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Home My WebLink AboutTR-8202 •`,�•_�� spas—° •ti -psi-, __,�'I �q•�-�i'- ,� '� S ar° Yia -- ,i. -�•S °vE BOARD OF SOUTHOLD TOWN TRUSTEES Y SOUTHOLD,NEW YORK PERMIT NO. 8202 & 8202C DATE: JUNE 19,2013 ` I ISSUED TO: SCOTT KAUFMAN N PROPERTY ADDRESS: 2050 DIGNANS ROAD CUTCHOGU 5 � _ J SCTM#83-2-7.3 l" �I�Publ:cr Nec•�r�1� - AUTHORIZATION I 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 June 19,2013,and in consideration of application fee in the sum of$500.00 paid by En-Consultants and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: a. _ Wetland Permit to remove existing damaged stairway and terrace retaining walls; construct along eroding toe of bluff approximately 210 linear feet of stone revetment,including angled westerly return,all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face using terrace retaining walls,with up to 1600 cubic yards of sand re-nourishment(including covering the proposed revetment),and native plantings; construct ad-3'wide berm with±50 cubic yards of sand/loam within 15'wide vegetated non-turf buffer to be established and subsequently maintained adjacent to bluff crest _ to control storm-water runoff; and construct a new 4'x±50' elevated bluff stairway with landings;with the condition a bond must be set up with the Town Highway Department if access is required at/through a road end to get to site; and as depicted on the site plan prepared by Jeffrey T. Butler,P.E.,P.C.,last dated February 17,2013,and stamped approved on June 19,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be axed, and these presents to be subscribed by a majority of the said Board as of this date. O � i �l cc _ X01 �ao�- MARTIN D.FINNEGAN SCOTT A.RUSSELL TOWN ATTORNEY / Supervisor martin.finnegan@town.southold.ny.us ��QF so�Ty® JENNIFER ANDALORO h® l® Town Hall Annex,54375 Route 25 ASSISTANT TOWN ATTORNEY P.O.Box 1179 ennifer.andaloro@town.southold.n Southold,New York 11971-0959 J Y•us LORI M.HULSEO ® a� Telephone(631) 765-1939 ASSISTANT TOWN ATTORNEY �COU� csimile(6 � lori.hulse@town.southold.ny.us ' OFFICE OF THE TOWN ATTORN. FC 2 2013 TOWN OF SOUTHOLD d ruiliud ';C. iJ Board Trustees Kim Stephens December 2, 2013 En-Consultants 1319 North Sea Road Southampton,NY 11968 RE: Scott Kaufman,Wetlands Permit No. 8202 & 8202C 5—Tf\')e Ev as - 2,3 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 fifteen foot wide non turf buffer to be established and subsequently maintained adjacent to the bluff crest. 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 M. Hul Assistant To Attorney Cc: Board of Trustees Z EN-CONSULTANTS E C DD February 19, 2014 FEB 2 0 2014 Board of Trustees "' i 0 Ca �i Town of Southold P.O. Box 1179 Southold,NY 11971 Attn.: Elizabeth Cantrell Re: Scott Kaufman,Wetlands & Coastal Erosion Permit Nos. 8202 & 8202C 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 19, 2014. A copy of the recorded document is enclosed for your files. Res ectfully yours, �i Step Enclosure cc: Scott Kaufinan 1319 North Sea Road I Southampton,New York 11968 1 p 631.283 6360 1 f 631.283.6136 www.enconsultants.com environmental consulting o"z' CC# : C14-6231 4 y H r, 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 02/19/2014 under Liber D00012763 and Page 891 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 02/19/2014 SUFFOLK COUNTY CLERK Q. 'z9aa -1-11 JUDITH A.PASCALE SEAL f I IIIIIII IIII VIII VIII VIII II III II III II III VIII IIII IIII 111111 VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 02/19/2014 Number of Pages : 4 At: 10 :16 : 34 AM Receipt Number : 14-0018894 LIBER: D00012763 PAGE : 891 District: Section: Block: Lot: 1000 083. 00 02 . 00 007 .003 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 . 00 NO RPT $60 . 00 NO Fees Paid $125 . 00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County as Number of pages - REC.aREDEI], •JUDITH H. IDASCPLE This document will be public C FRK OF SUFFOLI' i3OU11 T Y record. Please remove all L >r.00101276", '-,ocial Security Numbers P C-39I prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee 's r �, 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. ®b� � Held for Appointment Comm.of Ed. 5. 00 y Transfer Tax A ' Affidavit �� pem Mansion Tax Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 Sub Total ' �g family dwelling only. Other YES or NO Grand Total ' @ �6 ("I If NO, see appropriate tax clause on 1' page# of this instrument. 4 Dist. 1000 2674768 1000 03300 0200 007003 5 Community Preservation Fund Real Property P Consideration Amount $ Tax Service � R DGR 1111111� 1111111111 ILII 11 Agency14D-FEB-14) CPF Tax Due $ Verification f 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address Improved RECORD&RETURN TO: Vacant Land TD En-Consultants 1319 North Sea Road TD Southampton,NY 11968 TD r , 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# 81 Suffo kCounty Recording & Endorsement Page This page forms part of the attached Declaration of Covenants made by: (SPECIFY TYPE OF INSTRUMENT) Scott Kaufman The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Town of Southold In the VILLAGE Board of Tru tPe or HAMLET of Cutchogue 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 S day of r�'�✓ 2014, by Scott Kaufinan residing at 62 Cooper Square,Suite 3B,New York,NY 10003 hereinafter referred to as"DECLARANT": WITNESSETH: WHEREAS, DECLARANT is the owner of certain real property located at 2050 Dignans Road,Cutchogue, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 83, Block 2,Lot 7.3, 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 fifteen-foot wide vegetated "non-turf buffer" be established adjacent to the bluff crest, 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 adjacent to the bluff crest on the subject premises a fifteen-foot wide vegetated"non-turf 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, his 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 ay of 201, " Scott Kaufman STATE OF ,� /a ss: COUNTY OF tr1 YOX On the� ' day of � lLd �� , in the year 2014,before me the undersigned, a Notary Public in and for said State, personally appeared ScoIk Kaufmanpersonally 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. alx�Z15i Nota Pub is /JOHN J.CASEY No.01 CA4822965 Notary Public,Std of New York Qualified in Queens County Certificate flied In New York Courity My Commission Expires 0718112 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,at Cutchogue, County of Suffolk and State of New York being bounded and described as follows: BEGINNING at a point at the center line of a 20 foot wide right of way, said point being distant 2149.70 feet westerly from the intersection of the westerly side of Oregon Road and the center line of said 20 foot wide right of way; EHENCE from said point of beginning, along the center line of the 20 foot wide right of way north 46 degrees 39 minutes 50 seconds west, 188.55 feet to a pint and lands now or formerly of Kalamaras; THENCE along said lands north 14 degrees 41 minutes 30 seconds east, 700.00 feet to a point; THENCE still along said lands,north 42 degrees 00 minutes 00 seconds west, 150 feet more or less to the high water mark of the Long Island Sound; THENCE along the high water mark of the Long Island Sound,north 87 degrees 31 minutes 40 seconds east, 208.00 feet to lands now or formerly of Stevens; THENCE along said lands, south 46 degrees 04 minutes 40 seconds, east, 661.00 feet more or less to a monument and lands now or formerly of Zuhoski; THENCE along said lands the following two courses and distances: 1) South 67 degrees 36 minutes 30 seconds west, 356.55 feet; 2) South 41 degrees 30 minutes 00 seconds west,444.10 feet to the point or place of BEGINNING. SUBJECT TO the rights of others over that portion of premises covered by 10 foot wide portion of a 20 foot right of way and over the southeasterly 50 foot wide strip of land leading from 20 foot wide right of way to lands adjacent on the north. TOGETHER WITH a right of way 10 feet in width over lands of Zuhoski from the northwesterly corner of the premises to the southerly corner of said premises and then a right of way 20 feet in width from said southerly corner southeasterly about 2700 feet to Oregon Road;the center line of said 20 foot right of way being the boundary between said land of the parry of the first part and said lands of Zuhoski and its direct extension. 3 0 0 James F.King,President o�SkOk,tco Town Hall, 53095 Main Rd. Bob Ghosio,Jr.,Vice-President P.O.Box 1179 Dave Bergen ��SSS 2 Southold NY 11971 John Bredemeyer CA � Telephone(631)765-1892 Michael J. Domino �O1 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 � I PERMIT NO. 8202 & 8202C DATE: JUNE 19.2013 ISSUED TO: SCOTT KAUFMAN PROPERTY ADDRESS: 2050 DIGNANS ROAD, CUTCHOGUE SCTM# 83-2-7.3 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 11 I 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 June 19,2013,and in consideration of application fee in the sum of$500.00 paid by En-Consultants 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 remove existing damaged stairway and terrace retaining walls; construct along eroding toe of bluff approximately 210 linear feet of stone revetment,including angled westerly return,all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face using terrace retaining walls,with up to 1600 cubic yards of sand re-nourishment(including covering the proposed revetment),and native plantings; construct a±3'wide berm with±50 cubic yards of sand/loam within 15' wide vegetated non-turf buffer to be established and subsequently maintained adjacent to bluff crest to control storm-water runoff, and construct a new 4'x±50' elevated bluff stairway with landings; with the condition a bond must be set up with the Town Highway Department if access is required at/through a road end to get to site; and as depicted on the site plan prepared by Jeffrey T. Butler,P.E.,P.C.,last dated February 17,2013,and stamped approved on June 19,2013. 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. c: �o�guFFo�,�oo Go i TERMS AND CONDITIONS The Permittee Scott Kaufman residing at 2050 Dienans Road Cutchoaue, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: I. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. James F. King, President QF soy Town Hall Annex Bob Ghosio,Jr.,Vice-President ,�0TyOIO 54375 Main Road P.O. Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer Michael J. Domino �O Telephone(631) 765-1892 O�COU 'N Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 19, 2013 Mr. Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: SCOTT KAUFMAN 2050 DIGNANS ROAD, CUTCHOGUE SCTM# 83-2-7.3 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, June 19, 2013 regarding the above matter: WHEREAS, En-Consultants on behalf of SCOTT KAUFMAN 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 May 28, 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 June 19, 2013, 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, 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 SCOTT KAUFMAN to remove existing damaged stairway and terrace retaining walls; construct along eroding toe of bluff approximately 210 linear feet of stone revetment, including angled westerly return, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face using terrace retaining walls, with up to 1600 cubic yards of sand re-nourishment (including covering the proposed revetment), and native plantings; construct a ±3' wide berm with ±50 cubic yards of sand/loam within 15' wide vegetated non-turf buffer to be established and subsequently maintained adjacent to bluff crest to control storm-water runoff; and construct a new 4'x±50' elevated bluff stairway with landings; with the condition a bond must be set up with the Town Highway Department if access is required at/through a road end to get to site; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated February 17, 2013, and stamped approved on June 19, 2013. 