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HomeMy WebLinkAbout1000-15.-9-1.5 OFFICE LOCATION: so yo MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G ® Q Telephone: 631 765-1938 �OIyCOU�,��� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From Mark Terry, AICP LWRP Coordinator Date. June 10, 2020 Re: LWRP Coastal Consistency Review for BRENZIA FAMILY TRUST SCTM# 1000-15-9-1.5 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, the proposed action is recommended as CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold [RECEIVED LWRP CONSIS'T'ENCY ASSESSMENT FORM MAR 11 2020 Southold Town A. INSTRUCTIONS Planning Board 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 pt minor action list, policies and explanations of each policy contained in the Town of So old Local Waterfront Revitalization Program. A proposed action will be evaluated as its significant beneficial and adverse effects upon the coastal area(which includes all of Sou d 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 con ' ons contained in the consistency review law. Thus each answer must bee lained in de listin both su ortin and non - sui)yortinT facts. If an action cannot be certified as co tent with the LWRP policy standards and conditions, it shall not be undertaken. I A copy of the LWRP is available in the follo g places: online at the Town of Southold's website (southoldtown.northfork.n t), the and of Trustees Office, the Planning Department, all local libraries and the Town Clerk' off e. B. DESCRIPTION OF SITE AND PRO ED ACTION SCTM# 15 -9 - 1.5 PROJECT NAME EROSION PROTECTION(GORDON RESIDENCE) The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: CONSTRUCT 132 LF OF RETAINING WALL,INCLUDING RETURNS,WITHIN THE AREA ADJACENT TO TIDAL WATER LANDWARD OF THE MHWS ELEVATION.RELOCATE AND INSTALL ARMOUR STONE FOR WAVE AND SCOUR PROTECTION ALONG THE SEAWARD FACE OF THE RPOPOSED WALL AND EXISTING VEGETATED SLOPE.REPLACE EXISTING DAMAGED TIMBER STAIRS i Location of action: 124o LATHAM LANE,ORIENT,NEW YORK 11957 Site acreage: 0.957 ACRES Present land use: RESIDENTIAL 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: MS.SUSAN BRIENZA GORDON (b) 1Vlailing addreSS: 2 AUTUMN LANE,SARATOGA SPRINGS,NEW YORK 12866 (c) Telephone number: Area Code(516)371-0777 (d) Application number,if any: q Will the action be directly undertaken,require funding, or approval by a state or federal agency?em Yes Lr.! No❑ If yes, which state or federal agency? NYS DEC,USACE,NYS DOS 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. Q Yes F] No FVJ 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 F] Yes EJ No W 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 0 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 Q Yes ❑ No F1 Not Applicable THE PROPOSED EROSION PROTECTION STRUCTURE WILL PROVIDE SHORELINE RESILIENCY.THE PROJECT PLANS HAVE TAKEN INTO CONSIDERATION THE EXISTING VEGETATION WITHIN THE PROPERTY BOUNDARY AND WILL TAKE THE PROPER PRECAUTIONS TO PROTECT IT FROM DISTURBANCE DURING CONSTRUCTION AS PER OUR AUTHORIZATION FROM THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 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 Z Not Applicable THE PROPOSED PROJECT ADHERES TO ALL WATER QUALITY STANDARDS.THE PROJECT COMPLIES WITH SECTION Sot,3oz,303,3o6,AND 