland source; and plant restored sloped embankment to north/east of reconstructed deck with native vegetation. Located: 20275 Soundview Ave., Southold. SCTM#51-4-8 Inspected by: Peter Young, Doug Hardy, John Stein The CAC does Not Support the application and recommends the house is moved back 25', the bulkhead is not raised and constructed with steel. Vote of Council: Ayes: All Motion Carried rsotltholl�' O V DD tn"19 gUF F0( James P. King,President ,G�Q� COG P.O.Bos 1179 Bob Ghosio„Ir.. Vice-Presidenl y� Southold,NY 11971 Dave Bergen Telephone(631 765-1892 John Bredemeycr G T Fax(63 1)765-6641 Michael J. Domino y�of f �yoT. Southold Town Board of Trustees Field InspectionMorksession Report Date/Time: Al-p' En-Consultants on behalf of SOUNDFRONT HOLDINGS, LLC requests a Wetland Permit and a Coastal Erosion Permit to construct approximately 65 linear feet of steel bulkhead with 20' and 10' returns at toe of bluff in-place of(and ±12" higher than) existing storm damaged concrete seawall to be removed; remove existing collapsed steel sheet piling wall from behind concrete seawall; construct approximately 47 linear feet of vinyl retaining wall with ±9' and ±10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction; construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings; re-nourish bluff face with approximately A80 cubic yards of clean sandy fill to be trucked in from an approved upland source; re-vegetate bluff face with native vegetation; remove collapsed stairway and construct new 4'x50' stairway with landings down bluff face, construct 5'x6' landing and 4'x12' steps to beach off proposed bulkhead, replace collapsed brick patio on grade behind proposed retaining wall; and establish approximately 10' wide non- turf buffer seaward of Coastal Erosion Hazard Area boundary. Located: 20275 Soundview Avenue, Southold, SCTM# 51-4-8 Type of area to be impacted: _Saltwater Wetland _Freshwater Wetland _Sound _Bay Distance of proposed work to edge of wetland 7Pa of Town Code roposed work falls under: Chapt.275 apt. 111 _other Type of Application: _I/Wetland _� Coastal Erosion _Amendment —Administrative—Emergency Pre-Submission Violation Info needed: /S`9ur d`/Gc/✓ // LC Modifications: Conditions: Prese Were: J. King �. Ghosio �D. Bergen, Bredemeyer L_� Michael Domino D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: i r..i9lit 1 aYt iSl� V � WI I + ev. �` r 1r�1 N: MA Fl ` � _ ,� �y 1 .. ✓' a �� A u, 4 • - t =' m u 5 fi r. INA t 14 • k ; r d+ e ,bra � � • �. �. 0 0 SOUNDFRONT HOLDINGS,LLC, 20275 SOUNDVIEW AVENUE,SOUTHOLD 1 E JAN Figure 1. Looking east from adjacent beach to west at existing concrete seawall to be replaced with steel bulkhead. 7 Figure 2. Looking west from adjacent beach to east at existing concrete seawall to be replaced with steel bulkhead and at adjacent vinyl bulkhead to east recently constructed in place ofpreviously existing concrete seawall. SOUNDFRONT HOLDINGS,LLC,20275 SOUNDVIEW AVENUE,SOUTHOLD Figure 3. Looking south from subject beach at face of concrete seawall to be replaced with steel bulkhead;at bluffface to be terraced,renourished,and revegetated;and at collapsed stairway to be replaced. I Figure 4. Looking north from top of bluff(and brick patio to be replaced)over location of proposed retaining wall, at collapsed retaining wall to be removed,and down bluffface to be terraced,renourished,and revegetated. 0 SOUNDFRONT HOLDINGS,LLC,20275 SOUNDVIEW AVENUE,SOUTHOLD G Ir ' iN Figure 5. Looking west along top of bluff over location of proposed retaining wall and location of proposed stairway; at collapsed retaining wall to be removed;and at bluffface to be terraced, renourished,and revegetated. .nsM +a: Figure 6. Looking east along top of bluff over location of proposed retaining wall and toward location of proposed stairway;at collapsed retaining wall to be removed;and at bluffface to be terraced,renourished,and revegetated. N 4 SOUND eEce,crory ISIANO Y LONG / lO e9 P.,70 t _ f9 eYE ,I V OGNiR6 �a.,..,,�_.. W G �� vizi ^£ .� � „x11 .✓" � •' .�Nu �' o- •� © :ya IF H / w F C COUNTY OF SUFFOLK © _ v oimow no �� -d-- � 1-n _u_ _O— u __•—_ —�..___—_ v Raele P'mPeM1Y TV Sara gA9an% v sp 51 -n/ EN-CONSULTANTS n � CEIVE D March 27, 2013 U� MAA 2 8 2013 Town of Southold Southold Town Board of Trustees Boa d of Trustees 54375 Main Road Post Office Box 1 179 Southold, New York 11971 Arm.: Elizabeth Cantrell Re: Soundfront Holdings, LLC 20275 Soundview Avenue, Southold SCTM #1000-51-4-8 Dear Ms. Cantrell: Enclosed for your files is the 30-Year Maintenance for the above referenced property. I hope this submittal shall enable issuance of the Wetland and Coastal Erosion permits. Thank you for your attention to this matter. Sincerely, Kim Stephens Enc. - -- — 1319 North Sea Road I Southampton.New York 11968 p 631.283.6360 f 631283.6136 c i i ./ ri�ntal c, 5 a nc; OFFICE LOCATION: ��OF SO(/ryO MAILING ADDRESS: Town Hall Annex �O l� P.O. Box 1179 54375 State Route 25 y .If. Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) TT Telephone: 631 765-1938 Southold, NY 11971 A Q P Fax: 631765-3136 Cow, � LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDU n E Q E, I V E D �u;Su FEB 1 3 2013 To: Jim King, President Town of Southold Board of Trustees Southold Town From: Mark Terry, Principal Planner Board of Te es LWRP Coordinator Date: February 12, 2013 Re: Proposed Wetland Permit and a Coastal Erosion Permit for SOUNDFRONT HOLDINGS, LLC SCTM#1000-51-4-8 En-Consultants on behalf of SOUNDFRONT HOLDINGS, LLC requests a Wetland Permit and a Coastal Erosion Permit to construct approximately 65 linear feet of steel bulkhead with 20' and 10' returns at toe of bluff in-place of(and ±12" higher than) existing storm damaged concrete seawall to be removed; remove existing collapsed steel sheet piling wall from behind concrete seawall; construct approximately 47 linear feet of vinyl retaining wall with t9' and t10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction; corrstruct timber terrace retaining walls on face of bluff to retain proposed fill and plantings; re-nourish bluff face with approximately 130 cubic yards of clean sandy fill to be trucked in from an approved upland source; re-vegetate bluff face with native vegetation; remove collapsed stairway and construct new 4'x50' stairway with landings down bluff face; construct 5'x6' landing and 4'x12' steps to beach off proposed bulkhead; replace collapsed brick patio on grade behind proposed retaining wall; and establish approximately 10' wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary. Located: 20275 Soundview Avenue, Southold. SCTM# 51-4-8 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. The due to property size, the relocation of the existing structure is not practical. 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: Lori Hulse, Assistant Town Attorney ��grvFF ptKco • James F. King,President Town Hall, 53095 Main Rd. Bob Ghosio,Jr.,Vice-President P.O. Box 1179 Dave Bergen 1'� Southold,NY 11971 John Bredemeyer Telephone(631) 765-1892 Michael J.Domino 1 �' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use only v oastal Erosion Permit Application Wetland Permit Application Administrative Permit _Amendment/Tran fer/E tension Received Application: yLReceived Fee: �n� E Q E I V E n Completed Application 'I�fnv([I1 U� Incomplete SEQRA Classification: JAN 2 5 2013 Type I_Type II_Unlisted Coordination: (date sent) �LWRP Consistency Asment Form/Jjf Southold Town YAC Referral Sent: ,3 _ I I Boarde ate of Inspection: _Receipt of CAC Report: _Lead Agency Determination: Technical Review: Public Hearing Held t' Resolution: Name of Applicant SoundFront Holdings,LLC c/o Anthony Daniele,Member Address P.O.Box 150,Southold,NY 11971 Phone Number: (640 283-2854 Suffolk County Tax Map Number: 1000 - 51-4-8 Property Location: 20275 Soundview Avenue, Southold (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 cp a �� 02/04/2015 13:33 FAX 63128381 EN-CONSULTANTS,INC. • 2002 Board of Trustees Application GENERAL DATA Land Area(in square feet): 15,406 Area Zoning:_ 8-40 Previous use of p operty: Residential,one-family dwelling. Intended use of property: No change. Covenants and Restrictions: Yes X No If"Yes", please provide copy. Does this project n quire a variance from the Zoning Board of Appeals Yes X No If"Yes",please provide copy of decision. Will this project -equire any demolition as per Town Code or as determined by Building Dept. Yes X No Does the structure(;)on property have a valid Certificate of Occupancy Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees #6018 October 20,2004 NYS DEC TW Permii #1.4738-03345/00001 September 1,2004 No prior p;rmits/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 Descriptor(use attachments if necessary): Construct approximate y 65 linear feet of steel bulkhead with 20'and 10'rutums at tue of blufFin place of(and*/-12"higher than) existing storm damage i concrete seawall to be removed:move existing collapsed steel sheet piling wall from behind concrete, seawall;construct apq oximately 47 linear feet of vinyl retaining wall with+A7 and+/-10'retums at top of bluff and backfill with approximately i5 cy o: clean sandy fill to be trucked in From an approved upland source;remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland$nils during cot sfruction;construct timber tetnwe retaining welts on face of bluff to retain proposed fill and plantings; renourish bluff fact wish approximately 130 cy of clean sandy fill to be trucked in from an approved upland source;revegetaw bluff face with native,cgetation;remove collapsed stairway and construct new 4'x 50'stairway with landings down bluif face; constmet Tx 6 landin;and 4'x 12'steps to beach off proposed bulkhead;replace collapsed brick patio on grade behind proposed retaining wall;and est.blish approximately 10'wide nontwf buffer seaward of Coastal Erosion Haaard Area boundary,all as depicted and describe[ on the cngincaing plans by Jeffrey T.Butler,P.E.,P.C.,last dated November 7,2012_ Yd of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To replace existing storm damaged concrete seawall and restore and maintain the storm eroded bluff face and upland areas landward of the bulkhead;and to replace the destroyed stairways to restore and maintain pedestrian access down the bluff and to the beach. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated?+/-110 cubic yards (for installation of proposed upper retaining wall) How much material will be filled? +/-145 cubic yards (for backfill and renourishment material) Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Approximately 145 cubic yards of sandy fill will be dumped and graded behind proposed bulkhead and retaining wall to backfill structures and to renourish storm eroded bluff face. 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 seeks to replace an existing storm damaged concrete seawall with a steel bulkhead in the same location(and +/-12"higher);to restore and provide a reasonable increase in the historically maintained protection of the bluff,upland property,and existing residence against erosion and flooding;to restore the bluff via terracing,sand renourishment,and revegetation;and to restore and maintain pedestrian access down the bluff and to the beach. The project will effectively maintain the historically preexisting conditions along this bulkheaded shoreline without any change in or significant adverse impact on the adjacent unvegetated wetland area or tidal waters of the Town except that the project will result in 1)a net reduction in the area of the fronting beach occupied by structure as a result of the removal of the large concrete "knees" supporting the existing seawall;and 2)the vegetative restoration of the bluff face currently covered by collapsed structures. �oard of Trustees Applica0n COASTAL EROSION APPLICATION DATA Purposes of proposed activity. To replace existing storm damaged concrete seawall and restore and maintain the storm eroded bluff face and upland areas landward of the bulkhead;and to replace the destroyed stairways to restore and maintain pedestrian access down the bluff and to the beach. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? +/-110 (cubic yards)(for installation ofproposed upperretaining wall) How much material will be filled? +/-145 (cubic yards)(for backfill and renourishment material) Manner in which material will be removed or deposited: Approximately 145 cubic yards of sandy fill will be dumped and graded behind proposed bulkhead and retaining wall to backfill structures and to renourish storm eroded bluff face. Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) The project seeks to replace an existing storm damaged concrete seawall with a steel bulkhead in the same location (and+/-12"higher);to restore and provide a reasonable increase in the historically maintained protection of the bluff,upland property,and existing residence against erosion and flooding;to restore the bluff via terracing,sand renourishment,and revegetation;and to restore and maintain pedestrian access down the bluff and to the beach. The existing,developed site has been improved with and supported and protected from flooding and erosion by the existing concrete seawall since prior to 1977,and there is no viable non-structural alternative means of maintaining and protecting the bluff and the upland portion of the property in their current location. Without replacement and maintenance of the seawall,the subject and adjacent properties would be exposed to severe erosion,flooding,and damage to the residential structures located thereon;and without the restoration of the vegetated bluff face,it would not be able to serve its protective role to the property as its sole natural protective feature. The project will effectively maintain the historically existing conditions along this bulkheaded shoreline without any significant change in or significant adverse impact on the adjacent beach or neighboring properties,which are also stabilized at the bluff toe by bulkheads,except that the project will result in 1)a net reduction in the area of the fronting beach occupied by structure as a result of the removal of the large concrete"knees"supporting the existing seawall;and 2) the vegetative restoration of the bluff face currently covered by collapsed structures. PROJECT ID NUMBER • SEQR APPPENEN DIX C STATE ENVIRONMENTAL QUAL EW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART 1-PROJECT INFORMATION (To be completed by A plfcant or Project Sponsor) 1.APPLICANT/SPONSOR 2.PROJECT NAME SoundFront Holdings,LLC by En-Consultants 3.PROJECT LOCATION: Municipality Southold County Suffolk 4.PRECISE LOCATION:Street Address and Road Intersections.Prominent landmarks etc-or provide map 20275 Soundview Avenue,Town of Southold,SCTM#1000-51-4-8 5.IS PROPOSED ACTION: ® New ❑Expansion ❑Modification/alteration 6.DESCRIBE PROJECT BRIEFLY: Construct approximately 65 linear feet of steel bulkhead with 20'and 10'returns at toe of bluff in place of(and+/-12"higher than)existing storm damaged concrete seawall to be removed;remove existing collapsed steel sheet piling wall from behind concrete seawall;construct approximately 47 linear feet of vinyl retaining wall with+/-9'and+/-10'returns at top of bluff and backfill with approximately 15 cy of clean sandy fill to be trucked in from an approved upland source;remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction;construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings;renourish bluff face with approximately 130 cy of clean sandy fill to be trucked in from an approved upland source;revegetate bluff face with native vegetation;remove collapsed stairway and construct new 4' x 50'stairway with landings down bluff face;construct 5'x 6'landing and 4'x 12'steps to beach off proposed bulkhead;replace collapsed brick patio on grade behind proposed retaining wall;and establish approximately 10'wide nonturf buffer seaward of Coastal Erosion Hazard Area boundary,all as depicted and described on the engineering plans by Jeffrey T.Butler,P.E.,P.C.,last dated November 7,2012. 7.AMOUNT OF LAND AFFECTED: Wtially 0.354 acres Ultimately 0.354 acres 8.WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? ®Yes E] No If no,describe briefly: 9.WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT?(Choose as many as apply.) ®Residential 1:1 Industrial 11 Commercial Agriculture E]Park/Forest/Open Space Other(describe) 10.DOES ACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY(Federal,State or Local) ®Yes ❑No If yes,list agency name and permit/approval: NYS DEC,USA COE,NYS DOS 11.DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ❑Yes ®No If yes,list agency name and permit/approval: 12 ASAT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? Yes No I CERTIFY TLTTHE NFORMATIONPROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/Sponsor Nam . Hemnann,Coastal Management Specialist Date:January 14,2013 Signature If the action is a Coastal Area,and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment PART 11 -IMPACT ASSESSMENT(To be completed by Lead Agency) A.DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617.4?If yes,coordinate the review process and use the FULL EAF. Yes ❑No B.WILL ACT10N RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6?If No,a negative declaration no be superseded by another involved agency. ❑ Yes No C.COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten,if legible) Cl.Existing air quality,surface or groundwater quality or quantity,noise levels,existing traffic pattem,solid waste production or disposal, potential for erosion,drainage or Flooding problems?Explain briefly: C2.Aesthetic,agricultural,archaeological,historic,other natural or cultural resources;or community or neighborhood character?Explain briefly: C3.Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly: C4.A community's existing plans or goals as officially adopted,or a chane in use or intensity of use of land or other natural resources?Explain brieFl C5.Growth,subsequent development,related activities likely to be induced by the proposed action? Explain briefly: C6.Long term,short,term,cumulative,or other effects not identified in Cl-C5? Explain briefly: C7.Other impacts(including changes in use of either quantity or type of energy?Explain briefly. D.WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)? If yes,explain briefly: ❑ Yes ❑No I —: :1 E ERE,OR IS THERE LIKELY TO BE CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS?If es explain. Yes [—]No PART III-DETERMINATION OF SIGNIFICANCE(To be completed by Agency) INSTRUCTIONS:For each adverse effect identified above,determine whether it is substantial,large,important or otherwise significant.Each effect should be assessed m connection with its(a)setting(i.e.urban or rural);(b)probability of occurring;(c)duration,(d)irreversibility;(e) geographic scope;and(f)magnitude.If necessary,add attachments or reference supporting materials.Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed.If question d of part ii was checked yes,the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA. Check this box if you have identified one or more potentially large or significant adverse impacts which MAY occur.Then proceed directly to the FULL EAF and/or prepare a positive declaration. 