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 Very trPIuly'" `yours, CZ James F. King President, Board of Trustees JFK/amn James F. King, President QF soy Town Hall Annex Bob Ghosio,Jr.,Vice-President �0j54375 Main Road P.O. Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer H ick �O Telephone(631) 765-1892 Michael J. Domino :% Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #8202C Applicant/Agent: Scott Kaufman Permittee: Scott Kaufman SCTM#: 83-2-7.3 Project Location: 2050 Dignans Road, Cutchogue Date of Resolution/Issuance: June 19, 2013 Date of Expiration: June 19, 2015 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To remove existing damaged stairway and terrace retaining walls; construct along eroding toe of bluff approximately 210 linear feet of stone revetment, including angled westerly return, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face using terrace retaining walls, with up to 1600 cubic yards of sand re- nourishment(including covering the proposed revetment), and native plantings; construct a ±3' wide berm with ±50 cubic yards of sand/loam within 15' wide vegetated non-turf buffer to be established and subsequently maintained adjacent to bluff crest to control storm-water runoff; and construct a new 4'x±50' elevated bluff stairway with landings; with the condition a bond must be set up with the Town Highway Department if access is required at/through a road end to get to site; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated February 17, 2013, and stamped approved on June 19, 2013. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: A bond must be set up with the Town Highway Department if access is required at/through a road end to get to site. 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: y C James F. King, President Board of Trustees z -rrx�t�,,.r James F. If ng, President ��.�Q� $OjJp�,�3� Town Hall Annex !I 54375 Main Road Bob Ghosio,Jr.,Vice-President P.O. Box 1179 Dave BergenN 1 [ Southold,New York 11971-0959 John Bredemeyer a p Telephone (631) 765-1892 Michael J. Domino 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) Scott Kaufman The owners of record of property at: 2050 Dignans Road Cutchogue, New York SCTM#: 1000-83-2-7.3 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: approximatelyl0 linear feet of stone revetment includinb angled westerly return all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth, 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 t maintain the structure could result in a requirement to post a bond and/or have the re irs ordered as a lien against the property upon a finding by the Board of Trustees that said lac of maintenance would risk life, property or important natural resource features. q4 ;z Not"ature of owner of record otary Pu 6c KEuEvRENEE NASH anNed In wroiopCounty ak PAS W O1NAWIM6 KVCOgIYg1011 Eow 11.13.2016 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. h Peter Young,Chairman S Town Hall,53095 Main Rd. Lauren Standish, Secretary P.O. Box 1179 Southold,NY 11971 Telephone(631)765-1892 1 Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., June 12, 2013 the following recommendation was made: Moved by Audrey Horton, seconded by William McDermott, it was RESOLVED to SUPPORT the application of SCOTT KAUFMAN to remove existing storm damaged stairway and terrace retaining walls; construct along eroding toe of bluff approx. 210 If. of stone revetment, including angled westerly return, all consisting of approx. 3 to 5 ton stone placed over 50 to 100 Ib. core stone and filter cloth; restore bluff face using terrace retaining walls, approx. 600 cy. of sand renourishment (including 350 cy. to cover proposed revetment), and native plantings; construct a 3' wide berm with 50 cy. of sand/loam within 15' wide vegetated non-turf buffer to be established adjacent to bluff crest to control stormwater runoff; and construct a new 4'X 50' elevated bluff stairway with landings. Located: 2050 Dignan's Rd., Cutchogue. SCTM#83-2-7.3 Inspected by: Audrey Horton, William McDermott The CAC Supports the application with the Condition the amount of fill is certified. The project was not staked and the Notice of Hearing card was not posted as of June 12m. Vote of Council: Ayes: All Motion Carried ott Kaufman 050 Dignans Road, utchogue CTM#83-2-7.3 . 1 P A J MOMF IRE 'ISWA FEWIT �d ryYSs Ol jor < a r•t' - ,. x_ ss .. - colt Kaufman 050 Dignans Road, Cutchogue - w-•• .�Yt- CTMii83-2-7.3 gpFFO(� James F.King,President e' P.O.Box 1179 Bob Ghosio,Jr.,Vice-President �ti �d Southold,NY 11971 Dave Bergen Telephone(631 765-1892 John Bredemeyer Fax(63 1)765-6641 Michael J.Domino tp AA01 �DO� Southold Town Board of Trustees Field InspectionMork Session Report Date/Time: 'b'go /-3 t �, 3 `� En-Consultants on behalf of SCOTT KAUFMAN requests a Wetland Permit and a Coastal Erosion Permit to remove existing damaged stairway and terrace retaining walls; construct along eroding toe of bluff approximately 210 linear feet of stone revetment, including angled westerly return, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face using terrace retaining walls, approximately 600 cubic yards of sand re-nourishment (including approximately 350 cubic yards to cover proposed revetment), and native plantings; construct a ±3' wide berm with ±50 cubic yards of sand/loam within 15' wide vegetated non-turf buffer to be established adjacent to bluff crest to control storm-water runoff; and construct a new 4'x±50' elevated bluff stairway with landings. Located: 2050 Dignans Road, Cutchogue. SCTM# 83-2-7.3 Type of area to be impacted: _Saltwater Wetland _Freshwater Wetland _Sound _Bay Distance of proposed work to edge of wetland Paryof Town Code proposed work falls under: of Town Chapt. 111 _other Type of Application: Wetland _Coastal Erosion _Amendment _Administrative_Emergency_ Pre-Submission Violation Info needed: Modifications: Conditions: Present Were: J. King `�B. Ghosio Bergen, �. Bredemeyer x Michael Domino D. Dzenkowski other Form filled out in the field by J • Mailed/Faxed to: Date: 0 SCOTT KAUFMAN,2050 DIGNAN'S ROAD,CUTCHOGUE L.L Figure 1. Looking southwest at Kaufman parcel,adjacent parcel toe L� and westerly end of bulkhead to east in 2009. u MAY 2 8 2013 outhold Taw, r Trotees t Figure 2. Looking southwest at Kaufman parcel,adjacent parcel to east, and westerly end of bulkhead to east in 2012 after Super Storm Sandy. SCOTT KAUFMAN,2050 DIGNAN'S ROAD,CUTCHOGUE Figure 3. Looking southeast at Kaufman parcel and adjacent parcel to west in 2009. e _ _ .` — -•say'-�+� :..r .: Figure 4. Looking southeast at Kaufman parcel,adjacent parcel to east, and westerly end of bulkhead to east in 2012 after Super Storm Sandy. SCOTT KAUFMAN,2050 DIGNAN'S ROAD,CUTCHOGUE REM 2%Air Figure 5. Looking south at stairway,terracing,and vegetation present on subject bluff in 2009. fit AL. 1 r . # �+ Figure& Looking south at collapsed slairway,jailed terracing,and denuded, eroding bluffface on subject parcel in 2012 after Super Storm Sandy. m / — — _x.F�W,,, m 121 124 va- ma s � it m,ai , ii y�� wu •. urn e P 9 � tiler ^ •C m ma.wrv.+u gar �v h � A� R p A• ` Y� ttVe a � t�� + •ter >: e O e mn A tY ND r "N e t „ ry 11V rw rr.w a��xo •_=��.«a. rt.��.,o. .ussw rwx.,w. " ^"• __—_ __ ___ __ ___ /^\— _` OMOFSUFFO K © s eecnoxua ------ _ _O_ _ Ral Pn rt,TU S�iNm Ap t e P.m. m E in� OFFICE LOCATION: 1��q SOUry� MAILING ADDRESS: Town Hall Annex ti0 lQ 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 Fax: 631765-3136 OOUN I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM rE Q E 0 V E JUN 1 9 2013 C> To: Jim King, President Town of Southold Board of Trustees Southold Town Trustes From: Mark Terry, Principal Planner LWRP Coordinator Date: June 18, 2013 Re: LWRP Coastal Consistency Review for SCOTT KAUFMAN SCTM#1000-83-2-7.3 En-Consultants on behalf of SCOTT KAUFMAN requests a Wetland Permit and a Coastal Erosion Permit to remove existing damaged stairway and terrace retaining walls; construct along eroding toe of bluff approximately 210 linear feet of stone revetment, including angled westerly return, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face using terrace retaining walls, approximately 600 cubic yards of sand re-nourishment (including approximately 350 cubic yards to cover proposed revetment), and native plantings; construct a ±3' wide berm with ±50 cubic yards of sand/loam within 15' wide vegetated non-turf buffer to be established adjacent to bluff crest to control storm-water runoff; and construct a new 4'x±50' elevated bluff stairway with landings. Located: 2050 Dignans Road, Cutchogue. SCTM# 83-2-7.3 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 actions are CONSISTENT with LWRP Policies and therefore, 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: Lori Hulse, Assistant Town Attorney �O�gUfFO(,��OG ti s James F. King, President y Town Hall, 53095 Main Rd. Bob Ghosio,Jr.,Vice-President ,r r* P.O. Box 1179 Dave Bergen 'f �'. Soothold,NY 11971 John Bredemeyer 'f/0 .�� Telephone(631) 765-1892 Michael J. Domino 1 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only 4 C oastal Erosion Permit Application Wetland Permit Application _Administrative Permit / _Amendment/Transf r/Ext nsion V Received Application: 5 —�Rece ived Fee: V Completed Application L Incomplete _ SEQRA Classification: Type I Type H Unlisted coordination: (date sent) MAY 2 8 2013 �..WRP Consistency Asse smen Form AC Referral Sent: V Uate of Inspection: outhold Town Receipt of CAC Report: _Lead Agency Determination: Pethnical Review: ublic Hearing Held: Resolution: Name of Applicant Scott Kaufman 62 Cooper Square, Suite 3B Address New York,NY 10003 Phone Number: 212 421-1412 Suffolk County Tax Map Number: 1000 - 83-2-7.3 Property Location: 2050 Dignans Road,Cutchogue (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 �ard of Trustees Applicatilf GENERAL DATA Land Area(in square feet):322,135 Area Zoning: R-80&A-C Previous use of property: Residential, single family dwelling Intended use of property: No Change Covenants and Restrictions: Yes X No If "Yes", please provide copy. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept.-Yes X No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date X No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Remove existing storm damaged stairway and terrace retaining walls;construct along eroding toe of bluff approximately 210 linear feet of stone revetment, including angled westerly return,all consisting of approximately 3 to 5-ton stone placed over 50 to 100-Ib core stone and filter cloth;restore bluff face using terrace retaining walls, approximately 600 cubic yards of sand renourishment(including approximately 350 cubic yards to cover proposed revetment),and native plantings;construct a+/-3'wide berm with +/-50 cubic yards of sand/loam within 15'wide vegetated nonturf buffer to be established adjacent to bluff crest to control stonnwater runoff;and construct a new 4'x +/-50'elevated bluff stairway with landings, all as depicted and further described on the site plan prepared by Jeffrey T. Butler,P.E.,P.C.,dated February 17,2013. 