307 OF THE FEDERAL WATER POLLUTION CONTROL ACT SET FORTH BY 6 NYCRR SECTION 6o&9(a)INCLUDED IN THE ATTACHED NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION TI 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 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 n 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 0 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—PoIicies; Pages 38 through 46 for evaluation criteria. ❑ YeF-1 No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold"s water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 0 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 W] Not Applicable ` THE PROPOSED PROJECT WILL BE PERFORMED WHILE PROTECTING EXISTING VEGETATION AND ALL LIVING MARINE LIFE. 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 0 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 0 Not Applicable PREPARED BY STEPHANIE M.DORNEMANN TITLE PERMIT ADMINISTRATOR DATE 14 NOVEMBER 2019 RISING TIDE WATERFRONT SOLUTIONS,PLLC Rising Tide Waterfront Solutions a A� - PHOTO 1: Rock wall, dry stacked block wall and armour stones looking Southwest. Photo Date: 29 January 2019 IC i PHOTO 2: Dry stacked block wall,timber staircase and armour stones looking Northwest. (1 of 2) Photo Date: 29 January 2019 Page 1 Rising Tide Waterfront Solutions t � a 1 �r Z 3[, III PHOTO 3: Dry stacked block wall,timber staircase and armour stones looking Northwest. (2 of 2) -`o Date: 29 J3 2019 ` 4 off[,+P. '_• �`i - - .� _ W _ f PHOTO 4: Timber starcase,top of bank and armour stones looking Northwest. Photo Date: 29 January 2019 Page ( 2 Rising Tide Waterfront • • i Aw y. �Y yL.. PHOTO 5: Embankment and armour stones looking Southeast. (1 of 2) Photo Date: 29 January 2019 ,ray= i .r PHOTO 6: Embankment and armour stones looking Southeast. (2 of 2) Photo Date: 29 January 2019 r Page 3 001. • I I SURVEY OF LOT 5 MAP OF u LAND'S END \ s FILE No 5909 FILED MAY 3. 1973 SITUATE \\ o. ORIENT POINT TOWN OF SOUTHOLD \ SUFFOLK COUNTY, NEW YORK N \\\ \ S.C. TAX No 1000-15-09-1 5 \ \ SCALE 1"=20' NOVEMBER 24, 1997 MARCH 1, 2000 REVISED HOUSE FOOTPRINT SEPTEMBER 11, 2000 FOUNDATION LOCATION JULY 11, 2001 FINAL SURVEY FEBRUARY 13, 2019 UPDATE SURVEY AT REAR OF HOUSE TO WATER AREA = 41,701 sq fl (TO TIE UNE) 0.957 OC �\ V O\♦ \ \\ \ \x]3 \\ \ CERTIFIED TO CHARLES BRIENZA BARBARA BRIENZA NOTES 1 ELEVATIONS ARE REFERENCED TO N A V.D 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS Agi EXISTING CONTOUR LINES ARE SHOWN THUS xx-------,x FFL - MST MOR `\a _ \ CFL- GWAGE BOOR _ ,N TO - LOP OF BULKHEAD DB - BORON OF Butl(HEAO ---_ _ ew - rwPTT u o wAiy 7- — ______� \ X" x101 — �� ___ 111\0 Or SOY \\ Ao \ zKJM '� �• e \\��,\�\ �` x-u'4 x�5 ty5\\�\\5,�5 �\ za 1 HOUSfo•{'Y22'—`---_41' R E1\\\\\ \ S 88'5740"E 200 00• R=22000' a= °F"°' 4- 4 4'CB4yf 8 8 sa\\\\ •y`L \% y\\ \ nI T��'6"mw,ro' •�` /Y'�0��"�ub , 7 `�-Or I\ ,,., - —vs_ q Ns co'G •% .. - '' "•°ZO 4' \\ •• Cyn g I -/1�° bxs � r -44 yGc `K •• „yg`• asf �s` L 1 JAN 2 4 2020 41 o 0. +Fs�\;,I(1• __a +• —EO,N RCCORDANCE W H THE N,NiNUN SOL TOAROSAFORµSURKYS AS ESTAAl5HE0 SE 3,WE—TORR STATE IM iniEs'Ass«unox rW V 1 1 - NY 5 U, No 50467 To THIS S ED A A I.OR w°'°GN Nathan Taft Corwin III RNEv IS A WOURON DF SE-IONmo—7z°D aF ME new rORK STATE 1..1u" Land Surveyor ME I�AW�AaiVc OR5 wKEO SF%1 OR N EN30ROl 5Eµ91µy Nor Be—.0— TO DE A V/ilD TRUE COW .