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 AND provide,on attachments as necessary,the reasons supporting this determination BEd 5- Za/� Name of Lead Agency Date SIF_s ye:� Print or Type Name of ResponsibleOfficer�m Lead Agency Title of Responsible Officer C5�7- Z:= *gnature of Kesponsmie Officer mgent y Signature of Preparer rent from responsible officer) NOTICE TO ADJACENT PROPERTY OWN E col BOARD OF TRUSTEES, TOWN OF SOUTHOLD FEB 1 2 P013 UI In the matter of applicant: Southold Town B ar of Tru e SoundFront Holdings,LLC SCTM#1000-151-4-8 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Construct approximately 65 linear feet of steel bulkhead with 20'and 10'retums at toe of bluff in place of(and+/-12" higher than)existing storm damaged concrete seawall to be removed;remove existing collapsed steel sheet piling wall from behind concrete seawall;construct approximately 47 linear feet of vinyl retaining wall with+/-9'and+/-10' returns at top of bluff and backfill with approximately 15 cy of clean sandy 511 to be trucked in from an approved upland source;remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction;construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings;renourish bluff face with approximately 130 cy of clean sandy fill to be trucked in from an approved upland source;revegetate bluff face with native vegetation;remove collapsed stairway and construct new 4'x 50'stairway with landings down bluff face;construct 5'x 6'landing and 4'x 12'steps to beach off proposed bulkhead;replace collapsed brick patio on grade behind proposed retaining wall;and establish approximately 10'wide nonturf buffer seaward of Coastal Erosion Hazard Area boundary, all as depicted and described on the engineering plans by Jeffrey T.Butler,P.E.,P.C.,last dated November 7,2012. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 20275 Soundview Avenue,Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: February 20,2013 @ 4:00 P.M. You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. SoundFront Holdings,LLC PROPERTY OWNERS NAME: c/o Anthony Daniele,Member MAILING ADDRESS: P.O.Box 150,Southold,NY 11971 PHONE#: 646-283-2854 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road,Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. ENERAL -E'u�L°''b'+'dz Jw�w.�rNoro® aoEMOL'11 IJ r5�. c�,. 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I *ROOF OF MAILING OF NOTICIO ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Celeste Theophilos 73-22 Nth Road Astoria, NY 11102 Michael D&Yolanda Kanes Esposito 330 East 38th Street,Apt. 530 New York,NY 10016 State of New York SUNY,50 Circle Road Stony Brook,NY 11790 Claudia Purita 19995 Soundview Avenue Southold,NY 11971 2,D ECEIVE E E 8 1 2 2013 D Southold Town ar fTr to STATE OF NEW YORK COUNTY OF SUFFOLK Robert E. Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 being duly sworn, deposes and says that on the 8th day of February 20—13 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton that said Notices wer Mailed to each of said persons by (certified)( ) mail. Sworn to before me this 8th NIM H , STEPHEN S day of February —,20 13 NOTARY PUBLIC STATE f F PEYORK CON/ lNALIF1E031M SIIFFOLK COY TY t ;5 `� Notary Public WIIIE$ AOkU[SI Z. 10L_ U.S. Postal Servicev, U.S. Postal Servim,, I CERTIFIED MAILT,, RECEIPT CERTIFIED MAILT. RECEIPT (Domestic Mail Only;NO Insurance Coverage Provided) a .. . m ruLn ra CO CO ,.-q rq 7 Postagw ;SCJ S Postage It N Candied Fee ti CeriHled Fee Poe aWark Return Reeelpt Fee Woe Rehm Receipt Fee y era G (Endorsement Required) C3 (Endorsement Required) , C3 O Restroted Delivery Fee - p Restricted Delivery Fee (Endorsement Required) (Endorsement Required) , Total Po^•^^^c c^^ = Total Pos' "- & ru sear ° Celeste Theophilos ra •"'T° Michael D.&Yolanda Kanes Esposito r:i svW,,Ai 23-22 30th Road A somw-bt 330 East 386 Street, Apt. 530 C3 or PosaAstoria NY 11102 ------- r3 -PD Box New York,NY 10016 r' CIN Sieh CIN.slate, PostalServim Postal CERTIFIED MAIL - RECEIPT CERTIFIED MAIL ,, RECEIPT NOnly;(Domestic MailN (Domestic Er 0 FFIQIAL USE � L FI b . L USE N Postage $ /4 r,� I -\ tti ge It \( r9 \` ra Certified Fee CeMod Fee flu Po§tmerk nu O Rem,Receipt Fee Rere C3 Retum Receipt Fee > re C (End reemerd Required) O (Entloreenrent Required) O C3 Restdoted Delivery Fee % Residcted Delivery Fee O (Endorsement Required) r O (Endorsement Required) S S Total------- -0 Torel Pr -- rR r9 ru sera T, State of New York ru seat To Claudia Purita o !beef, SUNY, 50 Circle Road C3 silee,AJ 19995 Soundview Avenue or PO' Stony Brook,NY 11790 --------- r` °`.POBo Southold,NY 11971 Cdy sl Ciry,Star - I'Illl'n'IIOIS F E B 1 2 2013 so�mmd rdWfi Boar of Trustees • F04 01 • James F.King,President Town Hall,53095 Main Rd. 1' Bob Ghosio,Jr.,Vice-President u. rfw P.O.Box 1179 Dave Bergen O Southold,NY 11971 John Bredemeyer Telephone(631)765-1892 Michael J. Domino �1 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD D CCE VE BOARD OF TRUSTEES: TOWN OF SOUTHOLD FEB 2 D --------------------------------------------------------------- 0 2013 In the Matter of the Application of outhald iown SOUNDFRONT HOLDINGS. LLC it COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING 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 7thlay of February 2013, I personally posted the property known as 20275 Soundview Avenue, Southold; SCIM #1000-51-4-9 by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesda Februai 20 2013. Dated: (signatur Sworn to before me this 20thday of Feb 20 13 ( Ne 1 Public KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES 06UST 7 . ZOJ , NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held by the SOUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. To construct approximately 65 linear feet of steel bulkhead with 2� and 10' returns at toe of bluff in-place of(and ±12"higher than) existing storm damaged concrete seawall to be removed; remove existing collapsed steel sheet piling wall from behind concrete OW N E R(S) O F RECORD: seawall; construct approximately bluff linear feet of vinyl retaining wall with ±g' and ±10' returns at top of bluff and backfill with approximately 15 cubic yards of clean sandy fill tobe trucked in from 50ludian approved upland source; remove collapsed steel sheet piling `—I retaining wall from face of bluff and reuse materials to construct V retaining wall landward of proposed vinyl retaining wall to retain SUBJECT O F PUBLIC HEARING• upland soils during construction; construct timber terrace retaining • walls on face of bluff to retain proposed fill and plantings, re-nourish bluff face with approximately 130 cubic yards of clean sandy fill to be trucked in from an approved upland source; re-vegetate bluff face with native vegetation, remove collapsed stairway and construct new 4'x50' stairway with landings down bluff face; construct 5'x6' landing and 4'x12' steps to beach off proposed bulkhead; replace collapsed brick patio on grade behind proposed retaining wall;and establish approximately 10'wide non-turf buffer seaward of Coastal Erosion Hazard Area boundary. TIME & DATE OF PUBLIC HEARING: ,� 6jeane�2-*X, Febr "yy.?v, 2013 -vn via ' lam. If you have an interest in this project,, you are invited to view the Town file(s) which re available for inspectioY8*a.rn pror the day of the hearing during normal business days between the hours and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631 ) 765- 1892 Board of Trustees Application County of Suffolk State of New York C n// L7Nf-14w R AIVleii, rj,�.4A 14y/ J��+/�d f/°�r BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/ HE 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 TOWN 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(S),TO ENTER ONTOMSignature O INSPECT THE PREMISES IN CONJUNCTION WITH REVIKATION. SWORN TO BEFORE ME THIS DAY OF0A 20L- L Notary Public at Now ��GINSBE 9 0 Board of Trustees Application AUTHORIZATION rr (where the applicant is not the owner) I, ,Sye.�(ront Ppumo . a( residing at 100• (la} Sol Svurh✓d, /J 7 7 � (print owner of property) (mailing address) do hereby authorize (Agent) t h-Co tis k / / c n 4S to apply for permit(s)from the Southold Bo of T rus s on my behalf. (Owne re) • • APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics moh_bits conflicts of interest on the po of town officers and emolovees.The purpose of this form is to provide information which can alert the town of possible conflicts of Merest and allow it to take whatever action is nce ssary to avoid same.Co L�� / YOURNAME: . Ivy FRON7 170,4/,/1'UCrf L C (Last name,first time,middle initial,unless you aro 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 ce st Co 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 my 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 S%of the shams. 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 applicantlagent/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 ran-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 RELATIONSEBP Submitted this 0?# day of �/ 200/' Signature Print Name Form TS 1 4n1 PNOnry a.,/_z tit , ��►<ar Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I. 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- supportine 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, D 7,, eal libraries and the Town Clerk's office.B. DESCRIPTION OF SITE AND PROPOSED ACTION JASCTM# 51 - 4 s PROJECT NAME SoundFront Holdings,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: Construct approximately 65 linear feet of steel bulkhead with 20'and 10'retums at toe of bluff in place of(and+/-12"higher than) existing storm damaged concrete seawall to be removed;remove existing collapsed steel sheet piling wall from behind concrete seawall; construct approximately 47 linear feet of vinyl retaining wall with+/-9'and+/_10'returns at top of bluff and backfill with approximately 15 cy of clean sandy fill to be trucked in from an approved upland source;remove collapsed steel sheet piling retaining wall from face of bluff and reuse materials to construct retaining wall landward of proposed vinyl retaining wall to retain upland soils during construction;construct timber terrace retaining walls on face of bluff to retain proposed fill and plantings;renourish bluff face with approximately 130 cy of clean sandy fill to be trucked in from an approved upland source;revegetate bluff face with native vegetation; remove collapsed stairway and construct new 4'x 50'stairway with landings down bluff face;construct 5'x 6'landing and 4'x 12'steps to beach off proposed bulkhead;replace collapsed brick patio on grade behind proposed retaining wall;and establish approximately 10' wide nonturf buffer seaward of Coastal Erosion Hazard Area boundary,all as depicted and described on the engineering plans by Jeffrey T.Butler,P.E.,P.C.,last dated November 7,2012. Location of action:20275 Soundview Avenue,Southold Site acreage: 15,406 s.f. Present land use: Residential,one-family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:SoundFront