13cW of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To protide a comprehensive erosion control plan to stem the erosion of the bluff through me stabilimtion and to restore the bluff face through terracing,sand renuurishment,rc,.gciation,and establishment of a nontarf buffer and henn at the crest ofthe bluff Area of wetlands on lov 0 square feet Percent coverage of lot: 0 v Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled? +/-650 cubic yards Depth of which material will be removed or deposited: varies feet Proposed slope throughout the area of operations: 1:1.5 (typical) Manner in which material will be removed or deposited: See detailed scope of work included on attached shore restoration plan prepared by JetTrey T. Butler, P.E., P.C., dated February 17,2013. 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): See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. The subject property is located along a stretch of Long Island Sound shoreline rumiing parallel with Oregon Road that has been severely impacted by extreme and accelerated erosion during several Nor'easter and other significant storm events since 2009, including the most recent and avulsive losses experienced during the Christmas 2010 Blizzard; Tropical Storm Irene in September, 2011, and Super Storm Sandy in October, 2012. In response to this accelerated shoreline erosion, owners of private properties located within this geologic cell have been forced to replace or construct new shoreline stabilization structures, such as the rock revetment constructed 10 properties to the east of the subject parcel pursuant to Town Wetlands and Coastal Erosion Permits 7506 and 7506C issued in 2011. Previously, following the episodic storm events of the early 1990s, the adjacent property to the east was stabilized with more than 400 linear feet of timber retaining wall and stone toe armor pursuant to Town Wetlands and Coastal Erosion Permit 4870, except for the most westerly+44 feet of the property,which presently separates the westerly end of that structure from the subject property. However,the current owner of that property recently submitted an application to extend the existing retaining wall to the easterly property line of the subject property. Hoping to avoid the need for the expensive remedy of hard stabilization himself, Mr. Kaufman has been carefully monitoring the condition of his bluff for the better part of the past decade, during which time the property has experienced similarly severe erosion. The ongoing bottom-up erosion of the bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face; the collapse and loss of the lower two-thirds of the bluff stairway; the complete failure of a past attempt to stabilize the bluff face without hard toe stabilization using now collapsed and lost terracing that was present in 2009; and a deterioration in the vegetative condition of the bluff face from one that was reasonably well vegetated in 2009 to one nearly completely denuded of its vegetation by the end of 2012. Therefore, the owner is now proposing to remediate this ongoing process of loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe, top, and face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and '`soft" sand and vegetative bluff face renourishment. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. A 15' wide nonturf buffer to be planted with native vegetation will be established adjacent to the bluff crest, inclusive of a small berm, which together will slow the potential rate of sheet flow runoff down the bluff during heavy rain events and increase the absorption capacity of the upland area behind the bluff to reduce the volume of surface water runoff reaching the bluff. Pursuant to principles set forth by Chapter 275-11(13)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above. Pursuant to Chapter 275-11(13)(1)(b) and Chapter 111-15 and consistent with Policy 4 of the Local Waterfront Revitalization Program (LWRP), the revetment will be installed with a sloped face and angled return; will be covered with sand; and will not encroach on the beach surface seaward of the existing, eroded bluff toe so as not to cause a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. In fact, as noted above, the adjacent easterly property owner has separately submitted an application to extend the existing retaining wall on that property to the subject property's easterly property line, which would allow the proposed revetment to tie into the adjacent structure to the east. Further pursuant to Chapter 111-15, the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where 1) non-structural, vegetative means alone have proven not to be sufficient at stemming the ongoing bluff erosion; 2) the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the previously tried and failed attempt to terrace the bluff face without toe stabilization; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4)the proposed structure has been limited to the minimal scale necessary and is based on sound engineering practices; 5) vegetative restoration and enhancement is and will remain part of the long-term remediation plan design; and 6)there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately, the goal of the project is to stabilize, restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the goal of Policy 4 of the LWRP. &rd of Trustees ApplicatV COASTAL EROSION APPLICATION DATA Purposes of proposed activity. To provide a comprehensive erosion control plan to stem the erosion of the bluff through toe stabilization and to restore the bluff face through terracing, sand renourishment, revegetation, and establishment of a nonturf buffer and berm at the crest of the bluff. 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? N/A (cubic yards) How much material will be tilled? +/-650 (cubic yards) Manner in which material will be removed or deposited: See detailed scope of work included on attached shore restoration plan prepared by Jeffrey T. Butler, P.E., P.C.,dated February 17,2013. Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) See attached narrative addressing Chapter 275,Chapter I I I and Local Waterfront Revitalization Program Policy No.4. 0 • The subject property is located along a stretch of Long Island Sound shoreline running parallel with Oregon Road that has been severely impacted by extreme and accelerated erosion during several Nor'easter and other significant storm events since 2009, including the most recent and avulsive losses experienced during the Christmas 2010 Blizzard; Tropical Storm Irene in September, 2011, and Super Storm Sandy in October, 2012. In response to this accelerated shoreline erosion, owners of private properties located within this geologic cell have been forced to replace or construct new shoreline stabilization structures, such as the rock revetment constructed 10 properties to the east of the subject parcel pursuant to Town Wetlands and Coastal Erosion Permits 7506 and 7506C issued in 2011. Previously, following the episodic storm events of the early 1990s, the adjacent property to the east was stabilized with more than 400 linear feet of timber retaining wall and stone toe armor pursuant to Town Wetlands and Coastal Erosion Permit 4870, except for the most westerly +44 feet of the property, which presently separates the westerly end of that structure from the subject property. However, the current owner of that property recently submitted an application to extend the existing retaining wall to the easterly property line of the subject property. Hoping to avoid the need for the expensive remedy of hard stabilization himself, Mr. Kaufman has been carefully monitoring the condition of his bluff for the better part of the past decade, during which time the property has experienced similarly severe erosion. The ongoing bottom-up erosion of the bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face; the collapse and loss of the lower two-thirds of the bluff stairway; the complete failure of a past attempt to stabilize the bluff face without hard toe stabilization using now collapsed and lost terracing that was present in 2009; and a deterioration in the vegetative condition of the bluff face from one that was reasonably well vegetated in 2009 to one nearly completely denuded of its vegetation by the end of 2012. Therefore, the owner is now proposing to remediate this ongoing process of loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe, top, and face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and "soft" sand and vegetative bluff face renourishment. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. A 15' wide nonturf buffer to be planted with native vegetation will be established adjacent to the bluff crest, inclusive of a small berm, which together will slow the potential rate of sheet flow runoff down the bluff during heavy rain events and increase the absorption capacity of the upland area behind the bluff to reduce the volume of surface water runoff reaching the bluff. Pursuant to principles set forth by Chapter 275-11(B)(1)(b),the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above. Pursuant to 0 • Chapter 275-11(13)(1)(b) and Chapter 111-15 and consistent with Policy 4 of the Local Waterfront Revitalization Program (LWRP), the revetment will be installed with a sloped face and angled return; will be covered with sand; and will not encroach on the beach surface seaward of the existing, eroded bluff toe so as not to cause a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. In fact, as noted above, the adjacent easterly property owner has separately submitted an application to extend the existing retaining wall on that property to the subject property's easterly property line, which would allow the proposed revetment to tie into the adjacent structure to the east. Further pursuant to Chapter 111-15, the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where 1) non-structural, vegetative means alone have proven not to be sufficient at stemming the ongoing bluff erosion; 2) the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the previously tried and failed attempt to terrace the bluff face without toe stabilization; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4) the proposed structure has been limited to the minimal scale necessary and is based on sound engineering practices; 5) vegetative restoration and enhancement is and will remain part of the long-term remediation plan design; and 6) there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately, the goal of the project is to stabilize, restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the goal of Policy 4 of the LWRP. 617.20 SEQR PROJECT ID NUMBER APPENDIXC STATE ENVIRONMENTAL QUALITY AW 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 Scott Kaufman 3.PROJECT LOCATION: Municipality Cutcho ue County Suffolk 4.PRECISE LOCATION:Street Address and Road Intersections.Prominent landmarks etc-or provide map 2050 Dignans Road,Cutcho ue,Town of Southold, SCTM#1000-83-2-7.3 S. IS PROPOSED ACTION: El New ❑Expansion ❑Modification/alteration 6.DESCRIBE PROJECT BRIEFLY: Remove existing storm damaged stairway and terrace retaining walls;construct along eroding toe of bluff approximately 210 linear feet of stone revetment, including angled westerly return,all consisting of approximately 3 to 5-ton stone placed over 50 to 100-Ib core stone and filter cloth; restore bluff face using terrace retaining walls,approximately 600 cubic yards of sand renourishment(including approximately 350 cubic yards to cover proposed revetment),and native plantings;construct a+/-3' wide berm with +/-50 cubic yards of sand/loam within 15'wide vegetated nonturf buffer to be established adjacent to bluff crest to control stormwater runoff; and construct a new 4'x+/-50'elevated bluff stairway with landings,all as depicted and further described on the site plan prepared by Jeffrey T. Butler, P.E., P.C.,dated February 17,2013. 