—ONS 4V]GTEO HEREON SHALL RUN SocassoF To SF°"Iry J IS-1,JF LS _v TO E REfaon Fm wHON Orc suRrr JosepM1 A Ingegno LS TOLE OoMFm I D O EH wENcr'd IiNe Soneys-SUbd,m9 - SA,Plans- CR..b Of o Layout LENDING M ITUT`ENUSSTED RHER"'m TurlOON¢RRlnv KnonS TMAREE Noi iRnrvs�6,_ PHONE(631)727-2090 F.R(631)727-1727 THE EXISTENCE OF RIGHT OF WATS OFFICES LOCATED AT MAILING ADDRESS MD/OR EASEMENTS OF REOORO,IF 1596 Nom RoadPO Box 16 My.NOT SHOWN ARE NOT GUARANTEED Jome I,Ne York 11967 JOlresport New Yank 11947 Z -:r- .,E,ROSION PROTECTION F– � 1240 LATHAM LANE JAN 2 4 2020 ;_ U ORIENT, NY 11957 c 0 Co 4 NOVEMBER 2019 z z Qo oU LOCATION MAP PROJECT INFORMATION REVISION(S) LOCATION A: ISSUED FOR CONSTRUCTION 11-04-19 \ f f PRIVATE RESIDENCE OF MS. SUSAN BRIENZA GORDON, 'N I 1240 LATHAM LANE, IN THE HAMLET OF ORIENT, SUFFOLK f I COUNTY, NEW YORK ALONG LONG ISLAND SOUND. - - PROJECT NOTIFICATION COMMENCEMENT NOTIFICATION TO REGULATORY AGENCY ! SHALL BE SUBMITTED, AS REQUIRED, BY SELECTED PROJECT CONTRACTOR PRIOR TO THE START OF WORK. LOCATION P^ ' GENERAL CONTACT INFORMATION RISING TIDE WATERFRONT SOLUTIONS, PLLC 486 SUNRISE HIGHWAY, SUITE 102 ROCKVILLE CENTRE, NY 11570 PHONE: 516-595-3483 EMAIL: CONTACT@RT–WS.COM DEFINITION(S)( ) SKETCH INDEX ter. AUTHORITY: MS. SUSAN BRIENZA GORDON SK-1 TITLE SHEET & LOCATION MAP N / f f `'u ENGINEER: RISING TIDE WATERFRONT SOLUTIONS, PLLC SK-2 GENERAL NOTES ria — ---- --- CONTRACTOR: TO BE DETERMINED SK-3 VICINITY MAP i f ! SK-4 PROJECT MAP i SK-5 EXIST. FACILITY PLAN �r ! SK-6 PROPOSED FACILITY PLAN LAT: +41.1599i- SK-7 BULKHEAD SECTION & DETAILS (1 OF 2) LONG: –72.2550 LONG ISLAND SOUND j �� SK-8 BULKHEAD SECTION & DETAILS (2 OF 2) REF: ORIENT–PLUM ISLAND QUADRANGLE t, �� 9 SK-9 BULKHEAD CONNECTION DETAILS NY–CT 7.5 MINUTE SERIES A`' A � SK-10 BULKHEAD CORNER DETAILS SK-11 STAIR DETAILS y \ W SK-12 SILT PROTECTION DETAILS TIDAL CHART ELEVATION(S) NJ Z POSITION MLW NAVD88 DESCRIPTION SHW +3.2 +1.4 SPRING HIGH WATER MHHW +3.0 +1.2 MEAN HIGHER HIGH WATER MHW +2.7 +0.9 MEAN HIGH WATER ��pROFESS��� MSL +1.5 –0.3 MEAN SEA LEVEL MLW f0.0 –1.8 MEAN LOW WATER t MLLW –0.2 –2.0 MEAN LOWER LOW WATER PROJECT DESCRIPTION CONSTRUCT 132 LF OF RETAINING WALL, INCLUDING RETURNS, WITHIN THE AREA ADJACENT TO TIDAL WATERS LANDWARD OF THE MEAN HIGH WATER SPRING (SPRING HIGH WATER) ELEVATION. RELOCATE AND INSTALL ARMOUR STONE FOR WAVE AND SCOUR PROTECTION ALONG THE SEAWARD FACE OF THE PROPOSED WALL AND EXISTING VEGETATED SLOPE. REPLACE EXISTING DAMAGED TIMBER STAIRS. SHEET NO. PROJECT NO. PROJECT SCALE P1901210D EROSION PROTECTION NSA Rising •- - • • • PREPARED FOR SK-1 DRAWN BY MS.SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 m LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET or 2 sxecr(s) AMA ORIENT,NYLONG ISLAND SOUND SUFFOLK COUNTY A TITLE SHEET&LOCATION MAP GENERAL NOTE(S): 380—KSI. 