Holdings,LLC;c/o Anthony Daniele,Member (b) Mailing address: P.O.Box 150 Southold,NY 11971 (c) Telephone number: Area Code 646-283-2854 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? NYS DEC Tidal Wetland Permit,US ACE Section 10, Yes ® No❑ If yes, which state or federal agency? and NYS DOS Consistency Certification 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 0 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 1:1 No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The project seeks to replace an existing storm damaged concrete seawall with a steel bulkhead in the same location(and+/-12"higher); to restore and provide a reasonable increase in the historically maintained protection of the bluff,upland property,and existing residence against erosion and flooding;to restore the bluff via terracing,sand renourishment,and revegetation;and to restore and maintain pedestrian access down the bluff and to the beach. The existing,developed site has been improved with and supported and protected from flooding and erosion by the existing concrete seawall since prior to 1977,and there is no viable non-structural alternative means of maintaining and protecting the bluff and the upland portion of the property in their current location. Without replacement and maintenance of the seawall,the subject and adjacent properties would be exposed to severe erosion, flooding,and damage to the residential structures located thereon;and without the restoration of the vegetated bluff face,it would not be able to serve its protective role to the property as its sole natural protective feature. The project will effectively maintain the historically existing conditions along this bulkheaded shoreline without any significant change in or significant adverse impact on the adjacent beach or neighboring properties,which are also stabilized at the bluff toe by bulkheads,except that the project will result in 1)a net reduction in the area of the fronting beach occupied by structure as a result of the removal of the large concrete"knees" supporting the existing seawall;and 2) the vegetative restoration of the bluff face currently covered by collapsed structures. Therefore the project is consistent with Policy 4. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The project is consistent with Policy 5 to the extent that the existing concrete seawall partially collapsing into the adjacent surface waters will be replaced with a steel bulkhead that will occupy a smaller footprint on the adjacent beach. 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 0 No ❑ Not Applicable Other than the ecological benefit of replace treated timber bulkhead with untreated viny&thing,the project will effectively maintain the historically preexisting conditions along this bulkheaded shoreline without any change in or significant adverse impact on the adjacent unvegetated wetland area or tidal waters of the Town,except that the project will result in 1)a net reduction in the area of the fronting beach occupied by structure as a result of the removal of the large concrete"knees" supporting the existing seawall;and 2) the vegetative restoration of the bluff face currently covered by collapsed structures. Therefore,to the extent Policy 6 is applicable to the project,the proposed work is consistent with the policy. 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 Insofar as Policy 9 can be applied to the current project,the project is consistent with Policy 9 because the proposed replacement of the existing structure will in no way impede or preclude public access along the adjacent shoreline. In fact,the removal of the concrete "knees"associated witht he existing seawall will actually result in improved public access along the shoreline. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's wadependent uses and promote siti15t new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through r evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATE 1/14/13 Robert E. errmann Amended on 811105 -n/ EN-CONSULTANTS January 14, 2013 Town of Southold ILl/ E C V E Board of Trustees IlJnul D 54375 Main Road Post office Box 1179 JAN 2 5 2013 Southold, New York 11971 Re: SoundFront Holdings, LLC o�m 20275 Soundview Avenue, Southold SCTM#1000-51-4-8 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Three(3)Wetland Permit and Coastal Erosion Permit Applications including: a) Short Environmental Assessment Form; b) Authorization & Disclosure Forms; c) project plans; and d) survey. 2. One(1)set of site photographs. 3. Application fee of$500.00 wetlands. 4. Three(3) LWRP Consistency Assessment Forms including: a) project plan. 1 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. Sine rely, Robert . Herrmann Coastal Management Specialist /khs Enc. -- -- 1319 North Sea Road I Southampton. New York 11968 ! p 631283.63601 IF 631.283.6136 ,•r,l,.r xvit al : ,, gilt ny i6T- FRONT FADE LONG ISL [156'FRONT FINCLUDES AND PROPOSED 51 TE PLAN POR: ' 11,101 (1) 101 RETURN AND(1)El'RETURN] SOUND GENERAL DEMOLITION NOTES: ��WALL L START of DEMOLITION SHALL ONLY BEGIN AFTER THE DEMOLITION cONrrucroR HAS SITUATE AT:MAW ALONG o EX COLLAPSING CM � GM OI OCII BEEN SHOWN THE PROPER REPORTS 51 THAT ALL HAZARDOUS MATERIALS SOUTHOLD,NY ; FOR WORK,P BOTTOM OF BLUFF p D SEAKALL AND KRIS O I r HAVE BEEN REMOVED FROM THE 5ITE USnY FEDERAL,STATE,AND LOCALLY TOWN OF SOUTHOLD SS 50,. A I;� 1 D VINYL SHEET PILING, trO BE REMOVED) 82 82051151-- APPROVED METHODS AND PROGEDURE5 FOR THE MATERIAL IN uv=I i0N. AGGE,55®,TL>IJN BEAG,H ON MAIN RQ(j+"I,, p LAPPING,SHOREC-UARD r E EX COAG,WINS HALL REAN5 OF STEEL 5EAWALL 2.ALL 5TRULTURES,BOTH ADDVE AND BELOW GRADE ARE SFDWN AS A GUIDE FOR SUFFOLK COUNTY, NEW YORK I � l tE PART No.AN STR 5HORE6UARD 625 6 66.64 TO BE REIAOV`cD DEMOLITION.LOCATION OF SUBSURFACE STRUCTURES ARE ESTIMATED TO BE 5GTM NO.; 1000-51-04-05 tqt 6'-D"O.L. xNTDUI...... :.(, (FO BE REMOVED-T!P OF 3)� : , EKr1T1 L AND RETURN ACCURACY LOCAF TTHHEL THE OFYTHE ENGINEER STRUCTURES NOM oR THOSE ZONE RESIDENTIALTRACT:: WA �� ACCESS 0 6-TPP OF BLUE TIEROD(TYP) (WALE B ULE ES P) __ __ NEIGHEORIIY 'ya,5s aQ .. ... SEAWALL AND RETURN VINr1USE; - N, NQ n• kT 51,0E DAMAGED WOOD 60 •1• ANa wuvcryAI}•Q&. •••••••• •: 5TMANNDxL_IIABILITY.SMALL TO RI6HTT OF WATY 51ME KS,LUR9UY BOM FEMA FLOOD ZONE: WA I Si�TE'Ir 'ATS ' _ ti•�+ .N)7 R IIIII ON 51TE OR AP,AI TO THE HILL 11`11 AOF 57EB_ xH.i s 4 TO WE BES OF THE ENGIN ERS KENOWLMEDGION PROCEROURE, TAA H 1ARP( )SITE T AREA OF 5ITE: 10406 5F.) N.G. e _ LD ATED 54 SEAWA0. ro r J 4 REPALREIP OR 19 �_ D ••... , r6 6EPLAGED SOLELY AT THE CONTRACTORS EXPENSE SITE DhTA, EXISTING, PROPOSED ° ° SEAHALL TO m NO yH STNR1'NYIO-EE- 115 5,THE GOMRACTOR 15 APWSED TO USE CAUTION a ° o o ° RE'10'/ED l0 WHEN EXGAVATING AND REMOVINGAREA, y1 y THE REMAINS OF COASTAL CONSTRUCTION STRUCTURES SUBSURFACE STFULNRCS,PIPING,ETC,DUE BLDG ye_ SHALL BE REMOVED FROM THE AREA OF WORK,SEE TO THE LIMITED AVAILABILITY OF EXISTING DWELLING 1,594 � 1 t s4 56OPE OF WORK FOR SEQUENCE OF EVENTS.THIS INFORMATION c°reERNUIG SUBSURFACE EXISTING PORCH 335 5 F. N.G. GRADE 0 EL 45' . . : INGLIAE5 BUT 15 NOT LIMITED TO CONCRETE BULKHEAD UTILIr1E5. TL BLD65, 1594 S.F. N.G. 1s AND WHO WALLS,STEEL RETAINING WALL AND SEAWALL, 5.ADEOJATE FENCING 15 TO M ERECTED AROUND y rc ^ so .X WOOD STAIRCASE AND ITS SUPPORTS. ALL MATERIAL THE FROPERrY LINE,BY ME CONTRACTOR I �' vn h Lu NEIGHBORING PRIOR TO THE START OF DEHYAITION ME T RANOE E.; d p R@WIG OF LOLIM'.ZD UPLAND SITE WITH .�-�--�- SHALL BE HAULED TO AN APPROVED m. N CONTRACTOR 15 TO MAINTAIN THE FENCE qq GOLLAFiING WOAD __�/ EE DE RETAINING WALL TO BE REN m THE EXCEPTION OF APPROXIMATELY 186 AI IN STEEL WRING ME DEMOLITION AND THE FENCE I5 TOTAL BLDG AREA /AREA OF SITE = LOT COVERAGE - , o°°•° ••+ - Wi -w/RMDARY RETAINING WAV RETAINING WALL 1 CSff DEERS 80, 11 NOTE FOR IHSIRKTIOW^"^^ M PILE FROM THE E%ISTIN6 COLLAPSED RETAINING WALL. „S, TO REMAIN IN PLACE UNTIL ALL EXCAVATIONS 1,584 SQ.FT. / 15,406 SOFT. = 10.3596 VI". , r 4 EXI5TIN6 SHEET PILE FROM Jr- - - n SEE PROPOSED 5I E P AN',MI5 DWG,FOR RE-INSTALL AVE BEEN FILLED wnx SUITABLE BACKFILL LOT COVERAGE = 10.35% ;o EXISTING NEIGHBORING i �,,, �� ALONG THE COASTAL ER051ON HAZARD BOUNDARY LINE s I • '" °"".°"" �'' o ry `" - COLLAPSED RETAINING HALL LHALL ' _M - - T GATES ARE TO BE INSTALLED AT ALL ENTRANCES TO THE SIRE SUBSURFACE GATES WILL P WOO DESK 4y - _ FOR USE AS A SECONDARY RETAINING HALL 51 RIKN 51 NAVE BEEN INSTALLED AS "�` 4" H° a ' ^^' S `V BE INSTALLED ALONG COASTAL -..M _ _ 4a EROSION HAZARD LINE AND ALONG REPUTED LOCATION OF SFDEJd cN ME PROPOSED SIT 5ITE FLAN, o - EAST AIV WEST PROPERTY LINES o COLLAPSED STEEL RET 3 r LOGATI ON MAP: PROPO:ED RETAINING HALL RETURN WILL AND RETURN I _ _ 1 „ LOCATIONS. THIS SESONDARY ttt' FXKTIN6 TOP OF SLOPE BE 5EOURELY CLOSED AT ME END OF THE DAY WHEN THE DEMOLITION RETAINING WALL WILL HOLD NEARBY f TO BE REWORKED OPERATIONS ARE LEASED AND ME WORKERS HAVE LEFT THE 5ITE NOT TO 5,G,4LE ROTC IN PLACE DURING EXCAVATION CHIMNEY ITT '30� X B.EXCAVATION PROCEDURES SHALL BE FERFORMED BY THE LONTRALTOR(5),IN FOR LIN PLACE DURING THE PROPOSED TM '`a SOUK TREE COASTAL 5T051ON ACCORDANCE HIM ALL FEDERAL,STATE AND LOCAL CODE5 AND REGULATIONS BD CONS, IUTARO LINE AS SCALED NOTE, RETAIN.N6 WALL ANCHORING SYSTEM. l 1261 MON 081E FROM COASTAL EROSION I STORY FRAME HOUSE HAZARD HAP PHOTO No. MFGHINERY ACCESS FOR RETAINING WALL 15 PROPOSED FROM THE RESIDENCES WEST SIDE (TO REMAIN) S-5T6-635HEET to OF 4q USE AN ESTIMATED 3130 G).YD5 OF GLEAN USE AN ESTIMATED 315 GU.YD5. OF GLEAN A;DWELLING. MACHINERY ACCESS FOR SEAWALL AND BEACH ACOE55 STAIR 15 1019 x 20'LG - 105, rn 5] - ° SANDY FILL (OBTAINED FROM AN SANDY FILL (OBTAINED FROM AN APPROVED PROPOSED FROM THE TOM BEACH ON MAIN ROAD APPROX. 