7. AMOUNT OF LAND AFFECTED: Initially 7.4 acres Ultimately 7.4 acres 8.WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? F]Yes ® No If no,describe briefly: 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT?(Choose as many as apply.) ®Residential F�Industrial 1:1 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 Article 25 ll. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? Yes ®No If yes,list agency name and permit/ approval: 1f5 A RgLT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? Yes No I CE TIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/Spon arae Robert E. Herrmann, Coastal Management Specialist Date:May 22,2013 Signature lr 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 Tie completed by Lead Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617.47 If yes,coordinate the review process and use the FULL EAF. E]Yes ❑✓ No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If No,a negative declaration may be superseded by another involved agency. ❑Yes 2 No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten,if legible) Ct. 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,or 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 change in use or intensity of use of land or other natural resources?Explain briefly: C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain briefly: C6. Long term,short term,cumulative,or other effects not identified in C1-05? 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)? ❑ Yes z No If Yes,explain briefly: E. IS THERE,OR IS THERE LIKELY TO BE,CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? ❑Yes 0 No If Yes,explain briefly: 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 ifyou 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,thatthe proposed action WILL NOT result in any significant adverse environmental impacts AND provide,on attachments as necessary,the reasons supporting this determination Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Tale of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD PDLFEC E I V EIn the matter of a licant: L, PP 2013 Scott Kaufman SCTM#1000-83-2-7.3 tlb pN YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Remove existing storm damaged stairway and terrace retaining walls;construct along eroding toe of bluff approximately 210 linear feet of stone revetment, including angled westerly return, all consisting of approximately 3 to 5-ton stone placed over 50 to 100-Ib core stone and filter cloth;restore bluff face using terrace retaining walls, approximately 600 cubic yards of sand renourishment(including approximately 350 cubic yards to cover proposed revetment),and native plantings;construct a+/-3'wide berm with+/-50 cubic yards of sand/loam within 15'wide vegetated nonturf buffer to be established adjacent to bluff crest to control stormwater runoff;and construct a new 4' x+/-50'elevated bluff stairway with landings,all as depicted and further described on the site plan prepared by Jeffrey T. Butler,P.E., P.C.,dated February 17, 2013. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 2050 Dignans Road, Cutchogue 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wednesday,June 19,2013 A 6:00 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. Scott Kaufman PROPERTY OWNERS NAME: 62 Cooper Square, Suite 3B MAILING ADDRESS: New York,NY 10003 PHONE#: 212-421-1412 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. WOOF OF MAILING OF NOTICE• ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Diane Smith 21 Laurel Lane Locust Valley,NY 11560 David Zuhoski P.O. Box 277 Cutchogue, NY 11935 Morel[ LLC P.O. Box 1287 Cutchogue, NY 11935 Michael Judge 189 East Lake Shore Drive,4W Chicago, IL 60611 STATE OF NEW YORK COLJNIY OF SUFFOLK Robert E. Hermann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 being duly sworn, deposes and says that on the 10th day of June 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 were Mailed to each of said persons by (certified)(rxgistemd) mail. Robert E. Herrmann Coastal Management Specialist Sworn to before me this 10th day of lune —,20 13 MIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK 2 COMMISSION NO . 5015931 —�� Notary ublic QUALIFIED IN SUFFOLK CO"NTj EXPIRES AVF!ST 2 , 1,vJ3 PostalU.S. Postal Service,. U.S. CERTIFIED MAIL,. RECEIPT CERTIFIED MAIL,. RECEIPT r` (Domestic Mail . o (Domestic Ir CO Ln Ln S 'fin S i m \ Postage $ "'U\PION�J: MPostage $ crl Certified Fee Certified Fee /'N 1ON postmark /��?' Postmark f C:3 Retum Receipt Fee ■�o}s�t�mearyGV� O Retum Receipt Fee A Mere C3 (Endorsement Required) M I V 13 p (Endorsement Required) M Restricted Delivery Fee O Restrcted Delivery Fee fly O .yt13 (Endorsement Required) O (Endorsement Required) JUI. LV O ttid` r` Total Pos•___•�___ Q• Lr) Total Postage"'--- - -= rq ra � Ftro Diane Smith ra antroDavid Zuhoski a eAtN2 21 Laurel Lane osreat•apa P.O. Box 277 O O or PO Box ----t` ereia,zif Locust Valley,NY 1 1560 -- r` cey"-s-rale; Cutchogue,NY 11935 Postal CERTIFIED MAIL,, RECEIPT CERTIFIED MAILT. RECEIPT rTt (Domestic Mail Only; p (Domestic Mail Only;No Insurance Coverage Provided)S _r OFFICIAL U !=TE g Ln Footage $ ION A/;;,.,. M Postage $ V.-OLy`�\ Certified Fee P Certified Feerq J l rq Retum Receipt Fee �� P re p Rehm Receipt Fee O (Endomemem Required) Ole�3 0 (E goreement Required) 1NX1 1 u �3 1 flestmeetl Delivery Fee Restricted Delivery Fee 1# 0 (Endorsement Raquiretl) , O (Endorsement Required) f` M1 IJT Total Posta _ 1, j_ ul Total Poster^n cm. C U$ S r� r-q Sent To Morell LLC WFt—To r-1ra Michael Judge stree(APt.A P.O. Box 1287 --- a -siieat,Aoi:n C` or .O!oXN Cutchogue, NY 11935 - - r, or PO Box Ni 189 East Lake Shore Drive,4W Diysrare,z citysare,z Chicago, IL 60611 o�gpPFO(,�co 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(63 1)765-1892 Michael J. Domino 1 # �' Fax(63 1)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD D -- ---- - - -- JUN In the Matter of the Application of 9 2013 SCOTT KAUFMAN I n COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING I Kim Stephens maiCl;k*At /dba En-Consultants 1319 North Sea Road, Southampton,NY 11968 being duly sworn, depose and say: That on the I Ith day of June 2013, 1 personally posted the property known as 2050 Dignans Road,Cutchogue,SCTM# 1000-83-2-7.3 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, June19, 2013. Dated: G� s' na e) 17 S, orn to before me this 19 day of Junpe 2013 Notary Notary Public ANNE ILLIONS Notary Public, State of New York No.01 IL5084744 Qualified In Suffolk Crnmtir Commission Expires d(( �I dr)r 3 , 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. Remove existing damaged stairway and terrace retaining waft; construct Wong eroding toe of bluff approximately 210 linear feet of stone OWNER(SZ'�Mvj- 1ECORD: revetment, including of app ximatly return, all consisting of approximately SCV4- 3 to 5 ton stone placed over 50 t; 100 pound core stone and filter cloth; restore bluff face using terrace reta600 SUBJECT OF PUBLIC HEARING: cubic sof and re-nounsoximately me cubic yards of sand re-nourishment (including approximately 350 cubic yards to cover proposed revetment), and native plantings; construct a ±3' wide berm with ±50 cubic yards of sand/loam within 15' wide vegetated non-turf buffer to be established adjacent to bluff crest to control storm-water runoff; and construct a new 4'x±50' elevated bluff stairwa with landings. TIME & DATE OF PUBLIC HEARING: • Oejreso6y, Sone l q, �3 - ��"or o u'S.* .3v em If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection rior to the day of the hearing during normal business days between the hours ofp8 a.m and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631 ) 765- 1892 0 Board of Trustees Application County of SRffoik State of New York E / y�M BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAIV PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AU RIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES(S), TO EN ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WI-VH REVIEW OF THIS APPLICATION. Signature SWORN TO BEFORE ME THIS kf y DAY OF JA� f?�1 20 i i Notary, JOH" No.O1CF Notary Po'c �Po;! N Qvolifi=c O - My Comm;ss a i� 0 • Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) V4AA NNAIA residing at 20S:C (print owner of property) (mailing address) — do hereby authorize 7'cN� (Agent) jn ri1S QYwr\Q t�+-i to apply for permit(s)from the outhold Board of Town Trustees on my behalf. (O is signature) APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics mobibits conflicts of interest on the part of town officers and employees.The puMse 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 samme. - ^ ` YOUR NAME: —mol l �1� f�-'N (Last name,first name,mrd le initial,unless you are applying in the time 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 ([f"Other",time 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,manage,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 applicant/agent/represemative)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 is�e day of -'�C " 200" Signature Print Name Form TS 1 Town of Southold • • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I . All applicants for perm its' including Town of Southold agencies, shall com plete this CCA F for proposed actions that are subject to the Town of Southold N aterfront Consisicncy Review Law . This assessm our is intended to supplem ent other inform ation used by a Town of Southold agency in in a k in g a d e to too in a t i o n o f c o n s is to n c y . *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, listine both supportine 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, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTIONH Q E I V E D SCTNI# 83 - 2 7.3 D PROJECT NAME Scott Kaufman MAY 2 8 2013 Southold Town The Application has been submitted to (check appropriate response): ar otTmstees _ Town Board ❑ Planning Board L1 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: VNJ Nature and extent of action: Remove existing storm damaged stairway and terrace retaining walls;construct along eroding toe of bluff approximately 210 linear feet of stone revetment, including angled westerly return,all consisting of approximately 3 to 5-ton stone placed over 50 to 100-Ib core stone and Filter cloth;restore bluff face using terrace retaining walls,approximately 600 cubic yards of sand renourishment(including approximately 350 cubic yards to cover proposed revetment), and native plantings;construct a+/-3'wide berm with +/-50 cubic yards of sand/loam within 15'wide vegetated nonturf buffer to be established adjacent to bluff crest to control stonnwater runoff; and construct a new 4'x+/-50'elevated bluff stairway with landings,all as depicted and further described on the site plan prepared by Jeffrey T. Butler, P.E., P.C.,dated February 17,2013. Location of action: 2050 Dignans Road Cutchogue Site acreage: 7.4 acres Present land use: Residential, single family dwelling. Present zoning classification:R-80&A-C 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:Scott Kaufman (b) Mailing address: 62 Cooper Square, Suite 313 New York,NY 10003 (c) Telephone number: Area Code 212-421-1412 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes, which state or federal agency?NYS DEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes 0 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 See attached narrative addressing Chapter 275,Chapter I I l and Local Waterfront Revitalization Program Policy No.4. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section Ill - 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 Applicable The subject property is located along a stretch of Long Island Sound shoreline running parallel with Oregon Road that has been severely impacted by extreme and accelerated erosion during several Nor'easter and other significant storm events since 2009, including the most recent and avulsive losses experienced during the Christmas 2010 Blizzard; Tropical Storm Irene in September, 2011, and Super Storm Sandy in October, 2012. In response to this accelerated shoreline erosion, owners of private properties located within this geologic cell have been forced to replace or construct new shoreline stabilization structures, such as the rock revetment constructed 10 properties to the east of the subject parcel pursuant to Town Wetlands and Coastal Erosion Permits 7506 and 7506C issued in 2011. Previously, following the episodic storm events of the early 1990s, the adjacent property to the east was stabilized with more than 400 linear feet of timber retaining wall and stone toe armor pursuant to Town Wetlands and Coastal Erosion Permit 4870, except for the most westerly+44 feet of the property, which presently separates the westerly end of that structure from the subject property. However, the current owner of that property recently submitted an application to extend the existing retaining wall to the easterly property line of the subject property. Hoping to avoid the need for the expensive remedy of hard stabilization himself, Mr. Kaufman has been carefully monitoring the condition of his bluff for the better part of the past decade, during which time the property has experienced similarly severe erosion. The ongoing bottom-up erosion of the bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face; the collapse and loss of the lower two-thirds of the bluff stairway; the complete failure of a past attempt to stabilize the bluff face without hard toe stabilization using now collapsed and lost terracing that was present in 2009; and a deterioration in the vegetative condition of the bluff face from one that was reasonably well vegetated in 2009 to one nearly completely denuded of its vegetation by the end of 2012. Therefore, the owner is now proposing to remediate this ongoing process of loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe,top, and face of the bluff by implementing a combination of structural "hard" toe stabilization and both structural and "soft" sand and vegetative bluff face renourishment. Specifically, a stone revetment is proposed to stabilize the toe of the bluff,which will occur first. Then the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. A 15' wide nonturf buffer to be planted with native vegetation will be established adjacent to the bluff crest, inclusive of a small berm,which together will slow the potential rate of sheet flow runoff down the bluff during heavy rain events and increase the absorption capacity of the upland area behind the bluff to reduce the volume of surface water runoff reaching the bluff. Pursuant to principles set forth by Chapter 275-11(B)(1)(b),the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above. Pursuant to Chapter 275-11(13)(1)(b) and Chapter 111-15 and consistent with Policy 4 of the Local Waterfront Revitalization Program (LWRP), the revetment will be installed with a sloped face and angled return; will be covered with sand; and will not encroach on the beach surface seaward of the existing, eroded bluff toe so as not to cause a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. In fact, as noted above, the adjacent easterly property owner has separately submitted an application to extend the existing retaining wall on that property to the subject property's easterly property line, which would allow the proposed revetment to tie into the adjacent structure to the east. Further pursuant to Chapter 111-15, the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where 1) non-structural, vegetative means alone have proven not to be sufficient at stemming the ongoing bluff erosion; 2) the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the previously tried and failed attempt to terrace the bluff face without toe stabilization; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4) the proposed structure has been limited to the minimal scale necessary and is based on sound engineering practices; 5) vegetative restoration and enhancement is and will remain part of the long-term remediation plan design; and 6) there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately, the goal of the project is to stabilize, restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the goal of Policy 4 of the LWRP. 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 n Nor—] Not Applicable The proposed structure will be installed at the existing toe of bluff and above high water associated with Long Island Sound and will not prevent or inhibit public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's wate�ependent uses and promote sitingSew 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 It. 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 MGMT SPECIALIST DATEOCT.25,201 l RO:iE.HERRMANN Amended on 811105 A n EN-CONSULTANTS May 22,2013 If �,� ,9 Town of Southold I� L5 Board of Trustees V lI r 54375 Main Road Post office Box 1179 MAY 2 8 2013 Southold, New York 11971 Southold Town Re: Scott Kaufman 2050 Dignans Road, Cutchogue SCTM #1000-83-2-7.3 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: I. Three(3) Wetland & Coastal Erosion Permit Applications including: a) Short Environmental Assessment Form; b) Authorization & Disclosure Forms; c) project plans prepared by Jeffrey T. Butler, P.E., P.C. dated February 13,2013; and d) survey prepared by Nathan Taft Corwin 111 Land Surveyor, dated January 18, 2013. 2. One (I) 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. Sin erely, Rob E. Herrmatm Coastal Management Specialist /kits Enc. — -- -- 1319 North Sea Roel Southaniptoi Naw York 11968 1 p 631 283.6560 f 631.283.6136 GENERAL DEMOLITION NOTES: SCOPE OF WORK: SOUND I.START OF DEMOLITION SHALL ONLY BEGIN AFTER THE DEMOLITION I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR LONG ISLAND A FOR WORK IN TH I5 AREA CONTRACTOR HAS BEEN SHOWN THE PROPER REPORTS STATING THAT ALL TO ADJACENT PROPERTIES,ERECT CONSTRUCTION FENCE ALONG EFFECTED a DEMOLITION PARTIAL PLAN EXISTING STORM DAMAGED HAZARDOUS MATERIALS HAVE BEEN REMOVED FROM THE 517E U51NG pIROPERTY LINE. _ BEACH STAIR AND FEDERAL,STATE,AND LOCALLY APPROVED METHODS AND PROCEDURES FOR 2.SEE FILL AND COMPACTION NOTES PRIOR TO ANY 51TE WORK. (THIS DWG) LANDINGS TO BE REMOVED F1 THE MATERIAL IN QUE5TION. 3,CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. Ex.WD BULKHEAD W e5'2a 2O TI14NUARYA6 N6 APPARENT HIGH WATER MARK 0� 2.ALL 5TRULTURE5,80TH ABOVE AND BELOW GRADE ARE SHOWN A5 A 61110E H16H HATER ON ,2013 -� r 206.69' _�- _ FOR DEMOLITION. LOCATION OF SUBSURFACE STRUCTURES ARE ESTIMATED TO 4. DEBRIS ON BLUFF PAGE SHALL BE REMOVED PRIOR TO THE START OF / JANUARY IB,201 T�� FOR WORK I N THIS AREA BE LOCATED AS 5HOINK THE CERTIFYING ENGINEER DOES NOT ATTEST TO CONSTRUCTION 1— 5EE PROPOSED PARTIAL PLAN THE ACCURACY OF THE LOCATION OF THE SUBSURFACE 5TRULNRE5 SHOWN o, REMOVE DAMAGED STAIRWAY,LANDING AND SUPPORT STRUGTU2E. 1 zoNE VE(EL 161 —� _—t OR DEMOLITION ION SHALL NOT SHOWN 1• Bt'LKHEAD t _ REMOVE ALL UPROOT®'DEAD VEGETATION, HAUL DEBRIS AWAY TO hH15 D7N61 3.THE DEMOLITION SHALL BE PERFORMED BY THE LONTRALTOR(5)AT THEIR OWN —RETAtNI APPROVED UPLAND SITE. —Y EJREM RISK AND LIABILITY.ALL DAMAAE ON 517E EP ADJACENT TO THE ' DEMOLITION AREA WILL BE REPAIRED OR REPLACED SOLELY AT THE 5. INSTALL PROPOSED BEACH ACCESS STAIRS,SEE DWG. NO3 FOR J ZONE% 12 - _ —__ CONTRACTORS EXPENSE. REQUIREMENT5 AND CONSTRUCTION. ryv $ 2500 F920P0-gED �Rk 511 'IARYr ---- -_______�� '- -j 4.TO THE BEST OF THE ENGINEERS KNOWLEDGE,NO ENVIRONMENTAL HAZARD(5), 6•(AI6TRK,T PROP05W ARMOR STONE WALL 1'210 FT LONG(INCLUDING 2 - 10' 6 INSTALL PROPOSED 1210 LF STONE REVETMENT. BOTTOM OF BLUFF JANUARY 18,2013 t1�39 pp,, THAT COULD BE AGGRAVATED BY THE DEMOLITION PROCEDURE,E%1575 ON SPRING HIGH WATER MARK 96 o. 3 . ., .. EXISTING STORM DAMAGED BEACH ACCESS STAIR - _ THIS SITE. L6 RETURNS). THE PROPOSED ARMOR STONE WALL WILL BE INSTALLED JANUARY IH,2013 `��* 5.THE CONTRACTOR 15 ADVISED TO USE CAUTION I.HEN EXCAVATING AND LANDWARD OF SEA50NAL HIGH WATER(SOW,EL.3.47, r 4s 1 1- COASTAL EROSION HAZARD SHALL BE REMOVED AND REPLACED W PROPOSED REMOVING SUBSURFACE STRUCTURES, PIPING,ETC,DUE TO THE LIMITED CONSTRUCTION OF THE A5 FOLLOWS, SCOPE OF WORK CONT D: -Ex wD LI.PFt\ LINE AS 5499 FROM 150'WOOD BEACH ACCESS STAIR. T/ � - - EDGE OF LAWN T L :.+1.,` FF COASTALEROSION HAZARD ��. AVAILABILITY OF INFORMATION CONCERNING 50%RFACE UTILITIES. A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE STONE(BELOW 1.6RADE AREA IMMEDIATELY SURROUNDING THE ARMOR STOW. � � .__n __ AWA Fooro No b. EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE CONTRAGTOW50,IN GRADE) FOR CAPSTONE PROTECTION, RESTORE S,RFACE ELEVATION GF BEACH TO MATCH NEIGHBORING —_J' X H T •--- -' SB.yq.,S,ry SHEET OF 4q �I.I�F AREA TO BE RE-N01 215FIED ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL CODES AND REGULATION5, B. INSTALL 10'- 13' RIP RAP(50-100 LB CORE STOI 18" IN DEPTH AREAOFS.v - 6. USE AN ESTIMATED 1250 CU.YD5 OF PROPOSED GLEAN SANDY FILL /� 1 x - - WITH N SANDY ILL (Y X508 .YD5 T. C4 EXTENT OF DEMOLITION, (MIT AND UNDERLAIN WITH FILTER CLOTH - SEE SECTION 'A' GLEAN SANDY FILL ()350 CL.YDS TO DOVER EX ENT OF of COASTAL LON TR STRULTLRE5 SHALL BE REMOVED FROM G. INSTALL(U ROW OF ARMOR STONE ONE STONE DEEP AND ONE STONE (BEACH COMPATIBLE GRAIN SIZE,OBTAllBD FROM AN APPROVED w �. ARMOR STONE AND 1250 CU.YD5 TO TTIEHE REMAREAINS OF WORK,SEE SCOPE OF WORK FOR 5SHALL E OF EVENT"'.THIS HIGH,(BELOW GRADE)A5 DEPICTED IN SECTION 'A",DWG NO2. UPLAND SITE)FOR THE PURPOSE OF RESTORING THE BLUFFS SURFACE 55 k� s RESTORE BLUFFS SURFACE ELEVATION). INCLwES BUT 15 NOT LIMITED TO ITEMS GALLED ON ON THE DEMOLITION FLAN, D. INSTALL(4) ROWS OF ARMOR STONE ONE STONE DEEP AND ONE ELEVATION TO ITS NATURAL GRADE. NOTE: ALL ERODED,WASHED ' PLANT BLUFF FACE WITH NATIVE VEGETATION, o DESTROYED WOOD STAIR TO BEACH,WOOD BEACH ACCESS STAIR Alb THEIR STONE HIGH,(ABOVE GRADE) AS DEPICTED IN SECTION 'A" DWG Not OUT OR GULLIED AREAS SHALL BE RESTORED TO THE LEVEL OF THE I I %� INCLUDING BUT NOT LIMITED TO BEACH SUPPORTS,FAILED RETAINING WALLS ASU/OR TERRACING WALLS AND THEIR INCLUDING THE BB7DIIN6,THE BASE OF THE STRUCTU2E WILL EXTBJD ADJACENT BLUFF FACE. � -G R. GRA55 AND SWITCH GRA55(SEE PLANTING � ANCHORINS. ALL MATERIAL SHALL BE HAULED TO AN APPROVED UF1_,-ND SITE 9.SEE 'FILL,RE-VEGETATION AND TERRACING 5E604CE OF EVENTS cry \ fro, SDH. FOR ADDITIONAL SHRUB PLANTINGS) APPROXIMATELY 17A'BELOW GRADE (APPROX.EL. -30). NOTES'FOR(SEE DWG NO.2) FOR PROCEDURES AND REQUIREMENTS. $ EX HE EXISTING WOOD RETAINING EXISTING GENERAL NOTES: E. THE ARMOR STONE WILL BE INSTALLED R THAT THE EDGE O THE 10.REMOVE EXISTING 500/GRASS 0 T.O. BLUFF WITHIN THE PROP05EP 2 sr,FR WALLS TO REMAIN TOP OF BLUFF TOP LAYER HE STONE WILL 517 LANDWARD O THE BASE STONES N FR •& I.BEACH ACCESS STAIRS SHALL BE INSTALLED PER 'BEACH nccEss STAIRS-SCOPE BELOW IT. THE STRUCTURE SHALL NOT ENCROACH ON THE EXISTING BUFFER AREA. INSTALL PROPOSED BERM(SEE DHY�NO2).PLANT T GqR 4, wo/F OF WORK',KYS.BUILDING CODE AND INFORMATION PROVIDED ON Ow No3 BEACH. THE 5TONE5 AND BANK WILL AGAIN BE SHAPED,GRADED AREA AND BERM H/NATIVE VEGETATION. RIBA DORSO,REGINA DEMOLITION 51 TE PLAN 2 ALL HARDWARE SHALL BE GA VANIZED,a O.N. AND FILLED A5 NEEDED TO ENSURE A STABLE ARMOR STONE WALL. LCOR50 t MONICA COR5O 3.NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR F.L15E APPROX. 