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS, METHODS, A. SHEET PILING SHALL BE DRIVEN TO DEPTH AS SHOWN IN THE AND SAFETY OF WORK CONTRACT DOCUMENTS. SHEETS DRIVEN TO A DEPTH, LESS 2. ALL WORK SHALL CONFORM TO ALL FEDERAL, STATE, COUNTY, OR THAN SPECIFIED MUST BE REPORTED TO THE ENGINEER, IN LOCAL CODES HAVING JURISDICTION OVER THE PROJECT LOCATION. WRITING 3. ALL PROJECT WORK SHALL BE IN ACCORDANCE WITH THE B. SHEET PILING SHALL BE DRIVEN WITHIN 1—INCH PER 5—FEET IN CONTRACT DOCUMENTS OR AS DIRECTED BY THE AUTHORITY OR THE PLANE OF THE SHEET AND 3/8—INCH PER 1—FOOT THE ENGINEER. CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERPENDICULAR TO THE PLANE OF THE SHEET. ACTUAL SITE CONDITIONS AND SHALL BE RESPONSIBLE FOR 4. FASTENING HARDWARE — STEEL FOR TIMBER CONNECTIONS SHALL FURNISHING A COMPLETED PROJECT AS REPRESENTED IN THE BE HOT DIPPED GALVANIZED (HDG), WITH COATING WEIGHT NOT CONTRACT DOCUMENTS. LESS THAN 2—OUNCES PER 1—SQUARE FOOT, AFTER FABRICATION. 4. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF 5. FILL MATERIALS — MATERIAL CONSISTING OF ROCK, STONE, SLAG, EXISTING. THE CONTRACTOR SHALL PERFORM FIELD MEASUREMENTS COBBLES, OR GRAVEL FREE OF SHALE OR OTHER SOFT, POOR PRIOR TO CONSTRUCTION, FABRICATION, AND/OR PURCHASE OF DURABILITY PARTICLES AND UNSUITABLE MATERIALS. UNSUITABLE ANY MATERIAL. DISCOVERY OF INCONSISTENT SITE INFORMATION OR FILL SHALL COMPRISE ANY MATERIAL SO DESIGNATED BY THE CONDITIONS SHALL BE IMMEDIATELY CONVEYED TO THE AUTHORITY ENGINEER BECAUSE OF ITS TYPE, INABILITY TO BE PROPERLY AND THE ENGINEER PRIOR TO COMMENCING OR CONTINUING COMPACTED, OR LEVEL OF CONTAMINATION. CONSTRUCTION. CONFLICTS ARISING DUE TO THE LACK OF COORDINATION SHALL BE THE RESPONSIBILITY AND AT THE SOLE EXPENSE OF THE CONTRACTOR. ERM S 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED REGULATORY, CONSTRUCTION AND/OR BUILDING PERMITS AND/OR CLEARANCES ARE SECURED PRIOR TO COMMENCING CONSTRUCTION. SITE ACCESS AND STAGING AREA(S) 0� 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SECURITY AND A JOB SAFETY. ALL CONSTRUCTION ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL & STATE REGULATIONS. ca O 2 W 2. THE PROJECT AREA SHALL BE KEPT, AT ALL TIMES, FREE OF DEBRIS AND EXCESS MATERIAL TO THE SATISFACTION OF THE AUTHORITY AND THE ENGINEER. c' ENVIRONMENTAL CONTROLS: 1. 1 CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH 0 8 52 PV THE CONDITIONS 2. CLEANFILL ONLYE— ALL MFILIL SHALL CONSIST OF PERMIT . SAND, sF�PROFESS��� GRAVEL OR SOIL. ASPHALT, SLAG, FLY ASH, BROKEN CONCRETE OR DEMOLITION DEBRIS IS PROHIBITED. 3. CONTRACTOR SHALL NOT DISTURB PROTECTED BUFFER AREA OR AREAS PREVIOUSLY DESIGNATED TO REMAIN IN A NATURAL AND/OR UNDISTURBED STATE BY ANY ENVIRONMENTAL AGENCY. 4. BULKHEAD / STRUCTURE EXCAVATION — ALL BACKFILL SHALL BE EXCAVATED LANDWARD OF THE STRUCTURE AND RETAINED PRIOR TO ANY CONSTRUCTION OR REMOVAL OF THE BULKHEAD. CONTRACTOR SHALL PREVENT ALL EXCAVATED SOIL FROM ENTERING THE WATERBODY. ALL EXCAVATED MATERIAL SHALL BE RETAINED AT THE PROJECT SITE ABOVE THE REACH OF HIGH WATER OR BEHIND THE COMPLETED WALL. 5. BULKHEAD / STRUCTURE BACKFILL — BULKHEAD CONSTRUCTION ABBREVIATIONS SHALL BE COMPLETED PRIOR TO PLACEMENT OF FILL MATERIAL CL CENTER LINE BEHIND SUCH STRUCTURE. 