0.50 MILES EAST OF 5ITE. LLA PILES a 6'OL -" � �-- - APPROVED UPLAND SITE) FOR THE PURPOSE UPLAND SITE) FOR THE PURPOSE ATTAINING (QTY APPROX IT) DEMOLITION SITE PLAN OF RE5TORIWg ELEVATION TO ITS ORIGINAL GRADE. EL. 44.6 LANDWARD OF PROPOSED PROP05W WI-045 STEEL 5EAWALH, VIEW 'C' RETAINING WALL 1(U2ORENIMAHD6) O'HETURN ED GRADE 0 LONG ISI-AND (0 DIG N)3 FOR CASTRKTION Pl/NG AND FJ.EVATIONW SOUND AIK PROP05ED VINYL RETAINING HALL ELEVATION DETAIL SCOPE OF WORK: O03AIV7IPMENT 1�"H"E " 20 10 O 20 40 60 80 PROP.10'FERTM CON57R IW 5 0703/ID/2OI GRAPHIC SCALE I" = 20'-0" I. NO DEBRIS SHALL BE PERMITTED TO FALL 5EAHARD OF AREA OF WORK OR TO IGT®.PILE(SEE DIG N)3)- S 82051'51 11 PROPOSED 165'STEEL 5ENALL (LOCATED AT T.O. BLUFF) ADJACENT PROPERTIES,ERECT CONSTRUCTION FENCE ALONG EFFECTED PROPERTY 66.64 E A' B TO BE CONSTRUCTED N PEACE SCALE, 3/16' = 1'-0' LINE. 6 I OF(AND A2'HGIBt MAW 2. DEBRIS ON BLLFF FACE SHALL BE REMOVED PRIOR TO THE REMOVAL OF EXISTING I sc 2 SMITING STORM OA1MFi0) r IV x 12'L6 CONCRETE BULKHEAD AND WING WALLS LOCATED AT BOTTOM OF BLUFF COW,RETE 5FAHN1 TO BE SfiGOHDARY RETARllN6 WALL! HEIG IBCRINS � 7 a.REMOVE COLLAPSED STAIRWAY AND REMAINS OF SHEET PILE FROM COLLAPSED REMOVED' GALVANIZED TIE RODS FOR RETURNS DAMAGED KOLL -- FXISTIN6 S4�T PILE FROM COLLAPSED BULKHEAD FROM BLUFF FACE (RESERVE APPROX. 386 LIN.FT.FOR USE a TOP OF SEAWALL b I: RETAINIIJ6 WALL SHALL BE INSTALLED -I BLUFF) HAUL BALANCE AWAY TO APPROVED UPLAND SITE. �, e ALONG COASTAL EROSION HAZARD LINE 3.SEE FILL AND COMPACTION NOTE5 PRIOR TO ANY SITE WORK. . "9 x 10'LG, AND ALM EAST AIV WEST PROPERTY 4. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. 7ERRAf.E AND N x' - w w = G VANIZED TIE DS = LINES a PROP05ED RETAINING WALL p I ��rTTT»i L� 5. INSTALL EXISTING,SHEET PILE FROM COLLAPSED BULKHEAD(TO BE INSTALLED ALONG =,� le PROP.G'REILRN ., cl\ - - 71-1 - (E SELTADE AS CDICAIB)FOR LL HALING 5E ) I REMRN LCCATI0IG. MIS SECONDARY Z � . mLaNSm.W S7EB HLEw COASTAL RETURN HAZARD LINE) ST RETU. 39 O' HIGH x 371 LIN. FT.PLUS 310' LIN F7 PREF SFLi.'A',THIS DWG) E' - (5g DIG Wp9) rT; (NRETAINING MALL WILL HOLD NEARBY 501E '�IN PLACE DURING EXCAVATION FOR FOR EAST RETURN AND 3q' FOR EAST RETURM AIG SHOWN ON PLANS. 'HNFRCP.RETIFUGINSTALLATION OF TIE PROPOSED xV p6w b.REMOVE PARI OF EXISTING CONCRETE &,LKHE S AND WING WALLS WHILE PROPOSED 617 LIH Ei. PROP.116TKBEACH M IN UI STAIRS N( I-51NCHORI ELNISLY INSTALLING PROPOSED STEEL SHEET PILING AND TIMBER PILES AND CTIONIN5 H5 -X TO EE I15TA11E1 M 2 FOR DN, 3 yINTL 9 LG EAST REiLRW � RETAINING WALL ANLHIOWNS SYSTEM. � 2 FORSHONE10"9 LGA 2 � ANCHORING HARDWARE COMPLETE THAT PORTION BY FILLING AREA LANDWARD OF SEE 5ELTICN'A',1N5 DIG ;I, :e 10'LG,!WEST REIURW mLAT LOG m N < , INSTALLED WALL,FILL WA 12"LIFTS,APPLY WATER AND TAMP. PROCEED WITH NEXT �, CO51R DHL AM/ELEVATION �/ua.. MoI-IIN w O NEIGHBORING 1R' T $LOPE LOMPALTION NOTES _ PROP05m OP OF„ TION IS ACHIEVED. SEE )LIFT UNTIL PROPOSED ELEVA f gy :y 0 ADMAN �' tt u� s 3°uS N 1 I � � NOTE: DO NOT REMOVE TIT ENTIRE EXISTING CONCRETE 5TR11LTI1RE LEAVING TIE COLLAPSING WApO _ PROPO`-kD T PROP 4H ESTh7E 3y E„ , m LAPPING DEADMAMVINYL SHEET PILING, RETAINING WALL REPLACEMENT OF . STYLE FBH,4 fiAlE. 34 �l ND W _ p BLUFF HALE HIN THED I' VWOR ACTION. REMOVE ONLY THAT WHICH CAN BE ay` BRkK PATIO MORB I IABD 625 16,01 MM EXCAVATION g' REPLACE WITHIN THE SAHE WORKING DAY. EXISTING NE&HBORIN6 _ T ;a PROP H'KENNING WNL RM FOR z , 1, HAUL EXISTING CONCRETE BULKHEAD AND WING WALLS TO AN APPROVED UPLAND SITE: WOOD DECK ° _ _ RETURN I�BOXED NOTE SEE COMPACTION 11076 PROP RETAINING WALL CAP, REfAIN11Y WALL ANOpWNG _� 8.FINISH ALL WORK ON PROPOSED SEAWALL BEFORE RETIIRNIN6 TO WORK AT TOP OF u ip SA N`'SECONDARY (EEE COMPACTION v 1 BLUFF PERKED LOCATION OF o a h 3 _R ;.I _99 RETAINING IWIJ �y�•� a WHALE SPICE 5H0REfiUARD AW-1015 STIR Til u� COLLAPSED STEEL PROP.LLFIM raAMY q.EXCAVATE AREA UNDILATED ON PLAN FOR RETAIWN6 WALL INSTALLATION(APPROX. HIO OL. L /i WALL AND RETURN z,r L7 _ - - A �2� O LO /lam\ / LL 1,2' A- _ _ FILL RTYAD TO ATTAIN - - - - -^ ]]��--ffff ° TO BE 5 TOPE GAPE � Cl) TEROD(ttP) 10'9 x 20'LG LLA PILES IT, / �./ &RADEy3,3 GU.YDSJ,RESERVE EARTH FOR FUTURE USE. - q ' TO BE FEIOFKED n- APPRw®Uuxo SITE) (MI BE ED FROM OF ~ / ;a EL.453 - -- I - . ........ F.FLEL 45. G 1O. (}gy ONG tU,DIN6 2 EREATURNS).WALL AND(2J RETURNS PER PROPOSED AmMS� 4A 4 cHIMNEv ;n , p 126 Nc E�� COASTAL MOSIN 0&OL.,(QTY- APPROX 7I o USE AN ESTIMATED 1B0 W.Y05 OF PFOP05ED i TD.PROP.BLKHD �� EX.DWELLIN - EL 46 V / APPROX 85 OEYD5) 24 MANUFACTURES INSTRUCTIONS. APPROX.FRONT FACE LENGTH = ffib' M BOXED NOTE RE914011S SECONDARY lOb' END LONG. HHam��, O VIEW SHOWN WY LAPPING REMOVED FOR CLARITY HtgX� 1 -- EXIST GRADE TO IN-446 ° HUSARD LCF A55CAtB7 > _ SIX 81 GGA HHALE(I OF 2) tE RESTORING THE BUFFS SURFACE ELEVATION TO EE- ,44,0' ��p %i` ; i 7 EL 4a o _ 11.FILL AREA LANDWARD OF RETAINING WALL TO ELEVATION INDICATED. :' HY --� MON.OBE. �COASTAL ERMION ITS ORIGINAL GRADE. I EXI5TING SHEET Pi FROM COLLAPSED F I STORY FRAME HOUSE WSARD MAP PHOTO 42. BU'KHF?O TO BE INSTALLED ALONG OEHL a.USE RESERVED EARTH FROM EXCAVATION(APPROX. 6110 a.YDSJ �`'SH D SEAWEV OF T TOO (TO REMAIN) B 55318-D3 SHEET G OF 44 I'D ESTABLISHED SEPYYHD W THE COASTµ 7� !% EL 420 AND EAST 4 WEST s PROP.RET,WALL AND SUPPLEMEM WITH CLEAN SANDY FILL ALCUIRED FROM AN VIEW T D' EL.a2 D' ' j ', ' 4 (y 6kB RETURNS FOR IEEE AS A 5ECONDARY RET. APPROVED UPLAND SITE (APPROX. 115 CU.YDS). FILL IN/ 12': Bt0510N NA7ARD UN:BOIORY ii,I b3 qb' s x / )' WALL,A'HIGH x M LINFT.TOTAL LIFTS,APPLY WATER AND TAMP. PROCEED WITH NEXT LIFT UNTIL A Iib' J ti PROP05ED VINYL RETAINING WALL PLAN DETAIL EL.40V - '' WU6 EL 408 PROPOSED ELEVATION 15 ACHIEVED, (SEE COMPACTION NOTES). E9151#46 SHEET PILE / �Qp, E4LKND AREA TO BE EXCAVATED FOR RETAINING 12. INSTALL PROP05ED BEACH ACCESS STAIRS,SEE DWG.HO.2 FOR RETAI WALL 51LNL BE INSTALLED (LOCATED AT T.O. BLUFF) % 'i " 8' _ EL 3BA' WALL INSTALLATION,MATERIAL TO EE REQUIREMENTS AND LONSTRUGTION. µ0N6 COASTAL Ci2O5ON IUZARD LITE § EL.3BD' r RESERVE FOR FILLAPPROX.NIO0 CU.YDI 13.USE AN ESTIMATED 3130 LU.YDS OF PROP05EP CLEAN SANDY FILL A49 ALM EAST AND WEST PROPERTY �, SCALE: 3/16' = I'-0' EXISTING VEGETATION SHALL _ - ' ' _--= 1'OxIOUS G,µ. (SEE COMPACTION NOTES) (OBTAINED FROM AN APPROVED UPLAND 5ITE) FOR THE PURF05E OF LUES a PROP05ED RETANIIG HALL RETURN w ENGINEER REMAIN IN PLACE,DELIBERATE / - TIE ROM EL 360' RESTORING THE BLUFFS SURFACE ELEVATION. THE WASHED OUT AREAS LOCATIONS THE w HOARY RETNNNG EL 360' _ __ -_� GRADE(SLOPE SEAWARD OF PROP05EP RETAINING HALL)SHALL BE LARESHW.LBETAKENNOTTO --_ _-- HAI WILL HOLD IEARBY 501L IN FI-ACS I� 240' FOR PROPOSED BEACH D151URB ROOT BASE OF ,( ------ -- _ (2)IOC9 CCA GAT LOS DLRIN6 EXCAVATION FOR INSTALLATION OF " ROOF WER PI OCHEO/F W�W y NOTE: ACCESS STAIR CONSTRUCTION EXISTING PLANnN65. y -- -__ IO'9aIO'LG CLA, EL 34D' ELEVATED TO THE LEVEL OF THE ADJACENT BUFF FACE. THE PROP05ED RETAINING WILL ANCHORING EX WIELL BRICK GrDOP CELESTE iNEOPHIL05T� -� , a� II L ' AID DEUaS tiff DWG w 7 EL 34-- - 1 •" - W OL,DEADMAN 14.SEE 'FILL,RE-VEGETATION AND TERRAGNG SEQUENCE OF EVENTS qe` BRICK Lq' P PE GT 9 ALL PLANTED VEGETATION WILL REQUIRE 5Y5 EM STEP 3Tp NOTES'FOR(SEE DWG No]) FOR PROCEDURES AND REQUIREMENTS. [71ACIEZS�TAIILEIZ FILLED AND BLUFF MONITORING OVER 3 GROWING SEASONS. EL.Bz°' YEL OF AD wEN 5uA F _ - EL 3z.a' S.TERRACING AND PLANTING,E ND REINFORLE BYa. TERRACING INSTALLATION: APPROXIMATE AREA = 3,030 5Q.PT "APPROVES �� TERRACING AND PLANTINGW 63' 20' 4,0' EL.3O o' b. PLANTING INSTALLATION, APPROXIMATE AREA = 3,03550.FT. THE FRAME mG APPROPRIATE NATIVE VEGETATION AMOUNT OF REQUIRED REVEGETATION WILL BE LE95ENEP BY TEs p ARAGE m s PROPOSED BEACH&RAGS TO BE III _ _ THE AREA OCCUPIED BY ESTABLISHED,STABLE FOISTING I PLA5116 �cQ -- .y ��;• BOARD OF TRUSTEES 3 FL/�SOON,SEE��ND r LL.zoo' vEGErnnoN. BA' �Eo \ o,.E, Sto TOWN OF SOUTHOLD PROPOSED SHRs TO BE PLANTED A5 AN 10'9 x20'LG,' VINYL SHEET PILING, ' .L LF ROOT OVER JEFFR BUTLER, PE GGA PILE,b'OL. 5HORE611ARD 625, EL 260' CNG.PATIO S EL 26.0' µIERNAIE TO BEACH ORA63'T' (TYPICAL) IG,'-0"HIGH x 367 LF. DATE PROP05ED SEAWALL LAP CONDITIONS ALLOW PLANT 3'-0'TIN I 2x TOP PLATE CCA wMBER CEE IER SEE FLAMING SCHEDULE By LBW,excavators and contractors working For safely reasons,homeownerre are UOHO BLOCK on p Z 20 3 DETAIL,SEE DWG Hb3 Pr� EL.24D � In the flue boroughs of New York City and strongly encouraged to cell as wall)when G+ I WAIL J f2)2XB FRONT s BALK GCA ILHBER EL 24D' - _ Nassau and Suffolk Counties on Long planning any type of digging on Nhelr ,y7 (FOR INFO SEE SHEET 3) /i ' 05 7 /.�L� I m 6x ////�AHl (�-i11/// lelentl must contact DI Net, property. Homeowners can contact us .p H EL 22D' %' • / - ; 0 EL 22.0' L/I V 1AOP272�4BOarBll,at leant 48 haus dlnctly at 1-800-2724480 or by=11 Ing x� / U 11 115.4'MIN EXCAVATION 1 y' but no more than 10 working days 811,the national call before you dig READ FOR SEAWALL ANCHORING 1,. - EL 2OD' (excluding weekends end legal holidays) number For excavation work wmplleletl on u1 �/ LIL EL.200 OfN�W YQ CI &�ONG II�n prior to beginning any mechammed digging personal property, IL 1a the wntractoes ;P W O W m PROPOSEDWINS AL-5 TERRACE or excavation work to ensure underground responsibility-NOT the homeowniees-to - �o IF Z - RETAINING WALLS OTHER TERRACING TOE EDOF BUFF EL IBD' �7 �L�(`� lines aro marked. Excavators and contact DlgNet.Having utility lines marked EL.IBD' _ �, { SRAWIW INS TALL PER DEAE5WEDAE.SEE 80O�27L"I'IVO (-J I - O 3 ND LW TO.PROPOSED SEAWALL PITY "� " DRAWING N).1 USE,2x10 CGA SET PERPENDIGAAR conlrectore can also submit lowly requests prior to digging is free of char4ge. Q � W HIGHER THAN EX BULKHEAD)TO Np•0, TO SLOPE SECURE NTH 2.2x4'Ig STAKES(6'O W' EL. IGD' wwvAignatnyclLwm or online,through ITIC.If you do not currently W O O H- Z O MEET NEIGHBORING SEAWALL EL 160' - FOR DETAIL 511 Dh151b2 wwwcallel l.wm use ITIC,please call 1-800-5247803 for (EAST SIDE)a APFROX.A.151' .) (for other Mates) ^ TD.SRL SENT PILINS FTRppOGED TIxEER TERRACE EL.14.0' maro Information. g n� EL.14.0' h - RETAINING WALLS a TOE OF BELIEF h-• I O EL.tl5A' SHALLMINUSE. d TO 10.0 TIMBER PILE SET PERPERACAAR TO SLOPE OCA N/DIF / .SAO ON 1 t� Q _ SECTION 'A' EL. 128' EL. 1145 55CIRF KIM 2,2x4'Ig STAKES EL 12.0' p 14' (6'OG)FOR DETAIL�OW N).2 DAVID PAGE W a l e't+4 z ul ELEVATION DETAIL BARBARA EFF--- r r 1'9x12 LG, EL IOD' _ O EL 100' o 'SALv.TIER005 -'. � EXISTIN601lFFTOBEEXGAVATHJ PROP05ED RETAINING WALL AND S o _ c ' � o O Q X40 r2)6'kB'w W.Ci ) (RE5B'WE MATERIAL)TO ALLOW EL BD' PROPOSED SEAAIWAI L TOM STONEAIF O EL.BD' - FOR P5TALLATION OF SEAWALL CLAUDIALLPLPJRITA N �¢ UJ N .