1350 CU.YDS.OF SANDY FILL(BEACFNP H COMPATIBLE O VALANT SEADEMAND OF PRD5E0 BULKHEAD -, - 771 4.SEE DEMOLITION AND LOMPAL HEA(DNC No.2)NOTES PRIOR TO OOMMENLEMENT OF GRAIN SIZE) OBTAINED FROM AN APPROVED UPLAND SOURCE TO GONG. WORK COVER ARMOR STONE PER SECTION 'A',0145 '6 No.2. MON. A III"�1� 20 10 O 20 40 60 5.THERE ARE NO VEGETATED TIDAL VEMAND5 ON THE SITE. • r Q IN \ X SpI.R I✓/ EV GRAPHIC 5CALE I" = 20'-0" SITE PLAN BASED ON ORIGINAL SURVEY BY: v FX UTI ' ATE LE NATHAN TAFT CORWIN,LAND SURVEYOR EX ELEL�' 4 MAY 2 8 2013 1586 MAIN ROAD MTR 11 JAMESPORT, NY 11947 Ex.Gvr o X. •'' lNGR� SURVEYED. JUNE 25,2003 WIRE a FMR PO�'7NO r'Fy "'Ir" Tele s SOUND 8 LAST UPOATEDr JAN. 18, 2013 EX OTIC LONG ISLAND A DATUM: NAVO 1929 POLE ePn ALL FILL USED SEAWARD OF T.O. yY M 5 Elio TIE LINE ALONG `z J I — ' ' Ex.FLEC fX Lc FFN BLUFF MUST BE CLEAN AND OF APPARENT H16H WATER MARK SPRING HIGH WATER MARK APPLIGANT/OWdER. Q EX.PROPANE MTR� BEACH COMPATIBLE GRAIN SIZE o , u E ON JANUARY 16,2013 _ ' ' ON JANUARY 16,2013 KAUFMAN PROPERTY TANK vALvIE Ex PL PAD I POOL Ea11P) TO EXISTING SAND FOUND ON SITE je 206 bq 2O _ , , • • -- ' FILL AND PLANT OVER PROP05ED PLAY AND MUST BE PURCHASED FROM AN GONG V m _ REVETMENT STONES, SEE DWG No.2 Z Nlo/F ONELL1N6 . ' ' _ • ' PROP. ±210' L(5 STONE REVETMENT FOR REQUIREMENTS 14 ■ DIANE s^t1rH WELL t © APPROVED UPLAND STTE. � A-I BOTTOM OF BLUFF INGLUDING 318' LG WESTERLY RETURN, _� 1� \n- E wD 511 K01Ap cE55POOL OVER Iso' \N�sty-FE r JANUARY I8, 2013 FOR ELEVATION SEE SECTION 'A', BOl70M OF BLUFF ,q LNP 3ye2io W — DW6. No.2 n1Q JANUARY 18, 2013 11 1 5 _ e+SFX- VOlt - _ •�.._..1..�• O ZONE VE T7'�N'L " J' •_ 6 E%UTIL (EL I6)�, _ _ _ _ _ _ _ _ _ _ _," -" _ •-�-' 'I' "��_ ,- _ b PROP, BEACH AGGE555TAIR: POLE (� ZONE X� 4 — �24 - T_-CJI J�,'-4_l S_ _l:-J �J r=ri" - _ _ �, r , t5o' LONG WOOD BEACH ACCE55 STAIR, d �� r \ '- ',. .'- -.-�c= ,c`r_ r .�c�. z '!I•_�' `c= INCLUSIVE OF ENTRY STEPS, (1) ENTRY PLATFORM a XZLL _ . . •e• _ •TM-, J� - . ' ' - = .= - - - - W/BENCH,0) LANDINGS -(U W/BENCH %r- -s rC_ "---, :`r i _ . i" 20 AND 4' WIDE x 114 LG BEACH STAIR. SEE DWG No3 FOR INFORMATION �l .. 0" VA Q 12 m Jif�� `.... _ - ,9T ,, .-�•. . - � / 7H ® �`� ,� FND 1�T',g Q = FD i ' L 37 PROPOSED TERRACING,SEE ONO,Not LO MOS h t0 15 FOR INSTALLATION REQUIRFIMENTS GFEris_` , lM: WASHED our AREA %fir %': AND BOXED NOTE FOR QTT5 MI5 DWG) � rm�� ', . /y Imo, O p ao - Ex UTIL 0 lh LEGEND: 0 O. g2 ° ,' , LL x 5 n 0 % PROPERTY LINE ., 00, 5 652 6510 MOREQI LLc"`,, OBJECT TO BE REMOVED — —— —— —— ——— — OLE }' - . 5b56 /0 % TMTW / ;;' �.� vnchNT EX15TINO BUILDING �f 41) • �+••-�"• RET �' ''-`.• ' 7ORr - �;/ ��' EXISTING CONTOUR ENGINEER: .. 52 TOpLLOF BLUFF s LL '. ..• 3 J.. ` • . . ` . •E.+Q J .NON TURF'6J/FF.ER,TD •N. Z/ � '• PROPOSED o 0 0 0 0 _O OF NEW Y • N-TURFRt-0R�M_ ANT' z` ••. r'. : `o STONE • EX1S LOQ.• ':.•,"': � ' ' --.-. EDGE OF N� E WD S1TEP5 'r�'- - F PNS �y T BOT(O,p"F • �' OLE .,, REVETMENT --c—��-3.<<��L.•!i- c,C. ..;�t� Q F` JLI — COASTAL EROSION HA RD .,pp{ N' p _� — —PRpp 3y4x1270'LG BERM (5EE DW6 NO2)� \, LINE A5 5CALED FROM S" U S COASTAL EROSION HAZAR \ r EXISTING SPOT ELEV. x 6.0 • % J \ 5 AREA MAP PHOTO No. FM 1 O `$� 58-459-83 SHEET 5 OF 4q � r PHOTO KEY ( >. 1 20FO o7 493 ��G RE-VEGETATE PROP. 15' WIDE 11 c 0 3 1(Se '(' 'Fir, NOTES, c�� Aq SIONP Ch 1 LANDSCAPE BUFFER(AND BERT WITH PROPOSED RE-VEGETATION, O9'r ` ckXr I.TH15 PROPERTY I5 54044 AS LOT 3 ON SUBDIVISION MAP MADE FOR UTILITY POLE V TIVE VEGETATION. SEE PLANTING SEE DWS Not FOR REQMT5 AND BOXED ��` , '� `k PETER KALAMARA5 LW JEFFREY R, P.E. EDULE, DWG NO.2 NOTE FOR QUANTITIES,THIS DW6 "� � 9f 2.FLOOD ZONE INFORMATION TAKEN FROM, FLOOD IN5URANGE RATE MAP TBR = TO BE REMOVED xT. No.3610300142 H ZONE VE, COASTAL FLOOD WITH VELOCITY HAZARD N PROPOSED 1770 i6 LANDSCAPE �' ♦�' (WAVE ACTION),BASE FLOOD ELEVATIONS DETERMINED ZONE X, AREAS w r� WO/F r/ 0 DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. at = ELEVATION Z 0 O \ BERM, INSTALLED TO INHIBIT STORM STEVEN ZUHHOOSK�I E%15TIN6 ELEVATIONS ARE SHOWN THUS, _° m WATER RUNOFF ON BLUFF FADE,FOR a-Y10 3.ELEVATIONS ARE REFERENCED TO N6VD,HI DATUM (Sy Q INFORMATION SEE DWG. N0.2 X FND 5RKN'W"1- u r I P.,f 8 Nf a r Fit \ EXISTING CONTOUR LINES ARE SHOWN THUS, 5 hr a x U \ � , }#TTRM 1 56 \ Sq @ ONS.MON V a J I( Ik�IP it�'k54 Fii1 �5� �+ t) , ~ Z 0 @ " � M�,l�iG�SW4 „tr 1 �, 4 ��^ �� . t I� r4�I�ft�laal� ,1 I'' 1L W Z 1 i ' e III4r' p UU AI 15' , Zx , T+ 'A4,ai)'i�, V2 G 'aor` s ro $ r H ISaurr r v HN4 ,�T�Pi , 3 } Q 51 TE PLAN you t a' � ! ' „ ,I w �� , , , C m o W 9`� M! H, tN > I,f r r 1 ' W Q Z d” „- . �.�1`� :U:A il>H ,�+ 1 al�Wk{ "H V N < 1/ Tlf 60 30 O 60 120 �, TO" c� yts fb yT ib O () ( D_ EX 'A GRAPHIC 5CALE I" = 60'-O" �� uUop '+,� yir'; - V ('O o Q 57fPj O a Q \(4 ��'�wuL I>boDNtLL elj%;_��r {� '"wo m'v $ K 19m 127' m, OVER 1 .? % ., W Q PROPOSED SHORE `' oAry 0�� p; z O PORCH 02:RESTORATION PLAN FOR: z — m ' . ROOF OVER SITUATE AT: \�� '° LL Q (3 j OREGON, NEAR (UTGH06UE,NY � s C) z X t= APPROVED BY ' � EX1er TOM OF 5OUTHOLIJ fib, _ o p 80ARD OF TRUSTEES H�F F t CAGE q y wwwAgneinyGi.com xTw LKo, loo a3 oNEWz TRK �' K A p �i ? m O L -8'6.73 '� + 5f N�W YO�(QTY or ZONING DISTRICT, WA 0 N h TOWN'60 SOUT�IOLD c FL 5768 ®�1N (/�/ /1 IA\ I L &LONG W (f or then stattees) USE. RESIDENTIAL ^` N Cn 0 0 ��] FEMA FLOOD ZONE, WA AN ESTIMATED 150 CU.YDS OF 5AND/LOAM 15 X \\ O CV z SLI m VI v V 800-212-4450 811 51TE DATA, EXI5TING: PROPOSED: REQUIIRED FOR THE PURPOSE of BUILDING THE a (p r �FOVER oS. PROPOSED BERM AT THE TOP OF THE BUJFF. LOGATI ON MAP: 0 Z p Q 1+bro O� AREA OF SITE: (73,15 AC) N4 NOT TO 56ALE 04 f SrfP �Wqu � Bylaw,excavators and contractorswoddng In the For safety reasons,homeowners are strongly TERR2AGIN6 AND RE-VEGETATION: a five boroughs of NewYcrk City and Nassau and encouraged to cell as well when planning any UPLAND EX. BLDG AREA: 15 RE GUIRED FOR THE PURPOSE OF STABILIZING , 2 Suftik Counties on Long Island must contact type of digging on their property.Homeowners DWELLING 11590 5.F, N.G. DI5TWRBED 501L AND TO REDUCE EROSION MACHINERY ACCESS FOR STEL BULKHEAD 15 PROPOSED FROM THE l DlgNet,1-800-272.4480 or 811,at least 48 hours can contact us directly at"OD-272-4480 or by NORTH RF OVR PORCH 1401 S.F. N.C. PLANTING ON BLUFF FACE 1 OVR REVETMENT: RESIDENCES EAST 510E OF QWQ_LIN6 PAGE : O EXISTING SEPTIC but no more than 10 working days(excluding calling 811,the national call before you digPPROXIMATE AREA = 112 55 5F weekends and legal holidays)pdorlo beginning number.Forexcavation work completed on WEST RF GVR PORCH 1303 S.F.5NC. 5 5Y5TEM LOCATIONSOUTH RF OVR PORCH 157 S.F. N.G. NOTE: THE AMOUNT OF RE-VEGETATION WILL BE -rany mechanized digging or exravegon work to personal property,itis the contractors H00D DECK AS S.F. NA. LESSENED BY THE AREA OCCUPIED BY PROP05ED PARTIAL 51TE E PLAN ensure underground lines aro marked. responsibility-NOT the homeowners-to contact E5TABLI5HED,STABLE EXISTING VEGETATION FOR INFORMATION R%MDIN6r Excavators and contractors can also submit DlgNet Having utility lines marked prior to PROPOSED STONE REVETMENT,RE-VEGETATION AND TERRACING locate requests online,through ITIC.If you do not digging Is free of charge. LOT COVERAGE CALL.: TERRAGINC,ON BLUFF FACE: currently use ITIC, please WI 1-8017.5247003 TOTAL BLDG AREA /AREA OF 51TE = LOT COVERAGE APPROXIMATE AREA = 18990 S.F. REQ'MTS, SEE ELEVATION 'A',DW6 No.2 for mare Information. 2,452 SQ.FT./322,135 SQ.FT. = 0.007612% PLANTING UPLAND IN BUFFER AND ON BERM, PROP05ED BEACH ACCESS STAIR DESIGN AND CONSTRUCTION REQMTS, 20 10 0 20 40 60 80 LOT COVERAGE = 0.16% 1 APPROXIMATE AREA = )3,983 5F SEE DNS No3 GRAPHIC SCALE I.. 20'-O" of 5r eN.,aew�, � www.alenemyRll.wm GENERAL NOTES: PROPOSED NEW! SHRUB/ Buses or PER LAND5CAPE SCHEDULE P �� Net pFNOWym p I.BEALH ACCESS STAIRS SIWLL BE INSTALLED PER 'BEALH ACCESS&�O �� wamcallell.mm PRUNE 1/8" OF LEAF AREA BUT STAIRS -SLOPE OF WORK',N.Y.S.BUILDING LODE AND INFORMATION (SEE 5HT U, MIN 3'-O" O.G. (for other states) PROVIDED ON DWG N33 RETAIN NATURAL FORM 2.ALL HARDWARE SHALL BE GALVANIZED,LLO.N. L 800-212-4480 I 8I 3.NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING SPRAY WITH WILT-PROOF PROPERTIES OR SEAWARD OF PROP05ED BULKHEAD ACCORDING TO MFGS INSTRUCTIONS 4.SEE DEMOLITION AND COMPACTION(DWG N0.2)NOTES PRIOR TO IF FOLIAGE 15 PRESENT COMMENCEMENT OF WORK, By law,excavators and contractors working in the For safety reasons,homeowners ere strongly 5.THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. GROUND LINE TO BE SAME AS five boroughs o/New York City and Nassau and encouraged to call as well when planning any AT THE NURSERY Suffolk Counties on Lang Island must contact type of digging on their property. Homeowners DlgNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-0480 or by ESTABLISHED VEGETATION but no more than 11)working days(excluding calling 811,the national cell before you dig OR MEANS OF STABILIZATION weekends and legal holidays)pdor to beginning number.For excavation work completed on any mechanized digging or excavation work to personal property,It Is me contractors Ib" MIN. FOR I? (PLANTED GRASSES OR TERRAGING) PLANTS UP TO 4 ensure underground lines am marked, responsibility-NOT the homeowners-to contact ' Excavators end comictors can also submit DlgNet. Having utility lines marked prior to HIGH, 20" MIN, REMOVE BURLAP FROM TOP locate requests online,through ITIC.If you do not digging Is free of charge. FOR PLANTS OF BALL currently use[TIC, please call 1-8066247803 OVER 4' HIGH PEAT- for more Information. M05WITH TOPSOIL b PEAT- M0555 3:1 RATIO BY VOLUME IN g" TYPICAL SHRUB LAYERS-WATER EACH LAYER UNTIL N66'NARIES TO SEAWARD(FACE OF STONES PLANTING DETAIL SETTLED. DO NOT TAMP N.T.S. 6" FOR PLANTS UP TO 4' HIGH 5" FOR PLANTS OVER 4' HIGH a J EXISTING EDGE OF GRASS TO BE REWORKED WERE EX DHE LIi15' RfX411RED -I a F PL EL 6H 13' o PPAP05ED IS'NON-MRF BIlFFE2 FROM To GULFF � w ,5y{l p m 15'NON-NRF WTE3 SHALL BEI LNFITIM NTN ' LANDWARD 3W x IH BERM INSTALLED PL I BUTS W.V }� N LANDWARD PERIhDEW SEE SITE PLAN MINS N D 3 FOR PROF'YRED BERM RET11105)LOCATION AND r o LENGTH. RE-VEGETATE BUFFER WITH NATIVE w 3 • VEGETATION(SE:PLANTING SCHEDULE Ep`'nNG5OD16RA55 I I / `\/) ) / ((( EXI5TING SHRUBS, RANTMS TO REMAIN 3'MIN PROP BERM I /\ 1 //� /\ C ( TO REMAIN , \ (LAWNS TLF EL.'5BAr„ NON-'ICRP CLFFEW EXISTING BLUFF FADE EL 56.0' GULLIES LANDWARD OF EX. STONE WALL EL.540 SHALL BE FILLED AND GRADED TO THE !