6. NOT USED. 0 DIAMETER MATERIAL(S): EL. ELEVATION 1. MATERIALS THAT ARE STORED ON SITE SHALL BE STORED IN EMBED. EMBEDMENT ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND LOCATED IN AN AREA THAT IS PROTECTED TO PREVENT ACCIDENTS, EXIST. EXISTING DAMAGE, AND ANY ADVERSE ENVIRONMENTAL EFFECTS DAMAGED FND FOUNDATION MATERIALS SHALL BE PROMPTLY REPORTED TO THE AUTHORITY AND THE ENGINEER. DAMAGED MATERIALS SHALL BE REMEDIED BY THE HDG HOT DIPPED GALVANIZED CONTRACTOR AT THE CONTRACTORS SOLE EXPENSE AND IN MHHW MEAN HIGHER HIGH WATER ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. TIMBER: ALL TIMBER TO BE TROPICAL HARDWOOD OR COMPOSITE AS MHWS MEAN HIGH WATER SPRING APPROVED BY ENGINEER AND PROJECT AUTHORITY. MIN. MINIMUM 3. VINYL SHEET PILES — SHEET PILES SHALL BE FABRICATED BY A MANUFACTURER APPROVED, IN WRITING, BY THE AUTHORITY OR MLLW MEAN LOWER LOW WATER ENGINEER, A PROVIDE A MINIMUM MODULUS OF ELASTICITY OF MLW MEAN LOW WATER i71' MSL MEAN SEA LEVEL N/A NOT APPLICABLE N.T.S. NOT TO SCALE I JAN 2 4 2020 v PL PLATE a PLA. PLACE(S) DRAWINGS ISSUED FOR: ` — - -- - - -- - T/ TOP OF I TREAT. TREATMENT C 0 N S T R U C T I 0 N �_��_,__ e�r•�i cl; �_ ; TYP TYPICAL SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION NSA • •- — • • • DRAWN BY PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 S 2 MS SUSAN LATE AT GORDON '� LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET ILL-- 2 sia[r(s) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A GENERAL NOTES z o w r N y I - CCD Z E; JAN 2 2020 Z o t Q I U i it i Oyster I f Orient Pond Reef j?� PROJECT - Point Jul Mulford } LOCATION 1 ._._ -POlnt. .-._.__ _-� __...-__— --.�. _ j% ;-• '.�N SEA DR se m' �y\\°�" PettyS .i a ���� > Lam. ,� Col Bfghl Orient Point Orient .'Lon gIsland je l-tiMA1N RO i Orient I ,.= - 3` \>Y Beach 5-`"'`-\ ®sient Gardiners say Eagle`y l �i Eog es _ . _ ;- Point Neck �� �- NEW ` -- Point A vim!, ;Orient V IZon „/I---- !Beach O #each {Bay LAT: +41.1599 d Z LONG: -72.2550 G IS REF: ORIENT-PLUMN ISLAND QUADRANGLE N CT 7.5 MINUTE SERIES VICINITY MAP N.T S SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION NSA • •- - a • • • PREPARED FOR SK3 DRAWN BY MS SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 dv( LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 3 12 (5) AI-A ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A VICINITY MAP Z O I— 'eta Vl (n 3 C) REPUTED PROPERTY OF LISAMARIE CASEY (1370 LATHAM LN) �1 x 4 2 sa A REPUTED PROPERTY OF IOAN 11 JOHN DANIAS (1090 LATHAM LN) i Y Ni A" 6 -m j — nw Q W t "f PROJECT MAP 24 202 r NTS LEGEND pROFESS�� �l PH TO LOCATION 1— 4 SHEET N0. PROJ„ ECT�O, PROJECT-------- SCALE P190121.OD EROSION PROTECTION NSA Rising •- • • • DRAWN BY PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 S K j" MS SUSAN LOCLATATEED AAT GORDON 1.019 ROCKVILLE CENTRE, NEW YORK 11570 T CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 4 of 2 SNFEf(s) A ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A PROJECT MAP z I o �► 1 � � 11 I I � C) �- REPUTED PROPERTY OF 6 LISAMARIE CASEY ► I W I I I (1370 LATHAM LN) `J r. � PROPERTY / -\AWI I I N BOUNDARY u `�\ - v I / 0 70, \ �.\ ►� W III � � 0 0 \ EXIST. ARMOUR STONE EXIST VEGETATION COASTAL EROSION HAZARD LINE- O/ I EXIST. STONE BEACH \ \\ \ BANK CREST ZEXISSTRUCTURE RESIDENTIAL In I 1 I it S3, ;. N70 Q EXIST ARMOUR STONE i 113 I I �,y EXIST. DRY STACKED O BLOCK WALL II iI EXIST. TIMBER STAIRS OF NE OR W 2 W JAN 4 2020 ROCK WALL y 0859. OFES TY a� ~BO OPER Y _ I I I LEGEND REPUTED PROPERTY OF PLAN IOANNIS JOHN DANIAS (XX) BULKHEAD SEGMENT LENGTH (1090 LATHAM LN) EXIST. FACILITY SCALE-1"=30'-O" SHEET NO. PROJECT NO. PROJECT SCALE EROSION PROTECTION P190121.00 PREPARED FOR SK 5 DRAWN BY DATE 777 