�I ANCHCRIN6. FILL AREA WITH SCALE: 3/16" = 1'-0° NEWT S8z°16'30,, 100.00' t FRANLO S.PURiTA WD/F EL.150 END.PROP ' RESERVED MATERIAL(SEE EL b0' MICHAEL D ESPL61TO 0 N NO NO Z ]1J N EL 60' APPARENT HIGH SEAWALL - COMPACTION NOTES,5xr 2) SEE SHEET 2 FOR BEACH ACGE55 STAIR DESIGN AND REQUIREMENT$. 1 ra.AxDA KANBS ESPOsgo M . r1 V Q �' J PEI WATER MARK a BE.15D1 - - 66.64' 'r' � T/2 N O Q N O p O EL.40' ry (2) 10'9 GGA LAT LOG z IL - 51TE PLAN BASED ON ORIGINAL SURVEY BY: 184.16' . EL 20' EL.2A' GENERA�NOTES: NATHAN TAFT GORWIN 111, L.5. -„ >, Tor 'J1V 8 053'00n W 5 Z § 10.9x121.6 CGA,- I. SEE SLOPE OF WORK FOR REQUIREMENTS AND SEQUENCE OF EVEN15 PRIOR TO P.O. BOX Ib a5 ]11 tU n 6'OL,MADMAN COMMENCING WITH ANY DEMOLITION OR NEW WORK. JAME5PORT,NY 11141 yT BAs \" 66.6 ' ca WON � Z o � 2. SHORE WARD RETAINING HALL (TAO. BUFF) SHALL BE INSTALLED PER CRANE MATERIALS 5URVEYED: JULY b, 2005 VALVE °v WriEs„ Q INTERNATIONAL (CMI) INSTALLATION MANUAL. SCALE: I' = 20'-0" " Y LEGEND: 3. STEEL SHEET PILE SEAWALL (BA. BLUFF) SHALL BE IN5TALLED PER LB FOSTER PILIN& AND lIII POLE GERDAU AMERI5TEEL INSTALLATION RE(OMMENDATION5. APPLICAN170 IER: 10'9 x OILS PROPERTY LINE 4. BEACH ACCESS STAIRS(BLUFF FACE) SHALL BE INSTALLED PER 'BEACH ACGE55 STAIRS - 59MDFRONT HOLDINGS, LLC CGA PILE,6-OL , ,,, , ,,,,,,, , DANIELE PROPERTY (TYPICAL) EXISTING ip BE SCOPE OF WORK', N.Y.S. BUILDING LADE AND INFORMATION PROVIDED ON DWG, Not IN -7E : tobI REMOVEDIRELOGATED 5. CONTRACTOR SHALL ORDER STEEL SHEET PILE WI FACTORY APPLIED EPDXY COATING °, OF PAVEMENT . zrEXISTING HATER LINE %+ 1 w w TYPE, THICKNE95 AND AREA COVERAGE AS 5PEGIFIED. nDr��TLLED 5TEM PILING 6.CONTRACTOR SHALL USE EXTRUDED Z-PROFILE GONNECTOR5 AS SHOWN HEREIN. PROP05ED SITE PLAN n N LB FOSTER PILING,PM PZCI3 OVERHEAD UTILITY LINE - II u o - 7, ALL HARDWARE SHALL BE GALVANIZED,U.O.N. 4E ' 20'HIGH x NE'LONG STEEL SEAWALL, EXISTING GRADE x 6 o TBR = TO BE REMOVED 5. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR SEAWARD 7� )l Ys Osa4 ,3255 7JAN 5 13INOLIAE5(U 20'RETURN AND(1) 10'RETURN OF PROPOSED SEAWALL. =L VII,,,r-+�TAVENUE(SEE DWGNo.3 FOR DETAILS) PHOTO KEY a 9. SEE DEMOLITION AND COMPACTION (DWG NO.1 AND No2) NOTES PRIOR TO COMMENCEMENT" OF WORK. 20 Io 0 20 bo aO "n,H�,I 'u;+n GRAPHIC SCALE - 20'-0" B 10. THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. vrvrx dlgnetnycll.com ofNEWYORKLIfYW,.�1e11.aomBEACH AGGESS STAIRS - P6 Not SCOPE OF Iii (far elates) 800212-44(50 I ql I I. CONSTRUCT A SET OF STAIRS WITH (1) 4'xb' l Ll V WALKWAY, 4'WxtlO' LG STAIR, (1) 4'xb' LANDING W ° BENCH, 4'Wxt10' LG STAIR, (D 4'x6' LANDING, 3 iN 4'1Wxtll' LG STAIR, (1) 4'x6' LANDING W/ BENCH, CT By law, excaystors and contractom working in the For safety masons, homeowners are strongly (1) 5'x6' LANDING AND (1) 4'xtl2' L& STAIR TO BEACH. five boroughs of New York City and Neeesu and encouraged to call am well when planning any It1 WOOD STAIR TO BEACH A. MATERIALS TO BE USED (STAIR): Suffolk 1Countlee on Long Island must 48willact hours type of tagging on their propertyHomeowners DIONat, b800-272-4460 or 811,at least 48 haun can contact us directly at 1.800.272.4480 or by 4' WIDE STAIR W/RAILING TO CODE I. 2x12 STRINGERS H but no more than 10 working days(excluding calling 811,the national call before you dig 2. 2x10 TREADS weekends and legal holidays)pnorto beginning number Far excavation work completed on (1) 4k& PLATFORM 3. 2x4 CLEATS any mechanized digging or exaavatlon work to personal property,It Is the contractor's Ly/BENCH 4. 4x6 POSTS ensure underground line are marked. responsibility-NOT the homeowner's-to contact 4 O, 5. 2xb TOP RAIL Excavators and contractors can also submit OIgNeL Having utility lines marked prior to PROPOSED b. 2x4 MID RAIL 12 loco a requests online,through MC. It you do not digging Is free of charge. B. MATERIALS TO BE USED (PLATFORMS)r currently use ITIC,please call 1-800-824-7803 BENCH I. 2xb FLOOR JOISTS 2 for mom mfannetion. 2, 2x6 DECKING 5' X 6' 2. ALL HARDWARE TO BE GALVANIZED. ° b LNDG b o o 3. ALL LUMBER TO BE GGA, U.O.N. ° 4. SEE FILL, RE-VEGETATION AND TERRACING N tl1 7a SEQUENCE OF EVENTS NOTES (THIS DWG) 5 � J 4.0' 3 0 0 v - TREADS AND PLATFORM SURFACES TO BE BUILT WITH (4) 10" DIA. AGO PILES UNTREATED WOOD OR WITH (2) 2"XIO" AGO GIRDERS ANDPRORS ±11 6.0' *10' 4.0: tl0' 6 COMPOSITE MATERIAL 2"X8" AGO JOISTS ® I6" O.G. FINISH BENCH DECKING PER OWNER TO BE PLACED IMMEDIATELY SEAWARD OF TOE OF BLUFF OA V. HURRICANE BEACH AGGESS STAIR PLAN CLIPS TYP. AT ALL SCALE: N.T.S. - CONNECTIONS ,� L BEACH GRASS NYS BU I LD I NC GODS < PLANTINGS SecnoN RR314 u; (TYPICAL) 5TAIRWAY5 SECTION RR3152 HANDRAIL GRIP SIZE. ALL REGIUIRED LJ LIT -D O SECTION RR3145.5EGTION RREIM.2 TREADS AND RISERS. THE I-, [, HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR MAXIMUM RISER HEIGHT SHALL BE 6-I/4 INCHES(209 MM) O uJ LI_I PROVIDE EQUIVALENT 6RASPABILIIY. W U, J - l 2"X12" GGA T A A 9 INCHES ' AND HE MINIMUM TREAD DEPTH SHALL BE N ES (229 N :"\ O � � :�c (% STRINGERS MM). THE RI5ER HEIGHT SHALL BE MEASURED VERTICALLY TYPE 1. HANDRAIL5 WITH A CIRCULAR CRO55 SECTION n E) LL I IJ- 'l ' Q ':® I6" O.G. BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 KCI Q 246 JOISTS,V4 X 6 DIE(CKIN6 T) TL <( I`I fY CE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM), $ (SEE GENERAL NOTES,No.q AND 10) CLL 1 l T THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF IF THE HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A J TZ LIE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) �`' PROPOSED 4' HIGH LT Ul U In LEADING EDGE. THE WALKING SURFACE OF TREADS AND AND NOT GREATER THAN 6-I/4 INCHES (160 MM) WITH A FEEFO f ESTATE STYLE FENCE X x O 'j'O" t LANDINGS OFA STAIRWAY SHALL BE SLOPED NO STEEPER MAXIMUM GROSS SECTION DIMENSION OF 2-I/4 INCHES (51 F- IJ_1 W THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL MM) U' LI AND GATE cry =• 2"X6" GGA 6I6" O.G. ANY FLIGHT SLOPE). THE GREATEST RISER HEIGHT WITHIN .�` ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST ±IIS' N �U 2- 2"XIO" BY MORE THAN 3/0 INCH (q.5 MM). THE GREATEST TREAD TYPE HI, HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 W 0 mO�Q INCHES (ICO MW SHALL PROVIDE A GRASPABLE FINGER EL 4L U' EX DWELLING DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED GGA GIRDER REGE55 AREA ON BOTH SIDES OF THE PROFILE. THE FINGER --" '- - _ L J A. THE SMALLEST BY MORE THAN 3/6 INCH (q.5 MMU. SEE 'CONSTRUCTION DETAIL' FOR F,FL.FL. 45,_1=1' m \ RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 ADDITIONAL INFORMATION AND F".IST -:FADE U FF b1AlJ = -1'1,8' - - O w SECTION RR315 MM MEASURED VERTICALLY FROM THE TALLEST PORTION OF rT, 4 EL41 THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH PIMEN510RAL REQUIREMENTS. , 0' E 'III IL 40' 1 I W m HANDRAILS _- POSTS TO EXTEND 3'-6" (PROFILE.TTHIS REQ> REDLDEPTHLON HSHAIDEGONTORTION INUE FORFAT E (THIS DWG) Iii 1 W W f� 4"X6" GGA 5ECTION RR315.1 HANDRAILS. HANDRAILS HAVING MINIMUM 1�-1 BELOW UNDISTURBED POSTS (TVP) AND MAXIMUM HEIGHTS OF 34 INCHES AND 36 INCHES (664 LEAST 3/6 INGH (10 MM) TO A LEVEL THAT 15 NOT LESS THAN EL 42 U' EI_ •tats' �-•-1 )( z 501E (MIN) - � MM AND q65 MM), RESPECTIVELY, MEASURED VERTICALLY 1-3/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE L J FROM THE NOSING OF THE TREADS, SHALL BE PROVIDED ON PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE I' AT LEAST ONE SIDIE OF STAIRWAYS. ALL REQUIRED RECESS SHALL BE 1-1/4 INCHES (32 MM) TO A MAXIMUM OF 11 /y�� I� HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE 2-3/4 INCHES (10 MM). EDGES SHALL HAVE A MINIMUM EI. 40rp __ / _ EI_ -4o a' PLANTIN6 SCHEDULE F+y 2 � STAIRS WITH TWO OR MORE RISERS FROM A POINT DIREGTLY RADIUS OF 001 INCH (0.25 MM). - - -- O L J ABOVE THE TOP R115ER OF A FLIGHT TO A POINT DIRECTLY L i�� .� �'0 PR J' SEAT'AEI_ ABOVE THE LOWEST R15ER OF THE FLIGHT. ENDS SHALL BE -! F EL I t PROPOSED GRASS AREA(MIX OF W RETURNED OR SMALL TERMINATE IN NEWEL POSTS OR EL 5P u' _ �-. �J y �l' '�f:y --- EL.3f.0' AMMOPHLA BREVLGIILA7/V BEACH Q TQ GONSTRUGTI ON DETAIL SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL = GRASS 2-3 COLUMNS PER PLANTING >"1 = O SHALL HAVE A SPACE OF NOT LE55 THAN 1.5 INGHE5 (36 MM) T �� 1)�j p�' HOLE 12"OL MAX.WITH PANICUM lD CV NOT TO 5GALE BETWEEN THE WALL AND THE HANDRAIL. EL 360' / (u j 00' 1 VIR6ATUM) SWITCH GRASS AT 2'-0' m OLn .,2 GAL. CONTAINER), L J - YOR PROPOSED NORTHERN BAYBERRY NOTE:E; 2x6 JOISTS E 3 0' o' BIH(MYRICA PENSYLVANIGA) TO BE w J COMPACTION NOTES: %4 x b DECKING - � 4" i- T - PLANTED AT A MINIMUM 3 FOOT ON jFFL--j ALL PLAN II ED VEGETATION WILL REQUIRE �� CENTER. 50D CE MONTI'ORING OVER 3 GROWING SEASONS. EL 320' LI ,2 RUr2OR PROPOSED BEACH ROSE BUSH GENERAL -- (ROSA 05A) TO BE PLANTED AT A 1.IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE FUST BE PROPERLY ENGINEER, PREPARED. THE CONTRACTOR SHALL PREPARE THE SLB GRADE IN ACCORDANCE L� C MINIMUM 3 FOOT ON CENTER. --- WITH THESE 5PELIFIGATIONS,05145 THE NECESSARY MEANS AND MATERIALS TO 1 - _ j 'I OR PROPOSED BEACH PLUM BUSH PROVIDE THE SPEGIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS GAN 2F L- J EL 30.0' _ EL. 3013 FORESEEN. THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR - 1 -' (PRUNUS MARiTIMA) TO BE PLANTED AT OF THE RE5POR51BILITY TO NOTIFY THE EW WEER OF SPECIAL PROBLEMS,AND IN THE \� `1 \ T l)L 1 A MINIMUM 3 FOOT ON CENTER, EMD,r0 PROVIDE A SOUND WB GRADE 2x10 TREA05,2x12 STRINGERS, V W 1 (SEE PLANTING DETAIL,THIS DWG) 2.USING SOIL TEST DATA q AREAS WT51DE THE PAVING SHALL BE FILLED AND LOMPALiFD AS NECESSARY EL 200' EL 28 0' A.AT ITS OPTION,THE ENGINEER MAY PROVIDE 901L TEST INFORMATION r0 THE WITH SOIL COMPLYING WITH THIS SECTION.EXCEPT THE TOP 6 INCHES 5HALL BE 4xb POSTS,2x4 CLEATS - - - -- 4 \\ -- CONTRACTOR IF PROVIDED,TIE DATA WILL INCLUDE CLASSIFICATION OF THE SOIL IN NATIVE TOPSAIL SUITABLE FOR GRAZS AREAS RELtl11RlNG CUi SHALL AL50 BE 2x6 TOP RAIL,AND 2x4 MID RAIL ACCORDANCE WITH THE UNITED 5DL 6I_M51HGATILIN SYSTEM(ASTM U2461). THE FIN15H GRADE FOR - J SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. THESE AREAS SHALL BE I INCH BELOW TOP OF CURB. AREAS 5HALL BE SLOPED EL 20 0' , \ ��y U EL _,t ,-i, 1 PROPOSED NEA SHRUB/&15H 1^ "-'-'""'" r� B.501L5 DESIGNATED AS HIGHLY E%PAN5IVE(OHI,MH),AND OH)MAY REQUIRE LIME TO DRAIN AT A MA%PUM OF 4:1 UNLESS OTHERWISE INDICATED ON THE 511E OR 5 T'--- {y/ - I PER LAMP56APE SCHEDULE /1P g 4% 2X6 JOISTS, /a %6 DIECKING ! \ PRUNE 1/6"OF LEAF AREA BET O O]3M1M �. . 