/ Ir LEVEL OF ADJACENT BLUFF FACE, I REINFORCE BY TERRAGING AND PLANTING Al APPROPRIATE NATIVE VEGETATION, EL.so D' ` FROP05ED BLUFF FACE �"� m EL 4b.0' J <' \` POP BEACH / a d) GOMPAGTION NOTES, ' TO BE PLANTED r SUB 6RADE EL.461)' 1 ';'i,' i _ l 1� TEDIN W ry GENERAL TERRAGING �„ VVV 'SCHEDULE. a a1. r IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE MUST BE PROPERLY PREPARED. THE e / CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE WITH THESE SPECIFICATIONS,USING THE EL 44A' n `4' NECESSARY MEANS AND MATERIALS TO PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE FOLLOWING USE 2%2x4' LONG GGA TREATED STAKES '- 2x6 SITUATIONS CAN BE FORESEEN, THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CGA PLANKS SECURED TO STAKES (MIN b'-0' OG). ;. EL.420' INSTALL TERRACING, PERPENDICULAR TO44 CONTRACTOR OF THE RE-5PON5IE3 LITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END, DOWNWARD SLOPE. 55CURE 2xb PLANKS TO / x0 W Q TO PROVIDE A SOUND 503 GRADE. "" 2 USING SOIL TEST DATA EL.40A' ADJACENT PLANKS ALONG HORIZONTAL PLANE. � � - X Z II- A.AT ITS OPTION,THE ENGINEER MAY PROVIDE WIL TEST INFORMATION TO THE CONTRACTOR. IF PRO WINS 7aEER iEtRALE RETNNIRIG WALLS O=THAN AT TOE \ p PROVIDED,THE DATA WILL INCLUDE CLASSIFICATION OF THE 501L IN ACCORDANCE WITH THE UNIFIED 501L EL Bgp OF BWFF$FWl BE INSTALL PER EXISTING VEGETATION SHALL REMAIN IN PLACE TIMBER TERRACE RETAINING WALL [0 O CLASSIFICATION SYSTEM(ASTM 1)2467). THE SIGNIFICANCE OF THE DATA HILL BE INTERPRETED BY THE No.l.SEE TSWA�LIN5 MAIAILD�g0NS DIS�TURBB ROOTECRATE BASESHAD.SEFw IW PPLANTIAKEN NOT TN°G55. AND PLANTING DETAIL ENGINEER. B.SOILS DESIGNATED A5 HIGHLY EXPANSIVE(CHI,MHO,AND OH)MAY REQUIRE LINE 5TA13SCALE, NONE ILIZATION EL.36A' r AND/OR SELECTIVE REPLACEMENT WITH SUITABLE 501L5, SUCH SPECIAL TREATMENTS WILL BE DETAILED \ 0 IN THE 51TE BID DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE LONTRACTOR5 BASE BIO. �I L. SOILS DE5IGNATED A5 HIGHLY ORGANIC(OH,OLD,AND PT)MAY REQUIRE SELECTIVE REPLACEMENT EL.34A' �- WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF THIS TREATMENT WILL DOCUMENTS IF THE GOST 15 TO BE INCLUDED IN THE CONTRACTORS BASE 610. EBE DETAILED IN THE SITE L.32A' - P.THE CONTRACTOR SHALL IN5PEGT THE 5U5 GRADE AND NOTIFY THE ENGINEER OF ANY CONDITIONS f(1 REQUIRING SPECIAL CONSIDERATION NOT ADDRE55ED IN THE SITE BID DOLUMENT5. THE EXTRA 605T OF = m EL.300UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT COSTS PROVIDED WITH THE BASE BID. THE 605T OF UNANTICIPATED LIME STABILIZATION OR OTHER 5PEOIAL TREATMENT WILL BE NEGOTIATED. INSTMTE BEACH CRAY TH,BE PLANTED A5 "'Lttaaa t! eJ, NWJ EL.20A' G%%SHALL EE FILLED AND GRAD® ` INSTRUCTED M PLAMiNB SOIL,THIS 01'19 O L EL.28.0' I- SUB GRADE PREPARATION TO THE IEVH.OF AND REI R BLUFF I t FACE. STABILIZE AID REINFORCE BY ffi I, THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE,AND OTHER EL 26.0' TERRACING AND PLANTING W TO BEACH ROSS,WH BE RANTED AS AN ALTERNATE QZ p EL.2bD' UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM THE 51TE AND 915P05EO N'PROFWATE NATNE vEGETAmOH TO BEAUX GRASS, EE FL COIDmONS PLAN BAHT ENGINEER: OF IN ACCORDANCE WITH GOVERNING LAW AND LODES, THE CONTRACTOR 5HALL SHAPE THE SUB GRADE DET ON H15 OA.SEE PLANTIN9 SCIENCE AND 8 EL 14A' DETAIL,THIS DWG �I Q � �• EL.24A' � E w O IN ACCORDANCE WITH THE GRADING PLAN,TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM. b �- IA y 9 THE TOLERANCE OF TH15 ROUGH GRADING SHALL BE WITHIN I/2"HIGH TO I" LOW. DURING THIS ,. OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECAME APPARENT AFTER TRAFFIC EL.220' \ i _ ® • EL.220' �P T' BUTCP '!'* ON EQUIPMENT AND LOADED TRUCKS 5UGH SOFT AREAS SHALL BE REPORTED TO THE --' �J co 9 6 EN INDERFOP T P ANTING SGHEDU E "� � TIc w ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. L �-- 2.MAINTAINING DRY SITE CONDITIONS: PROPOSED GRA%AREA(MIX OF AMMOPHILA BRLVIL16ULATAJ BEACH ORA55 EL 200 '-_ _ F EL 20.0 ♦ 1d Z DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE CONTRACTOR SHALL - ERODED AREAS SHALL BE FILLED APPROX 1350 CU.YD5 OF CLEAN SANDY FILL TO BE PLACED �•' •.'moi OVER REVETIBNT fib"MN COVERAGE DEPH AND PLANTED W K . 2 3 COl.LMNS PER PLAN71N6 HOLE 12'OL MAX. WITH PANIGUM VIRGANM) Aro GR,bED ro T3E LerEL of TIE EL.IBD' � PRY SITE MACHINES SUCH EL. UBO' W (� PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND TO MAINTAIN A D SWITCH GRASS AT 2'-0'OG.,2 CAL CONTAINER. MEASURES 5HALL INCLUDE PIMPING OF FREE SURFACE WATER,MINOR HAND AND/OR MACHINE SHAPING TO NATURAL r BLUFF FACE(ATTAIN BASS,BRAGS ETM NTT6`TAU E"E"". ON A PERIOD F FACILITATE WATER REMOVAL,AND OTHER OPERATIONS To SPEED DRYING. AN12 PROPOSED NORTHERN BAYBERRY BUSH(MYRICA PENSYLVAN GA7 TO BE - f+ NATURAL GRADE PRIOR TO SAIDY7 BASS,THE LENINISM SMALL BE REPLANTED AID IF IJECE55ARY `"{� 73'+9�' 3.NATIVE 501L GOMPAGTIOK PLANTED AT A MINIMUM 3 FOOT ON CENTER. EL.ICA' �''; PRESCRIBED NTN SAID A)1)f�'V,NTBp IF AND As ,�s I <: GOHE51VE AND COHE51ONLE55 NATIVE SOIL SHALL BE COMPACTED TO g5%AND 100%OF THE OPTIMUM DENSITY, AND/OR PROP05ED BEACH ROSE BUSH(ROSA VIRE)INIANA)TO BE PLANTED AT PRESCRIE✓�BY NYSOFL EL.I6,o' �p_P_ \ 316' i 34' JEFFR 130TLER, P.E. RE5PEGTIVELY,PRIOR TO PLACEMENT OF FILL. A MINIMUM 3 FOOT ON CENTER EL 14.0' 4. FILL SELECTION AND COMPACTION, AND/OR PROPOSED BEACH PLUM BUSH(PRUNU5 MARITIMA)TO BE PLANTED AT A EL l4A' THE M05T G05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED, MINIMUM 3 FOOT ON CENTER �,; TA.PROP.STONE RLYBILBIT Q EL.12.0' PROPOSED TIMBER TERRACE a APPROX EL 02-80 EL. 12A' O -SAND-GRAVEL MIX(1.5 To 3% FINES(OA2 MM AN04 D LBR> IA, (5EE PLANTING DETAIL,THIS DWG) -GRAVELY SOIL(3 TO 6% FINES(0.02 MM AND OBR>b), RETAINING WALLS•TOE OF BH,FP SHALL BE iso L.MN SEE -SANDY SOILS(3 TO 6% FINES<0.02 MM AND GOR> B), EL 10.0' TERRACING MAIL,THo DWG � I PROP.STORE R STOENT EL.IOD' � O < -51Ltt GRAVELY SOILS(6 TO 10% FINES<0.02 MM AND LBR>B), FILL, RE-VEGETATION f4 TON AWDORE,TY IN v .'� (4b-4.15'0 STONE,TYPI -SILTY SANDY 501LS(b TO 15% FINES(OD2 MM AND CBR>B), A 4 -CLAYEY GRAVEL SOILS(OVER 20% FINES<OD2 MM AND LBR>5), AND TERRAGING EL.81)' EL BD' Q Z ty -CLAYEY SANDY SOIL (OVER 20%FINES< OA2 MM AND CER) 5), & PROP.HOT ENCROACH BTr SEQUENCE OF EVENTS NOTES: ON HONGBEACH EL.60' ON E%15TIIYa BEACH I EL.bD' 5. THE ENGINEER RESERVES THE RIGHT TO HAVE 501L TESTS PERFORMED TO CONFIRM THE WITA01LItt OF ANY I. NO RE-VEGETATION OR TERRA(A" INSTALLATION 5HALL OCCUR U TIL � � Q FILL MATERIAL, THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 INCH MAXIMUM ALL CON5TRUCTION 15 COMPLETE MASSPROVIDE FILTER FABRIC SI SHOWN, - ' „ BA. PRO MID PROP.BLLPF m O lZ W LIFTS. EACH LIFT SHALL BE COMPACTED TO 95%OF THE OPTIMUM DEN51tt, COMPACTION 50ALL BE EL.4A' MASE LORE STONE ALL 510Pi. USe •APPROX EL KA' EL.41)' (} ACCOMPLISHED T No LESS THAN OPTIMUM Mq5%O E CONTENT U°To 2% WETTER.OPTIMUM DENSITY AND 2• NO FILL 5HALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF Ua PABRIrr,A Fm L5230 ' � � T' - A EX RIE LINE ALONG 16,201 ' W V =, I Z D/ A(GMIIM 15HE12A NoCONTENTLE55 SHALL BE A5 DETERMINED N ASTM DISST. H RUBBLE TRASH BOULDERS OR FACE' � + •EL.33A'ON,YOU.0,20E rI-, z � (V Q CE OTHER DEBRIS WILL BE Al OWED A5 FILL MATERIAL IN ANY USAGE, 3.SEE PLANTING SCHEDULE,PLANTING DETAIL,TERRACING SCHEDULE, AND PROP.50-100 to CORE STONE(D'TO B' �J IL 6.FOR UNSTABLE SOILS WITH LESS THAN 250 JIA COHESION ANY ULTIMATE BEARING CAPACITY OF LE55 THAN 500 TIMBER TERRACE RETAINING WALL DETAIL, THI5 DWG. RIP RAP)TO BE PLACED ON AND AROUND V 0 p Q PSE, GEOTEXTILE FABRIC SHALL BE INSTALLED IN ALL UTILITY AND PIPING TRENCHES AND TANKHOLE5 TO 4. PROVIDE 1250 CU.YDS OF GLEAN SANDY FILL FROM AN UPLAND SIOURCE FILTER FABRIC TO PREVENT 5LOLWN6 UNDISTURBED N SOIL T,+ AP15TVRBEP REDUCE MIGRATION OF FINE-GRAINED 501E AND SEPARATE DISSIMILAR FILL MATERIALS.THE GEOTEXTILE (BEACH COMPATIBLE GRAIN SIZE) FOR THE R RP05E OF RESTORING SECTION "A" I �°IL ty a° o MATERIAL SHALL OVERLAP ADJACENT GEOTEXTILE MATERIAL BY A MINIMUM OF 12" AS NECESSARY TO COVER BLUFFS SURFACE ELEVATION TO NATURAL GRADE. THE INTENDED AREA GEOTEXTILE FABRIC SHALL BE GTFI30FX,TYPAR 3401,GTF150FX,OR TYPAR 3601 A5 5.GULLIES OR LOW POINTS WITHIN THE AREA OF WOR: SHALL BE FILILED PROFILE OF PROPOSED STONE REVETMENT, ty (3 MARKETED BY EXXON CHEMICAL AT 1-800-54-EXXON AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF FACE (THE ¢ T.BACKFILLING TANKHOLE5,ETC NATURAL sRADE). TERRACING AND RE-VEGETATION BACKFILL FOR ANY EXISTING 7ANKHaLE5 5HALL MEET THE REQUIREMENTS OF THIS SECTION, LIKEWISE,BACKFILL PROPOSED TOE ATONE FOR 6. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE IOARE SCALE, N.T.S. CAPSTONE Q Z J O TT_ FOR OTHER HOLES LEFT 13Y REMOVAL OF SWIMMING POOLS,BASEMENTS,ETC.SHALL COMPLY WITH THI5 SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXISTING PLANVTS. CAPSTONE SECTION ALSO. 7. ANY DEAD VEGETATION 5HALL BE OUT o GRADE AND REMOVED FIROM y LLLL b.BACKFILLING TRENCHES: Q In LL O O BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,GLEAN,FRESHWATER 5AND,FREE OF SILT AND BLUFF FALE. 11--11 (LAY PARTICLES. BACKFILLING SHALL OCCUR IMMEDIATELY AFTER THE LINE OR CONDUIT 15 IN RAGE TO NOTE, LEAVE ROOTS INTACT BELOW GRADE. O �T PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR TO INSTALLATION OF THE LINE OR 60NDUIT,A 4 INCH CUSHION e.ANY UPROOTED TREES, ETC. SHALL BE REMOVED FROM BLUFF FACE. _ V LL OF 5AND SHALL BE PROVIDED. 9.WORK WITHIN DESIGNATED AREA OF WORK,CONTRACTOR TO ATTEND TO O 9.AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED A5 NECESSARY WITH 501L COMPLYING WITH DISTURBED, WASHED OUT AREAS WITH EXTRA CARE. ' r `"� I:� Z O THI5 SEGTION.EXCEPT THE TOP 6 INCHES SHALL BE NATIVE TOPSOIL SUITABLE FOR CRAGS. AREAS REQUIRING 10.APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. GUT SHALL AL50 BE PROVIDED WITH 6 INCHES OF NATIVE TOP501L FOR GRASS. FINISH GRADE FOR THESE II. TO APPLY FILL, 4" Q W AREAS SHALL BE I INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF 4,1 O WORK HORIZONTALLY ACROSS BLUFF FACE,LIMIT THE WORK AREA TERRAGING SCHEDULE1 M UNLE95 OTHERWISE INDICATED ON THE SITE OR GRADING PLAN, TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME, CONTRACTOR O O 10 COMPACTION TESTING: SHALL APPLY FILL IN 12' LIFTS, TAMP BETWEEN LIF'T5. TERRACE SLOPE ACGOROING TO vH BELOW THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM(1)A STANDARD PROCTOR TEST 12.ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA (ASTM M551)ON THE FILL MATERIAL (OR NATIVE 601L PROCTOR TEST(ASTM P1551) ON THE FILL MATERIAL(OR PLANT PROPOSED VEGETATION AND INSTALL TERRAGING BEFORE SLOPES OF 0 NATIVE 5011. IF NO FILL 15 )5ED)AT LEAST 12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. TERRACING TO BE INSTALLED AT SLOPES OF 1:2 SLOPES OF 6 PAGE : (2)A IWLEAR DENSITY GAUGE (ASTM D2g22 AND A5TM 1)3017) OR SAND GONE(ASTM PESO TEST AT A 13.CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. 6'O.C.SPACING TERRACING TO BE INSTALLED A'f TERRACING TO B TBE INSTALLED AT MINIMUM OF THREE RANDOMLY 5ELECTED LOCATIONS TO MEASURE THE DEGREE OF COMPACTION OF THE 3'OG.SPADING I'O.C.SPACING /\ SURFACE HE DEG DE IF THE COMPACTION RESULTS FROM THI5 TEST FOR THE FILL OR NATIVE 501E DO NOT MEET OR 1 1 1 1 ' ■ EXCEED THE DEGREE OF LOMPAGTION SPECIFIED IN THI5 SECTION,THE G05T OF TESTING WILL BE DEDUCTED NOTE: `///. FROM THE CONTRACT AMOUNT,AND THE TESTING(2)WILL BE REPEATED, NYSALL PLANTED VEGETATION WILL REQUIRE II THE CONTRACTOR MUTT MOUNT. THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THE STANDARDS OF D GAPPLICATION . THE SG D.H.5, CONTRACTOR 15 RESPONSIBLE FOR ALL INSPECTIONS AND 51GN-OFF OF SAME. 12,CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PIMPED OUT AND CERTIFIED A5 EMPTY PRIOR MONITORING OVER 3 GROWING SEASONS. TO RELOCATION. of 5 BEACH ACCESS STAIRS GENERAL NOTES - www.dlgnetnycll,com SGOPE OF WORK: �N�WyC.