Y, SUITE 102 MS SUSAN BRIENZA GORDON YORK 11570 LOCATED AT 11-04-19CHECKED BY 1240 LATHAM LANE REVISION NO.ofASAORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTYA PLAN , z O 4AN 2 4 2020 �-- REPUTED FROPERT_Y LISA'MARIEACASEY BANK"'CRESTc I c'' cy (1370ch LATHAM LN)he—,i, `i �' 1 i W PROPERTY W WI I N Lr) BOUNDARY -v (�f,I / WSW \ WI I Zz \ W \ W y I EXIST. & PROPOSED ARMOUR STONE 3r. O \ W\ I III I o0 70. ► a I I cn;c W \ \ 6 EXIST. ARMOUR STONE \ \ I I (RELOCATE ALONG WALL) EXIST. VEGETATION W \ W (TO BE PROTECTED) COASTAL EROSION 5\OE (PRO \ \ \ WHO \ HAZARD LINE— NP I I EXIST. STONE BEACH \ 42'_1,r8 STORAGE OF EQUIPMENT/MATERIAL + ) IS PROHIBITED (DIST. TO 621 W (DIST. EXIST. RESIDENTIALTO MLW) STRUCTURE W II \ A i ��� 2= �g r \ � � (DIST• TO MHWS S3�p �1pJ � ) I EXIST. ARMOUR STONE OI \ \ (RELOCATE) i ❑� I . (�j I ti� I EXIST. TIMBER STAIRS \ I (REMOVE & REPLACE) OF FLANK WALL N-� '�Ie I I (TYP. BOTH SIDES) \ ( 1 EXIST. DRIVEWAY \ 0 `. i I (CONTRACTOR STORAGE AREA) / EXIST. DRY STACKED i BLOCK WALL (REMOVE) ,. p� ROCK WALL I W (REMAIN IN PLACE) PROPERTYLT—:1] LEGEND: BOUNDARY _ II �pgOFESSI��P�. (XX) BULKHEAD SEGMENT LENGTH RIOANN S PROPOHN ERTY OF —� PLAN —SP— SILT PROTECTION (1090 LATHAM LN) PROPOSED FACILITY SCALE 1"=30'-0" SHEET NO. PROJECT NO. PROJECT SCALE EROSION PROTECTION Rising Tide Waterfkont Solutions PREPARED FOR SK6 DRAWN BY MS.SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 6 2 SMS) Af�A ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A PROPOSED FACILITY PLAN Z O li I,•I a,� '�� U �A N 2 4 202U W ' 0 cn z_ � O DISTANCE TO COSTAL EROSION LINE DISTANCE TO COSTAL EROSION LINE U VARIES FROM 0'-0" TO 21'-10" VARIES FROM 0'-0" TO 10'-2" DISTANCE TO MLW VARIES DISTANCE TO STRUCTURE 62'-3" TO 73'-4"(t) VARIES SEE PROPOSED PLAN DISTANCE TO MHW VARIES 4'-0"(t) 42'-1" TO 53'-0"(t) LIMIT OF EXCAVATION DISTANCE TO SHW VARIES 39'-2" TO 50'-0"(t) EXIST. GRASS (TO BE RESTORED) PROPOSED ADJACENT GRADE T WALL VARIES EL. +7.2 TO +12.3 TIMBER STRAP N -3x3x3, 3—TONREPLACE EXCAVATED FILL HAY BALE o ARMOUR STONE F w (SEE NOTE) TIMBER WALE x / I� J F, I Q I , W EXCAVA II j BEACH VARIES LIMIT(S)TION EL. +5.6 TO +9.1 I I EXIST. BEACH i I I PROPOSED SHEET PILE (MIN. EMBED.=4'-0") NOTE: ARMOUR STONE DIMENSIONS MAY VARY P,c F N I I ` L—I Q —J r A z ~p SECTION I SCALE 1"= FESSIONP�'� ALL ELEVATIONS IN NAVD 88 SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION 1'=2'-6' Rising Tide Waterft-ont Solutions PREPARED FOR K_ DRAWN BY�� LOCATED AT 11-04-19 DATE 486 SUNRISE HIGHWAY, SUITE 102 MS SUSAN E CORDON J\ ROCKVILLE CENTRE, NEW YORK 11570 � AT CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET ANA A BULKHEAD SECTION&DETAILS(1 OF 2) 7 ov 2 sxeEr(s) ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY i z 0 U rr � 0 L. 0_ 0 La � rn LA U) 78'-4"(t) Z Z BANK CREST DISTANCE TO MLW 54'-4"(f) o U DISTANCE TO MHW DISTANCE TO COSTAL EROSION LINE 50'-10"(t) VARIES FROM 14'-9" TO 21'-10" DISTANCE TO SHW IN-SITU VEGETATION (I.E. BUSHES & SMALL TREES (TO BE PROTECTED) HAY BALE II II I , I �y;4, w 'All 111 I T/BANK CREST EL. +7.2 "o 300, 3-TON ARMOUR STONE (SEE NOTE) HAY BALE n I , I , I , 1,L 0 F N 1 NOTE: ARMOUR STONE DIMENSIONS MAY VARY y ° Z '962 5 SSIONA�-���\ g - SECTION SCALE 1"=2'-6" JAN 2 4 2020 a? ALL ELEVATIONS IN NAVD 88 SHEET NO. PROJECT