5TABILIZATION AND/GR SELECTIVE REPLACEMENT WITH SUITABLE SOILS, SUCH GRADING PLAN, �< L 11 V Its (SEE 5HT I),MIN 3'-O"O L. O� �P SPECIAL TREATMENT5 WILL BE DETAILED IN THE SITE BID DOGIMENT5 IF THE LOST 15 10,COMPACTION TESTING, (SEE GENERAL NOTES,No.q AND 0) .,N r\I// \ I/ RETAIN NATURAL FORM Z OPI Is TO GE INCLUDED IN THE CONTRACTORS BASE BID. THE ENGINEER WILL ENGAGE AN IWEPENPENT MEOW LABORATORY TO PERFORM(1)A EL 24.0' V EL 24,0' RE-VEGETATE DISTURBED G,SOILS PE51GNAMP AS HIGHLY ORGANIC(OH,OLD,AND F )MAY REQUIRE 57AWARP PROCTOR TBT(A5TM PI551)ON THE FILL MATERIAL(OR NATIVE SOIL �-- � ,-_-,, SPRAY WITH WILT-PROOF SELECTIVE REPLACEMENT WITH EATABLE SOILS THE NEED FOR AND THE EXTENT OF PROCTOR TEST(ASTM 01551)ON THE FILL MATERIAL OR NATIVE SOIL IF W FILL AREAS AT GONCL1I;ION OF AGGORDING TO MFG'S INSTRUCTIONS � JEFFREY T BUTLER, P.E. THIS TREATMENT WILL BE DETAILED IN THE SITE DOCUMENTS IF THE COST IS TO BE 15 USED)AT LEAST 12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION INLWDED IN THE LONTRAGTOR5 BASE BID AND(2)A NUCLEAR PF1151Tf CAUSE(ASTM 02922 AND P51M 03011)OR SAND �I STAIR GON5T.,SEE PLANTING IF FOLIAGE 15 PRESENT +� E THE CONTRACTOR IHECGH SHALL INSPECT 1}E EIB GRADE AND WTIFY THE ENGINEER OF CONE(ASPM CLEAR TEST AT A MINIMUM OF THREE RAMAMP OMI-YASTM DEPT) PROPOSED STAIRS AND HANDRAIL EL 22.0' f\ � Fi EL 22 0' SCHEDULE. 6 ANY CONDITIONS REPCIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE 51TE LOCATIONS TO MEASURE THE DEGREE OF COMPACTION OF THE WRFALE (BEYOND) STAIR AND HANDRAIL TO GROUND LINE TO BE SAME A5 J BID POGLI ENT5 THE EXTRA C05T OF MANT161PATEP REMOVAL WILL BE EASED ON SUFI IF 1}E RESULTS FROM THIS TEST FOR THE FILL OR NATIVE SOIL W I ) AT THE NURSERY - W THE UNIT COSTS PROVIDED Wahl THE BASE BID, THE COST OF"TIICIPAMP LIME CODE SEE NOTES,THUS SHEET T �T Q NOT MEET OR EXCEED THE DEGREE OF COMPACTION SPECIFIED IN THIS SECTION, EL 200' EL 200 SECTION IOU�I FB f ESTABLISHED VEGETATION m STABILIZATION OR OTHER SPECIAL TREATMENT WILL 8E NEGOTIATED. THE COST OF M5TIW WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE OR MEANS OF STABILIZATION TESTING(2)WILL BE REPEATED. 1�lIT` UP MIN FOR PLANTS SUB GRADE PREPARATION II.THE CONTRACTOR FUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE I\ a UP TO 4' HIGH,20" MIN. (PLANTED GRASSES OR TERRA(INS) (n V I,THE CONTRACTOR SEDUCE REMOVE ALL VEGETATION,E1RPW5 SOIL,DEMOLITION RUBBLE, WITH THE STANDARDS OF THE SC DHS. CONTP.AGTOR 15 RESPONSIBLE FOR ALL EL 130' �Fiy'(\ �I EL I6L� PROPOSED BEACH STAIR (PROFILE GPLANTS OVER REMOVE BURLAP FROM TOP W 11- AND OTHER UNOE5IRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED INSPECTIONS AND SIGN-OFF of SAME. - �-•, FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND 12,CONTRACTOR 15 RESPONSIBLE FOR EI-O A THE PROPANE iAKK PUMPED OJT AND 1l� SCALE: N.T.S. 6" MIN OF BALL !1 Z O GORES,THE CONTRACTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE HIM THE CERTIFIED AS EMPTY PRIOR TO RELOCATION, �� 7 4.1 GRADING PLAN TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING 5Y5TEM, THE I YI"� I� EL 16 0' � P i EL 16.0' BACKFILL WITH TOPSOIL 1 PEAT- � L, 3 � Q ./ G,_1 M055 3:1 RATIO BY VOLUME IN 9' C� TOLERANCE OF TH15 ROUGH GRADING 5HALL BE WITHIN Ill"NIGH TO 1"LOH DURING T I PIGAL SHRUB LAYERS-WATER EACH LAYER LENTIL C) ((J m w TH15 OPERATION THE CONTRACTOR SHALL CUTE ANY SOFT AREAS THAT BECOME I'0,PROE05ED 5EA UNA © EL 15 T _ _ / �� SETTLED. DO NOT TAMP CIO W Q Q Z APPARENT AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND LOADED IRUGG� SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD FILL RE-VEGETATION PLANTING DETAIL Z S I OF TREATMENT REGUIRED,IF ANY, EL H O' EL 640' \ V FOR PLANTS UP TO 4' HIGH j 2.MAINTAINING DRY 511E CONDITIONS, N.T.S, 6" FOR PLANTS OVER 4'HIGH FI"i DURING PREPARATION OF THE GAD GRAPE AND UNTIL THE PAVING 15 IN PLACE,THE AND TERRACING PROP05ED SEAWALL, U Q O O CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND TO /� /� ¢ FOR INTO SEE, j EX5TNG SHRUBS, U In Ln Q MAINTAIN A PRY 5ITE CONDITION SUCH MEA5VR15 SHALL INCLUDE PUMPING OF FREE SEQUENCE OF E V LNTJ NOTES 1 EL 120' PROPOSED 511E PLAID,5HT No.l __ -_ EL. 120' \\ (J 1 TO REMAIN \ OENERAL NOTES U o SURFACE WATER,MINOR HAND ANP/OR MACHINE SHAPI%TO FACILITATE WATER PROP05EP PLAN AND ELEVAUCN DE FAILS, I. r// REMOVAL,AND OTHER OPERATIONS To SPEED DRYING I.PROVIDE 1130 GU.YD5 OF COMPATIBLE SANDY FILL FROM AN SHIT No 3 J�� / 1. CONTRACTOR SHALL CHECK AND VERIFY ALL GONDITION5 TO THE SITE PRIOR TO a NATIVE 501L COMPACTION, EXISTING BLUFF FACE STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE Foy LU Q COHESIVE AND COHE51ONLES5 NATIVE 5011-SHALL BE COMPACTED TO 95%AND 10036 OF UPLAND SOURCE. EL 100' Ll PL 100' THE OPTIMHM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF Flu 2. NO FILL SHALL BE TAKEN FROM THE 5URROUNDING BEACH OR STAIR PLATFORM PILES TO - - PLANS AND MAKE WORK AGREE WITH SAME. 4.FILL SELECTION AND LOMPPL MAT " /I W_ U _N THE HOST cosi EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED, BLUFF FAGS. BE DRIVEN A MINIMUM OF - ,��'/ 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND �4 -5ANP'6RAVEL MIX(1.5 TO B%FINE 1 om MM AND CBR, n), 3. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE EL e.0' 3'-0" BELOW MLWM (MEAN e1- 3 0' r,4,. GULLIES LANDWARD OF EX STONE WALL &1 LD NG CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF 50UTHOLD, W Z W N 1 GRAVELY SPIL(3 To 6%EINES<0.02 Pmt AND CBR r b), FILLED AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF LOW WATER MARK) -,- -1 SHALL BE FILLED AND GRADED TO THE 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EX15TS WHICH D15AGREE5 WITH � Q �' , 6 r=d'' •�- -SANDY W1L5(3 T06%FINES 1002 MM AND 66R I e), FACE(THE NATURAL GRADE). TERRACING SCHEDULE ,,cors,;•.�� -., LEVEL OF ADJACENT BATE FACE, THAT A5 INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY r'1 p if) O -51L1Y GRAVELY Boas(6 TO 10%FlNB 1 Oo2141 AND cBR>e), " 'V': += REINFORCE BY TERRACINIG AND THE ENGINEER. 5HOULD HE FAIL TO FOLLOW THI5 PROCEDURE, AND CONTINUE WITH THE LL N -SILTY SANDY SOILS 06 TO 15%FINE 1002 MM AND CBR:e), 4. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. EL 60' 5.0. PROP05ED SEAWALL AND EL 60' TERRACE SLOPE AGGORDING TO SCM. BELOW: ��' -cvrEr GRAVEL SOILS(OVER zo%F1NE51Ooz MM AND CBR o s), DELIBERATE DARE SHALL BE TAKEN N07 TO DISTURB ROOT - 173 PLANTING W/ APPROPRIAITE NATIVE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. �L] -CLAYEY SANDY SOIL(OVER 20%FINED 10.02 MH AND CER)5), BASE OF EXISTING PLANTS. AHI�M = J_ 1 5 0' " :�' „' 5.THE ENGINEER RE5ERVE5 THE RIGHT TO HAVE GORE 7E5T5 PERFORMED To CONFIRM THE : "�"• VEGETATION. 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO C/] O SLOPES OF U3 SLOPES OF 1:2 `'T•`"`' EXISTING SLOPE, lJl LL p wHTABIurr of ANr FILL MATERIAL. THE coNrRAcroR SHALL SPREAD AND cOMPatr 5. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. EL 40' TERRAUN6 To BE INSTALLED PROPOSED BLUFF FACE O O EL 40' --- TERRACING TO BE INSTALLED '�`` ;;�- 5. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM 501L PRESSURE OF /11 Z THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS EACH LIFT SCULL BE COMPACTED TO 95% 6.WORK WITHIN DE516NATED AREA OF WORK,(CONTRACTOR TO "� I-'T � AT SOC.SPACING (( I F+•1 1 AT B'Ob,SPACING \ _ �, ( (J 2 TONS PER SOFT. AND SHALL HAVE A MINIMUM OF 3'-6' OF COVER,U.O.N. I- oF THE OPTIMUM E CONTENT COMPACTION SHALL BE ACCOMPLISHED PEN SHED AT W LESS THAN ATTEND TO DISTURBED,WASHED OUT AREAS WITH EXTRA CARE. li ; OPTIMUM MOISTURE CONTENT IP TO 2%WETTER.OPTIMUM OEWITY AND OPTIMA 1 -i f PLOP ED BEACH MOISTURE CONTENT SHALL BE AS DETERMINED BY A5TM 01551 NO RUBBLE TRASH. T. TO APPLY FILL: I Q� 6. DESIGN TIMBER STRESS - DOUGLAS FIR,NO. 2 GRADE FB = 825 P51,E = 1,200000 � z 0 a EUJ OTHER DEBRIS WILL BF ALLOFED A5 FILL.MATERIAL 1N Aur US E p. WORK HORIZONTALLY ACROSS BLUFF FACE, LIMIT THE EL 2 a' (APPRox PewM9 el_ 20' . .,t:,F;S TVA%/A%TRIU BE PLANTED / 1. '- 1 1 `'' _ 1� ASH_- RIIIGTED IN T, DO NOT SCALE DRAYNIN65. WRITTEN DIMt11510N5 SUPERSEDE SCALED DIMENSIONS. W Q 6,FOR UNSTABLE`AILS WITH LESS THAN 250 PSF COHESION OR ULTIMATE BEARING WORK AREA TO 3-4FT OF VERTICAL SURFACE AREA AT 'n 1 ° CAPACITY OF LESS THAN 500 PER,GEOTE%TILE FABRIC SHALL BE INSTALLED IN ALL 1 1 1 --- � �',;�q} THE ENGINEER HAS NOT BEEN RETAINED FOR ON SITE IN5PECTIONS AND/OR urlutt AND PIPING TRENCHES AND rANKHOLEs TO REDUCE MIGRATION of FINE-GRAINED A TIME.CONTRACTOR SHALL APPLY FILL IN 12' LIFTS, O 1 1 TERRAGINGI '`^. +;eTr ^�� "' HEDUL� SOIL AND SEPARATE DI551MaAR FILL MATewA1-5,THE GEorexnLE MATERIAL SHALL TAMP BETWEEN LIFTS. m 1 3 2 OBSERVATIONS OF THE CONSTRUCTION. USE 2x2x4' LONG GGA TREATED STAKESWf OVERLAP ADJACENT GEorexruE MATERIAL BY A MINIMUM OF H2'A5 NECESSARY To 1 l 1 1, 8. ALL METAL J015T HANGERS AND OTHER METAL GONNEGTORS REQUIRED SHALL BE PAGE :. LOVER INE INTENDED AREA, PLE MATERIA ILE FABRIC sHUL BE GTFBOEX,ttPAR 34ci, 8. ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK I 1 1 2xb GGA PLANKS SECURED TO STAKES. - - -ti, 1-'NlJ 07 X)EX,OR TYPAR 3601 As MARKETED BY EXXON CHEMICAL AT H-eco-54-E%XOK AREA PLANT PROPOSED VEGETATION AND INSTALL IL_ L U SLOPES OF 1.1 OR GREATER INSTALL TERRACING PERPENDIGUL L TO / "TECO CORRECTORS"POINTS. OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS e 1,BACKFILLING TAWHOLE5,ETC, TERRAGIN6 BEFORE MOVING DOWN TO THE NEXT VERTICAL ~- BACKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE R56G REMENM OF THIS SECTION, AT 1'0 HNG A BE INSTALLED DOWNWARD SLOPE. SECURE 2xb PLANKS TO _ CONNECTION POINTS. INSTALLATIONS SHALLBE IN STRICT GONFORMANGE WITH LIKEWISE,BACKFILL FOR OTHER HOLES LEFT Or REMOVAL OF 5WIMMI G POOLS. ``.UIRFAGE AREA. /// AT I'o c SPACING ADJACENT PLANKS ALONG HORIZONTAL MANUFACTURERS SPECIFICLYWITH H NEW AND STATE E ILDIN&NS. BASEMENTS,ETC,SHALL COMPLY WITH THIS SEGNON ALSO, q. CONTINUE PROCEDURE UNTIL PROP05ED AREA OF WORK 15 (4) 10" DIA. AC.Q PILE15 WITH) PLANE 10. STAIRS TO COMPLY WITH NEW YORK STATE BUILDING LODE. e BAGKHLLIW TRENcHE5. COMPLETED. (2) 2"X10" ACO GIRDERS AND 2"X8" ACQ j TIMBER TERRAGE RETAINING HALLS 11 ALL L LP05TBABER SHALL BE CCA NOW. ND DECK HARDWARE SHALL BE HOT DIPPED 6ALVANIZED,VON.. IN 2 BAGKFIu FOR UTILITY TiRENGHE5 SHALL BE WELL-GRADED,GLEAN FRESHWATER 5AND, 10.SEE PLANTING SCHEDULE,PLANTING .G.DETAIL,TERRACING JOISTS 0 16" OFIN115H DEGKIN6 PER FREE OF SILT AND CLAY PARTICLE BACKFILLING SHALL OCCUR IMMEDIATELY AFTER THE LINE OR LONPUHT 15 IN PLACE To PRECWPE LAVING OF THE TRENCH SCHEDULE AND TIMBER TERRACE RETAINING WALL5 DETAIL, OWNER TO BE PLACED IMMEDIATELY AND PLANTING DETAIL ANGE WITH ASTM AI53. s1Des. PRIOR ro INSTALLATION oR THE LINE OR coluDult n a INCH CUSHION OF SAND THIS DWG. SEAWARD OF PROP05ED SEAWALL I 12. TREADS AND PLATFORM SURFACES TO BE BUILT WITH UNTREATED WOOD OR SCALE: NONE COMPOSITE MATERIAL. O ^ SHALL BE IOR T OED. ✓S ON NEIGHBORING PROPERTY ENI5TIN5 VINYL SEAWALL All Gerdau Z-pile sections can be Interlocked USE EXTENDED WHALE PROVIDED 565'-FRONT FACE I- Z Pro e Interlock ked [195' INCLUDES(U 20'RETLRN AND 0) 10'RCIURN) -1 0 with each other. As such,the ball and socket Interlocks can be installed with using either •Z-pile: Gerdau does not publish a swing SECURE7� P,R 1E1� WALL AND PROPOSED PROPOSED HOT ROLLED STEEL PILING the standard or reverse position.This adds:to value fob Z-sections. Asa "rule of thumb" It F D SFAhW1L T06ETHCit VIA OAP FASTENERS ``'E�`LL CAP LB FOSTER PILING,P/N PZC13(0315 F q tearer ease of use and flexibility at the ob EXTENDEDNEG2x LLA TOP PLATE THK,ASTM 572,GRADE SO)WI fAAL9 Y 11 might be assumed that a 40 foot length9bDIA THRV BOLWASHERS,site. Normal seal width of airs can be 3 OVIDED,USE I'DIA TIE RODS DOIjgLE NIT 5TA66EfZ AS SHOWN (2)2x6 GLA FRONT 1 TAR EPDXY COATING OF I6 MILS DFT Inp9 P would obtain a swing of up to 5 degrees. BALK OF WALL altered to accommodate job site conditions ALL HARDWARE SHALL BE GALVANIZED WHALE SPLICE Ill throe h Increasin or decreasin the Ia ling TD.WALL 6AP e EL. d5n, ONJJ(9 9 9 Y 6l2)6k0' TD.WALL LAP B EL 115.1width at theinterlocks. TD,SHT PILE a EL. 1150 EROD(NP) STAGGER TIMBER WHALES TA SHi PILE a EL.3150' Standndi terlocNna l 0 0 0 o a 2 �o reverse lntedocking F = O n p (' WALL® 5 21 PHEL.EL. 45D' o� o - ' - From Gerdau's BHeet Piling Handbook 1006 Extruded Z-Profile Connectors § 4 g PROPOfiED EPDXY COATING 9P SHALL FXTEI`b A JAL I MINIMJM OF 5' PZ 90 Cobra PZ Tee PZT-5 SEL GRADE .% Note:all Interlocks can r' T\ 6e placed In reverse r l position with extruded connectors. ' —(c- Colt Joker to"m x 25'LG � 1 t CCA PILES w 6'0L. BUAI Bad VIEW v`T E" (0 TY, APPROX 19) L.B.Fostercanalso provldespeclal fabricated corners PROPOSED STEEL SEAWALL ELEVATION DETAIL U m and tees when the job requires th'e m, C) (LOCATED AT B.O. BLUFF) A'4 LWaster (800)848-6249 SCALE: 3/16" = I'-0" r Pomp www.lbfostecmm CV CONNECTORS FOR PROPOSED STEEL m SHEET PILE W SCALE, NOW 1� S W < V rF-4 x z I_ �1"0x 44'L6 M Q O 6ALVAN12M TIE R005 PROP.RETURN (RETURNS ONLY) O 20'LG(WEST REURW loll GLA CAT L06 MIN LENGTH = 16'(TYP) O 1O'lxl2Tb 12EADMM N N m 5EAY1 I'm x 12'L6 SEE L01'PALTUH NOTES GALVANIZED TIE RODS loll%ID'LG (SEE5HT 2) (SEAWALL FACING ARD1 DEADNAN l0'm CLA O m SEE COMPACTION NOTES CAT LOG, ENGINEER FASTING VINYL SEAWALL ON NEIGHBORING PROPERTY !, "C) U5E EXTENDED WHALE PROVIDED 10 LLO(EAST RET1IRW Q QP�y T. OV F�� t f � 9 � . w w .. . 7 71EROD(TYP) 0 34 WHALE SPICE J / PROPOSED SEAWALL LAP t� pyo 1,bl'� 10'0 x 25'LG LLA PILES J (2) LLA TOP PLATE a e b'0 C.,(GN: APPROX.I9) PROP05ED HOT ROLLED STEEL PILING l2)2xB LGA FRONT 1 BALK OF WALL JEFPRE . BUTLER, P E SEAWALL GAP VIEW SHOWN W/GAPPING REMOVED FOR CLARITY LB FOSTER PILING,PM PZ613 CREATE V SHAPE CHANNEL (0.375 THK ASTM 572,GRADE 50)WI FASTEN Dr TOP PLATE TO 2x8 FRONT AND J 6'x 6'CCA WHALE(I OF 2) COAL TAR EPDXY COATING OF I6 MIL5 DFT REAR PLATES FROM UNDERSIDE OF CHANNEL O USE V SHAPE 51HP50N BRACKET PM 6A2, ED� T �s 16-0.6.,STAGGER AS SHOWN W I�rW 1F-1 r USE(4) IOd PER BRACKET, OQ V 7 ALL HARDWARE SHALL BE GALVANIZED Q PROPOSED STEEL 5EAHALL PLAN DETAIL ai z o (LOCATED AT BO. BLUFF) O 3 ). Q SCALE: 3/16' : Ill �I Q O n W LU 6 z GENERAL NOTES: H o I.SEE SCOPE OF WORK FOR REQUIREMENTS AND SEQUENCE OF EVENTS PRIOR TO Z W LL�U�J N N COMMENT WITH ANY DEMOLITION OR NEW WORK. Q (K O 2.SHOREC-1 RETAINING WALL (TO. BLUFF) SHALL BE INSTALLED PER CRANE MATERIALS INTERNATIONAL (CMI) INSTALLATION MANUAL. W -1 Q 3. STEEL SHEET PILE SEAWALL B.O. BLUFF) SHALL BE INSTALLED PER LB FOSTER PILING AND r/] LU N 6ERDAU AMERI5TEEL INSTALLATION RECOMMENDATIONS. 4. BEACH ACGE55 STAIRS(BLUFF FACE) SHALL BE INSTALLED PER 'BEACH ACCESS STAIRS - V c) Q JO SCOPE OF WORK',N.Y,5. BUILDING CODE AND INFORMATION PROVIDED ON DWG Not C) v / LL OFN�WYM�I� or �-' O O 5. CCONTRACTOR SHALL ORDER STEEL SHEET PILE WV FACTORY APPLIED EPDXY COATING www.digneteNycll.com 0 Q l(1 Z LL RAGE (3 O TYPE, THICKNESS AND AREA COVEAS SPECIFIED. www.call8ftoom N 6. CONTRACTOR SHALL USE EXTRUDED Z-PROFILE CONNECTORS A5 5HOWN1 HEREIN. /J /7 $��NG r7'FWn (for other states) a O 7. ALL HARDWARE SHALL BE GALVANIZED, U.O.N. V �n/ /'� v N o O 8. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR SEAWARD V I l/ �1yJ/ 500-212-4460 1811 w Z OF PROPOSED SEAWALL. tip i- 9.SEE DEMOLITION AND COMPACTION (DWG N0.1 AND N0.2) NOTES PRIOR TO COMMENCEMENT Q 10,OHERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. Bylaw,excavators and contractors wonting in the For safety reasons,homeowners aro strongly z live boroughs of New York City and Nassau and encouraged to call as well when planning any Suffolk Counties on Long Island must contact type of digging on thelr property.Homeowners Dig Net, 1-800.2724480 or 811,at least 48 hours can contact us directly at l-800-272-0480 or by but no more than 10 working days(excluding calling 811,the national call before you dig ^ O/-' weekends and legal holidays)prior to beginning number.For excavation work completed on j"" ' any mechanized digging or excavation work to personal property, It la the conhactol's ensure underground lines are marked. responsibility-NOT the homeowner's-Io contact Excavators and contractors can also submit DigNet.Having utility lines marked pdorto locale requests online,through ITIC. If you do not digging Is free of charge. currently use ITIC,please call 1-800-524-7603 for more Information. 3 of 5 LONG ISLAND SOUND SURVEY OF PROPERTY SITUATE SOUTHOLD x2'51'51 -• APPARENT HIGH WATER MARK TOWN OF SOUTHOLD E. BOs LNN ` ALONG EASE OF WALL ON 03/18/2011 DW -! wN� C� Nc�;64' SUFFOLK COUNTY NEW YORK MOD BULKHEAD % I TUB — -I_)_ WALL I I WALL I BUIRHEAO �, -a�LKH �---J _ S.C. TAX No. 1000-51 -04-08 29'W. Bz� EAo�s,�,p- 7 J jx•SD T J x T i Lj-_j — — --� BULzx3EAwne_ . .I�iG'•�B—HUWHEkG EL — — _LI� — ret6i SCALE 1 "=20' �. - 6�I corvcPPeno 00 2z_ - - - - - - - - � — LJULY 6, 2005 LID - - - ' 1 -20 W � DECEMBER 5, 2008 UPDATE & ADDED TOPOGRAPHICAL SURVEY 2I- - _ -STURWAY CCI-LAPSING I z� -22 ED JANUARY 26, 2011 UPDATE SURVEY M 26 ✓'FHS_ -21 LD N —26 _ ::_ _� 2 -28 30N AREA = 15,406 sq, ft. COLLAPSING WOOD BU , 30 '� -- (TO TIE LINE) 0.354 OC. 32COLLAPSED —32 34 Y ., —34 DECK �,..—_•_'•"" r ' —36 2.21W.. 399— _— — _ — — — - 3e CERTIFIED TO: WO D — —_ }40 SOUND FRONT HOLDINGS LLC. DECK TOP OF SLOPE ^ SLOPE D 115 DECK WALL 1.4'W. 21'E COASTAL EROSION HWRG UNE AS SCNU D FROM COASTAL EROSION HATARD MAP PHOTO No. 55-570-6T SHEET ID OF 49 sy9 CHIMNEY '177CONC. MAW11tJ FOUND conn NOTES: x — . . Infi, Mox. o.e•E. 15� I3A• 0 1 . ELEVATIONSEXISTING ELEVATIONS ARE SHOWN THUS:ma DATUM 1 srorsY FRAME HOUSE EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —3s— — — — O OI x 0 3 % F.R. - FIRSr FLOOR ED T7 x xALT c.Fi - GARAGE FLOOR Ey / T.B. - TOP OF BULKHEAD Y B.B. — BOTTOM OF BULKHEAD H[IAI r�� O TW — TOP OF WALLE Ii - [C V1 EDW W ew — BOTTOM OF WALL LS Nlv LSD/ 4 w 4 5 'Lila q AA' Al SX x RwFOVER x12.9 ELL I BRICK BRICK Snop GARAGEF m STEPS'YBRICK 1 D'W. WALL V'E. Ad FENCE • I• . .I z V O.L 4 a �� a� FRAME •• ' T < a >�• m GARAGE PLASTIC 12S • I • ti GARAGE SHED l m.4' KO / • %11.5 ROOF 01 / CONC, PARD � I I " rtrvcE I / 30 o� 4. � x nlo � �y tia ` �y ED, W10 aim zqDD g \• ti D`G`4 'S d "d lull $a(O $y Q o • I x.Te.a43 WITH THE MINIMUM M kGxNO �c eup M• I // I / // O PS'TRANDAR051 FOR TITRDASURVETS AS ESTABLISHED BY THE LIA.LS. AND APPROVED AND ADOPTED MR t y�f 5 82'1 100.00' ,• d I / I / / N TRFSASSOCIATION THE NEW YORK STATE LAND 6'30" O Z r 7�cOF 146y„ 66.64' 'a zw • I / V) Ha CF)- '\ 184.16' N 8 '53'00" W ' T s" up xA / 6 U. FOUND `�' n•'+-` POST , GAS / 6/q. CDxc MDN.I °• VALVE DVBRxE'A WREs N.Y.S. Lic. No. 504fi7 LiFuty P�OL3E- I UNAUTHORIZED ALTERATION OR ADDITION Nrc b21 \ TO THIS SUTNEY IS A VIOIATION OF • / • / I \ JI SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan Taft Corwin III n..' •• . pypg ?1 en • COPIES OF THIS SURVEY I MAP NDA HEARING Land Surveyor • d • THE LAND SURVEYOR'S INKED SEAL OR SI q OF PAVEMEM . A EMBOSSED SEAL SHALL NOT BE CONSIDERED .y6 x30$/ / '' • •' 1 \ d TO BE A VALID TRUE COPY. hW %'� • • • ° CERTIFICATIONS INDICATED HEREON 510RL RUN S % \ !. : ; •d ONLY TO THE PERSON FOR WHOM THE SURVEY OT —� T PREPARED, AND E HIS BEHALF TO THE $OCCe55Or To S10nle J. saksen, Jr. L.S. U T 'E 'eS 'x'36 x•TT,35 w TIRE COMPANY, GOVERNM D HE AGENCY AND Joseph A. Ingegno L.S. 11 J1 V1�T/tJ \ LENDINGSSTNEM �SHEDHEREON, ANO V t/ `� TO THE ASSIGNEES OF THE LENDING NSFER Title Surveys — Subdrvislon9 — Site Plans — COOSfNc[ion Layout _ MION. CERIIFlGTONS ME NET TPANSFERABIE VE 11 PHONE (631)727-2090 Fax (631)727-1727 -LJ THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD. IF 1586 Main Road P.0 Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jameeport, New York 11947