� or I. C.ONTRAGTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO �ON Iff wwe.mer state ) STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE LCA,(1) 46T E TRY P SET OF STAIRS WITH N b5' Li'LES ENTRY V I \VI ITV, (for other stela:) PLANS AND MAKE WORK AGREE WITH SAME. 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND STAIR G 4k6' ENTRY PLATFORM W/BENCH,4'Wx38' I G STAIR(I 4'x8' 800-212-44801 811 WILDING CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. LANDING W/BENCH,4'WxHO' LES STAIR,tI 4k4' LANDING,(I) MCH. LES 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EX15TS WHICH DISAGREES WITH STAIR,(U MATERIALS LANDING AND(U AIR IJO' LES STAIR TO BEACH. THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY j711L;410"' ' AIR W A. MATERIALS ST IN USED (STAIR UANJ: By law,excavators and contractors working in the For safety reasons,homeowners am strongly THE ENGINEER SHOULD HE FAIL TO FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE CODE trrp) I. 2x12 STRINGERS five boroughs of Now York City and Nassau and encouraged to cell as wall when planning any WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 2. 2x10 TREADS Suffolk Counties an Long island must contact type of digging on their property.Homeowners 4. 6RADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO Iuawe N 4k4'LA3a1N5 3. 2x4 CLEATS DkI "00-272.4.180 or 011,at least 48 hours can contact us directly at 1-800-272.4480 or by EXI5TING SLOPE. H 4. 4x6 TOP Rbut no mom than 10 working days(excluding tailing 811,the national cell before you dig 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM 501L PRESSURE OF 5. 2x6 TOP RAIL weekends end legal holidays)prior to beginning number. Far excavation work completed on 2 TONS PER 50.FT.AND SHALL HAVE A MINIMUM OF 6'-0" OF COV'R,V,O.N. 4'WDEENIRYSTAR (U 4'x6'ENTRY T 1x4 MID RAIL any mechanized digging or excavatlon work to personal property, It is the contractor's 6. DESIGN TIMBER 5TRE55 - DOUGLAS FIR ,NO. 2 GRADE FB = 825 PSI, E = 1,200,000 Nr RAILRK ro c6DE PLATFORM W BENCH B. MATERIALS TO BE 15 TS(PLATFORMS,U.ONJ: ensure underground lines are marked. responillhlllty-NOT the homeownees-lo contact PSI q01 I. 2 x FLOOR JOISTSExcavtors and contractors can also submit DigNaL Having utility linea marked prior to T. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 2. 2RE DECKINGlocate requests online,through ITIC.If you do not digging a free of charge. THE ENGINEER HAS NOT BEEN RETAINED FOR ON 51TE INSPECTIONS AND/OR 2. ALL HARDWARE TO BE GALVANIZED. currently use ITIC,please call 1-8005247603 OBSERVATIONS OF THE CONSTRICTION. pp 3. ALL LUMBER TO BE CGA OR SIMILAR U.ON. formominfomrahon. 8. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE 4. SEE FILL, RE-VEGETATION AND TERRACING SEQUENCE OF EVENTS 'TECO CONNEGTORS" OR EG UAL AND SHALL BE CAPABLE OF HANDLING LOAD5 84A' '• d7' NOTES(SEE DWG Not) CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH q (2)6x6 CGA PILES a BASE MANIFACTURER5 SPECIFICATIONS AND RECOMMENDATIONS. OF STAIR TO o _ q. STAIRS TO COMPLY WITH MEN YORK STATE W ILDIN6 CODE. IMMEDIATELY TO BE 10. ALL LUMBER SHALL BE GGA NOW. (V 45d67'uWINS �OF SECTION � NYS BU I LD I NC GODE � II ALL P05T AND DEGK HARDWARE SHALL BE HOT DIPPED GALVANIZED, U.ON.. IN para SECTION RR31a G ACCORDANCE WITH ASTM A153, STAIRWAYS 12. TREADS AND PLATFORM SURFACES TO BE WILT WITH UNTREATED WOOD OR SECTION RR314.5.5EGTION RR314.2 TREADS AND RISERS, THE Q z, CAMP05TE MATERIAL. q 6.7- N41STAIR TO BE AGI P MAXIMUM RISER HEIGHT SHALL BE 8-1/4 IN6HE5 (20q MM) AND THE MINIMUM TREAD DEPTH SHALL BEINGHE5 ETIq MNU. THE ER 2 � HEIGHT SHALL BE MEASURED VERTT ICALLY BETWEEN LEADING EDGES G OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEA50RED N 150' HORIZONTALLY BETWEEN THE VERTICAL PLANES IG THE ANGLE TH x x PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE EX DIHELLIIJG w °"� F FL EL.66 T3' TREAD'S LEADING EDGE. THE WALKING SURFACE OF TREADS D LANDINGS OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL SLOPE), THE BEAGH AGGE55 STAIR PLAN GREATEST RISER HEIGHT WITHIN ANY FLIGHTGHT O STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH STAIRS MM) THE SGALE. N.T.S. GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (q.5 MM). SEGTION RR315 HANDRAILS SECTION RR315.1 HANDRAILS. HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INGHE5 AND 38 INCHES (864 MM AND q65 MM), RE5PEOTIVELY, MEASURED VERTICALLY FROM THE NOSING OF EL.SB.O' I I THE TREADS, SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS ALL REGUIREO HANDRAILS SHALL BE CONTINUOUS THE EL.56.0' FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A U m POINT DIRECTLY ABOVE THE TOP RI5ER OF A FLIGHT TO A POINT ty,I g I DIRECTLY ABOVE THE LOWEST R15ER OF THE PLIGHT. ENDS SHALL BE a EL.54.0' JI RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY F- F TERMINALS, HANDRAILS ADJACENT TO A WALL SHALL HAVE A r Nd N SPADE OF NOT LESS THAN 1.5 INGHE5 (313 MM) BETWEEN THE WALL EL.520 3 I I AND THE HANDRAIL, T- EL 500' SECTION RR515,2 HANDRAIL GRIP SIZE ALL REQUIRED HANDRAIL5 m SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRA5PABILITY. EXISTIN6 WOODF�•1 y) EL.45D' RETAINING Nkl. TYPE I. HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE NQ � AN OUTSIDE DIAMETER OF AT LEAST -I/4 INCHES (32 MM) AND NOT z FL0 U- ANP 46AND STEPS � GREATER THAN 2 INGHE5 (51 MM). IF THE HANDRAIL 15 NOT X Z N6 JOISTS, x 6 DECKING GIRGULAR IT SHALL HAVE A PERIMETER DIMENSION OF Ai LEAST 4 E%ISTINOD RETAINING WALL 4'DUDE GORY STAIR (SEE 6I3ZAL NOTE',NO.q AND 10) INCHES (102 MM) AND NOT GREATER THAN b-1/4 INCHES (I60 MM) (� WITH A MAXIMUM GROSS SECTION DIMEN51014 OF 2-I/4 INCHES (51 < EL.440' B YDBEYOND PASTING NO MM) _ rtETAINttl6 WALL SEE'U''%TRCTION DETAIL'FOR ADDITIONAL IWORMATION AND TYPE 11. HANDRAIL5 WITH A PERIMETER GREATER THAN'b-1/4 INCHES EL.42.0' DIMENSIONAL RE6111REMEN15 tTHB DMGI (160 MM) SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON � EL.4OD' I ' \ BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN Ili l=(1 O WITHIN A DISTANGE OF 3/4 INCH (Iq MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT EL 3bD' ��" \' r LEAST 5/I6 INCH (8 MM) WITHIN V8 INCH BELOW THE WIDE51- PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL GONTINUE FOR AT / LEAST 3/8 INCH (10 MM) TO A LEVEL THAT 15 NOT LESS THAN 1-3/4 EL.36A' n INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE 2x10 TREADS,4 CLEATS MINIMUM MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4FW- 4x6 POSTS,2x4 AND 2X4 2x6 TOP RAIL,AND 2x4 MID RAIL INGHE5 (32 EMM)A TO A MAXIMUM OF 2-3/4 INGHE5 (TO M). EDGES EL 340' I I - SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). TREADS AND PLATFORM EL.320' '11 i" �- F N VV yoR, SURFACE$ TO BE WILT WITH /`- UNTREATED WOOD OR EL 30.0' COMPOSITE MATERIAL ) 2x6 J0ET5,V4 x 6 DECKING 4 AYPICA. PLAVORM5,VDNJ a w EL.2bD' RE-vEdETATE DISTURBED AREAS - EL.260 AT CONCL11510N OF STAIR CONST, /-'j{{1 "n © S' 0 49 t0 (SALV. HURRICANE SEE PLAN0115 SG®IA.E. OI I A OF BS\ P" CLIPS TYP. AT ALL EL zaD' _ CONNECTIONS %j �\ i S ) G, _ I • oI BEACH GEL.22D' RAS$ \ S � � �m JE EY T. BUTLER, P.E. PLANT(TYPICAL)5 EL.20.0' ! EL 20.0' Q . n EL.IBA' 2"42" GGA < STRINGER5 - ...•�. I I uJJ. J EL. SO Q %3® 6" O.G. EL.160' x << 1 ul EL. 140 ✓ / S EL. AD F e" HARD OF STONE TD.FAOP.5T0 E REVEm4 Ni LLI TO" t EL.120' 0 LJcm in e APPRDX.EL.a20' x I EL 12D' E"1 p .Z 2"X6" GGA 016" O.G. �� I EL.100' LW O - O W �U 2- 2"X10" AREA,,POST SUPER STORM SANDY-)9 ALL BE STA SOIL IDROSIDN _ �' I rv.]l Z v N N �.Q GGA GIRDER 6RADINB,TERRAGN6,FILLING AND PLANTING AS NOTED IN 1 § EL.SO' W Q C) � CL P05T5 TO EXTEND 6'-0° PARTIAL SITE PIAN,ONE,No.l. SEE DWS Not FOR RESTORATION U v BELOW UNDISTURBED I �, ANDRE-NOWE1.11I REQUIREMENTS e �� "� I I V N n p Q Fl.bD' U (f„f Q �u �,/� Q O 61) r� 1.1.4 SOIL (MIN) ---^I �N�Q -4"Xb" GGA EL.4O' EX TIE LINE ALONG AHYI.M. z I•I-1 z 0 C) ~ P05T5 (TYP) SEVERE SOIL EROSION AREA(POST SUPER STORM AP 4 OX 5HH.M. = Fl.3.4' a TEL 30'ON JAN 16,2013 C 'SANDY')A5 NOTED IN PARTIAL SITE PLAN,DN5 Ns.l 0 U FILL W CLEAN SNIDE FILL OBTAINED FROM C y z m SEE FILL, ON O AV C S IENiOM5,THIS 13 1 L -i UNDISTURBED V V J O I UNDISTURBED 501L SOIL L Q Q N m O I I I I I I u O LL- SECTION SECTION 'B' 0 0 NOR 11FCPNIATI V IREVETH NT Q p„I N m W LJ PROPOSED BEACH STAIR PROFILE PROPOS ED STORES N2.2 TSB Eenon'A'ON Dwes as } p SCALE: N.TS. z O O Q GON5TRUGTION DETAIL L � NOT TO SCALE PA(5 I I I I LJ 3 I I I of 5 LONG ISLAND SOUND 206.69' wasp MULKHEAn N 85'29'20" E _ __ x, ,C, e SURVEY OF PROPERTY -------- TIE DNE I=MPNI, Ww S IN s SITUATE WCH WATER ON JWIMIW iE Ra1d 0�� 9rNR91N.,xxEPNR 4s. .ems OREGON, NEAR CUTCHOGUE ZONE VE L_1D - eani FFBwC' ----- -- RWnroMaT ti ,— � MN,,,R,_I.. ,a„ __ _ 240• TOWN OF SOUTHOLD 1224-_ _ SS_ - 2F __ _- __ - 34050 SUFFOLK COUNTY, --44 NEW YORK 3 --=-=====-=== =_A S. C . TAX No. 1000-83 -02 -7.3 _ SCALE 1 "=50' 48- - --- n 1 1111 ma 1 \ LI \ - �COO. AL EROSION HAZARD LINE AS SCALED iNON JUNE 25 2003 -} TI •\ off HA'A.RD Aa • , O --'----- t--'--""-- ' \\ \ 1 1 1 Y(11\\\ MLO Se-459-93 SHEET 5 OF 49 FEBRUARY 17, 2006 UPDATE SURVEY 3: ADDED TOPO JULY 25, 2008 SrAKE^ 1\\ \\�� PROPOSED TENNIS JUNE 21, 2011 UPDATE SURVEY ALONG EASTPROPERTY LINE & BOTTOM OF BLUFF JANUARY 18, 2013 UPDATE SURVEY ALONG BEACH 56-- 4,0,w G z --- sr q ey�qCS& TOTAL LOT AREA = 322,135 sq, ft. ESD \ j1 \\ o 'Ps (TO TIE LINE) 7.395 ac. ti / Rz>• � r \ \ \ \ h 0a 'losupE N000.a E Q E V 2 +a¢•4 R.¢¢�x,TEeIR �/'A/" � i `\`ew � IIYIIIF�IIII} LS MAY 2 8 2013 re• a Q i ..� Soul qVNhall Town ra• 'i oar o fr stee q fol ra ru• � n, W , / NOTES: Ag �' 1. THIS PROPERTY IS SHOWN AS LOT 3 ON SUBDIVISION MAP MADE FOR PETER KALAM eWE • w ARAS 2. FLOOD ZONE INFORMATION TAKEN FROM: o '. M1;, �e w�ypa � °!H og FLOOD INSURANCE RATE MAP No. 3610300142 H m +% ++ \ °'(E,,,N ojp';.,:�"'';5'. ` ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); 6 JO BASE FLOOD ELEVATIONS DETERMINED o i cn'AW ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 3 14' ' A \ EXISTING ELEVATIONS ARE SHOWN THUS: sp AaO ......... ............. ..... .,. a � • ' 'q6 CJ""�`.°�""IONL EXISTING CONTOUR LINES ARE SHOWN THUS: ---- ----- --------- zy \ ry PoE / CERTIFIED T0: SCOTT KAUFFMAN \\ BANK OF SMITHTOWN �P FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK • gyp, re. ,_,,,�. 5 61,3y'S a � •:i IZ �f W / d / ! :. psa 4� . . '..�1 ,. �� • ,��s°y PREPARED IN COR CE WITH THE MINIMUM J " 5 STANDARDS FOR TIRE SURVEYS A9 ESTABUSHED 191 - BY THE LIALS. AND APPRDJEp AND ADOPTED MR s \� TIRE SASSOCIATION THE NEW YORK STATE LAND E OF NE Y m '�.• 9 �j F 0 O•P d�4p 2Y z LSU. � No. 50467 o� �0 G \ \Nf UNAUTHORIZED ALTERATION OR MOTION H91 �O \OA 9ECTON 7209 OFSTHEW EWnYORK STATE Nathan Ta t Corwin III as \ Oa ¢D �O EDUCATION LAW. A*g!\ 1Pryry ^A'�O OY' �T\'� COPIES OF THIS SURVEY MAP NOT BEARING THE SEAL OR EMBOLSSED SEA. SHAUL D SURVEYOR'SINKED NOTT BE CONSIDERED Land Surveyor 777 TO BE A VAUD TRUE CO". CERTIFlGTONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. LS. IS PREPARED. AND ON HIS BEHALF TO THE Joseph A. In TITLE COMPANY, GOVERNMENTAL AGENCY AND P 9e9no L.S. To LEND EG AINSIGNEESO OF nE HEREON. AND-ANNerD- Title Surveys - Subdivisions - Site Plans - Construction Layout TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE, PHONE727-2090 631 ( ) Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS ANO/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box i6 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947