NO. PROJECT SCALE P190121.OD EROSION PROTECTION 1' • •- - • • • PREPARED FOR SK-8 DRAWN BY MS SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 ROCKVILLE CENTRE, NEW YORK 11570 LOCATED AT 11-04-19 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 8 aF 12 sx�(s) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A BULKHEAD SECTION&DETAILS(2 OF 2) t x ' Z O TIMBER WALE ~ U ir %4"0 HDG. BOLT II W/ HDG. WASHER o Of II SHEET PILE o w V) TU) TIMBER FRONT STRAP UPPER AND LOWER WALE z Z 3 0 NOTE: NOTCH PILE AS REQUIRED TO ATTACH TIMBER STRAP(S). MIN. PILE WIDTH=O'-6" o U TYP DETAIL PILE FASTENER(S) NTS 2'-0" (LAP LENGTH) TIMBER TOP WALE TIMBER WALE 16d HDG. NAIL SHEET PILE (TYP. 2 PLA.) iv } (2) HDG. NAIL (TYP. 4 PLA.) I HDG. BOLT SHEET PILE HDG. BOLT W/WASHER :I (TYP. 2 PLA.) TIMBER FRONT STRAP Q_SCARF JOINT TIMBER STRAP (TYP. BOTH SIDES) PLAN q JOINT DETAIL ELEVATION A TYP SCARF JOINT NTS " HDG. LAG BOLT (LEN.=4") TIMBER WALE W/ HDG. WASHER (TYP. EVERY SHEET) �P OF N6 5 M q O SHEET PILE ' Z b 08S255 ��FFS S I O19P�'� TIMBER STRAP SHEET PILE TO WALE NOTE: CONTRACTOR MAY USE SCARF JOINT(S) IN LIEU OF LAP JOINT(S) AT LOWER WALES. ISETAR TYP -,- --'MISCELLANEOUS CONNECTION(S) NTS JAN 2 4 2020 E � i SHEET NO. PROJECT NO. PROJECT SCALE Rising Tide Waterfront Solutions P190121.00 EROSION PROTECTION N.T.S. DRAWN BY PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 SK-9 MS SUSAN LATE AT GORDON ROCKVILLE CENTRE, NEW YORK 11570 '� LOCATED AT 11-04-19 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 9 OF 12 sacr(S) NSA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A BULKHEAD CONNECTION DETAILS z 0 0 O L� 0' 0 La cn cn D C() cn 0 Z z 3 0 C) 8.8" TIMBER WALE TIMBER WALE (TYP. 2 PLA.) TIMBER STRAP 2" I � %"0 HDG. TIMBER BOLT (TOP WALE ONLY) W/ HDG. OGEE WASHER (TYP. 2 PLA.) SHEET PILE 5/8"0 HDG. CORNER ROD II II t (TOP WALE/FLANK WALL ONLY) II II HDG. THREADED COUPLING (FLANK WALL ONLY — SEE NOTE) SECTION SEE PLAN FOR ANGLE HDG. FASTENER " " II 4X4X% HDG. ANGLE — SEE DETAIL (LEN.=O'-6")' C &— — (TYP AT STRAP) II "0 HDG. TIMBER BOLT DETAIL W/ HDG. OGEE WASHER (2 PLA. I TOP AND BOTTOM) PLAN SDETAIL BULKHEAD TYPE 1 CORNER NTS. NOTE: SUBMIT SPECIFICATION OF COUPLING FOR REVIEW AND APPROVAL BY AUTHORITY PRIOR TO PURCHASE OF MATERIAL(S). SOF NEW 1 CO :=n Wf, i r = iE Il4 its, r . JAN 2 4 2020 08525OFEW SHEET NO. PROJECT NO. PROJECT SCALE Rising Tide Waterfyont Solutions P190121.00 EROSION PROTECTION N.T.S. PREPARED FOR SK10 DRAWN BY DATE 486 SUNRISE HIGHWAY, SUITE 102 MS SUSAN LOCATED AT AT GORDON 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 m LOCAT CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET O - i 2 --,(s) NCAA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A BULKHEAD CORNER DETAILS Z O I- U 150 w � V) N (/) TIMBER c z RAIL CAP a z � O ih a o U 7" T/WALL VARIES EL. +7.2 TO +12.3 4X4 TIMBER POST e ER RISER (TYP.) PROPOSED SEAWALL STRINGER(S) BEACH VARIES EL. +5.6 TO +9.1 NOTE: ALL TIMBER TO BE UNTREATED OR COMPOSITE AS APPROVED BY ENGINEER OR PROJECT AUTHORITY. 8�__SECTIONSTAIRS SCALE:1"=2'-D" ��PZE OF NFA � 2 AZ O �p�FSSIO JAN 2 4 2020 ?, SHEET NO. PROJECT NO. PROJECT SCALE P190121.0D EROSION PROTECTION 1,4-0" • •' • • PREPARED FOR SK-11 DRAWN DATE 486 SUNRISE HIGHWAY, SUITE 102 Jm( MS.SUSAN BRIENZA GORDON ROCKVILLE CENTRE, NEW YORK 11570 LOCATED AT 11-04-19 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 1 1 --L2- x(51 !A ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A STAIR DETAILS I FILTER FABRIC (TIE TO WIRE FENCING) 14 GAUGE WIRE FENCING (2X4 HIGH MAX OPENINGS) to 2X2 TIMBER POST OR STEEL ANGLES HAY BALE STAKE CUT SLOPE OR NEW (AS APPROVED BY ENGINEER) EMBANKMENT OR EDGE OF M PAVEMENT (SLOPE VARIES) FLOW EXISTING GROUND EXISTING SOIL T -0" (MIN.) TIMBER STAKES t { FLOWSURFACE -6 MIN. STEEL ANGLE FILTER FABRIC TO BE BURIED I I IN 6X6 BACKFILLED EARTH 8--[IITAIL DETAIL SILT FENCE SCALE 1°=s'-0° TYP HAYBALE/STRAWBALE SCALE•1°=s'-0° 2X4 TIMBER STRAP 2X4 WEIR (LEN.= 2'-0" MAX) (ATTACH TO WIRE SAND BAG MESH) SAND BAG F N ROADWAY Q` EXISTING/PROPOSED CONE C1 ,9 ROAD ELEVATION 2X4 TIMBER SPACER 6X6 WIRE MESH C') ^o Z ATTACHED TO GRATE ON 3 SIDES GEOTEXTILE MATERIAL N � EXISTING/PROPOSED O O =� DETAIL BASIN ,off 8s255 TYP SILT PROTECTION FOR SURFACE INLET DRAINAGE SCALE.1°=5'-O° �FFSS10IN 2X4 TIMBER STRAP 2X4 WEIR (LEN.= 2'-0" MAX) (ATTACH TO WIRE MESH) SAND BAG SAND BAG, PLACE TO MINIMIZE TEMPORARY SOIL & EROSION CONTROL NOTES: INTERRUPTION IN GUTTER FLOW ROADWAY CONE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOIL EXISTING/PROPOSED EROSION AND SEDIMENT CONTROL MEASURES. ROAD ELEVATION 6X6 WIRE MESH CONTRACTOR SHALL SUBMIT SOIL EROSION AND W/ GEOTEXTILE MATERIAL SEDIMENT CONTROL PLAN TO THE ENGINEER FOR SUMP AREA CATCH BASIN INLET OPENING REVIEW AND APPROVAL PRIOR TO THE START OF (SANDBAG UNDER BOTTOM PLATE) CONSTRUCTION. EXISTING/PROPOSE 2. CONTRACTOR SHALL PREVENT CONTAMINATION OF CATCH BASIN THE WATERWAY BY SILT, SEDIMENT FUELS, SOLVENTS, LUBRICANTS, EPDXY COATINGS, CONCRETE LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED DETAIL WITH THE PROPOSED CONSTRUCTION. TYP SILT PROTECTION FOR CURB INLET DRAINAGE SCALE 1"=s'-o" 3. ERODED SOIL SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES, OR WATERCOURSES (SEE TYPICAL DETAILS). TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL MEASURES DETAILED IN THE PLANS SHALL BE CONSIDERED AS THE MINIMUM REQUIRED. GRATE 4. ALL SOIL AND EROSION AND SEDIMENT CONTROL INSERT INTO FILTER BAG PER MEASURES SHALL BE PLACED PRIOR TO STARTING MANUFACTURE'S INSTRUCTION FRAME SURFACE INLET ANY CONSTRUCTION WORK AND SHALL REMAIN IN STRUCTURE PLACE UNTIL SLOPES ARE STABILIZED WITH SEEDING AND/OR OTHER SLOPE PROTECTION. 5. MAINTENANCE OF TEMPORARY SOIL EROSION AND W- 7! WATER POLLUTION CONTROL DEVICES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND PAID FOR UNDER THE GENERAL CONDITIONS OF THE CONTRACT. 6. CONTRACTOR SHALL PREVENT WET OR FRESH CONCRETE, LEACHATE OR WASHINGS FROM CONCRETE UCKMIXERR--_OTHER DEVICES SHALL BE SEDIMENT FILTER BAG i ` ;'' ALS,_ ,OLOWED' TO ESCAPE INTO THE DRAINAGE SYSTEM, (AS APPROVED BY ENGINEER) I j�TI �- WETLANDS OR NEARBY WATERS. DETAIL " �! TYP SILT PROTECTION FOR SURFACE INLET DRAINAGE SCALE '=V-0" JAN 2 = D A GS ISSUED FOR: f .Pe_��_ _C 0 N S T R U C T 1 0 N SHEET NO. PROJECT NO. PROJECT - SCALE i30 ,"- P190121.00 EROSION PROTECTION j' Rising Tide I Waterfront Solutions DRAWN BY PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 SK-12 MS.SUSAN LATE AT GORDON ' � LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. 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