The URL can be used to link to this page

Home My WebLink AboutTR-9292 Glenn Goldsmith,President Town Hall Annex A. Nicholas Krupski,Vice President 1� �„� �, t 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III � Southold,New York 11971 9d� Michael J. Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 17, 2021 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: CUTCHOGUE 6213, LLC c/o STEPHANIE GUILPIN 6213 OREGON ROAD, CUTCHOGUE SCTM# 1000-82-2-3.1 Dear Mr. Herrmann:. The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 16, 2021: RESOLVED that the Southold Town Board of Trustees grants the Last One (1) Year Extension to Wetland Permit#9292 and Coastal Erosion Permit#9292C as issued on August 15, 2018. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG:dd If F01 Glenn Goldsmi resident Town Hall Annex A. Nicholas Kru"pski, Vice-President ,: ��,, 54375 Route 25 John M. Bredemeyer, III o '` P.O. Box 1179 Michael J. Domino o Southold, NY 11971 Greg Williams y,� Telephone (631) 765-1892 Fax (631) 765-6641 P BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: caA-A I Completed in field by: En-Consultants on behalf of CUTCHOGUE 6213, LLC c/o STEPHANIE GUILPIN requests the Last One (1) Year Extension to Wetland Permit #9292 and Coastal Erosion Permit#9292C as issued on August 15, 2018. Located: 6213 Oregon Road, Cutchogue. SCTM#: 1000-82-2-3.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 V' Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: OX {9 Iuvc 6rvl l y&r Zx44p/ I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith U�N. Krupski G. Williams Other EN-CONSULTANTS May 27,2021 PERMIT EXTENSION REOUFST Town of Southold Board of Trustees Post Office Box 1179 �n Southold,New York 11971 FILLY E U E Re: Cutchogue 6213, LLCjn' ® 4 2021 6213 Oregon Road,Cutchogue SCTM#1000-82-2-3.1 Permit#9292&9292C PSouthold Town oard of Trustees Dear Board of Trustees: The above referenced permit is due to expire August 15,2021. As the approved work has not been completed,please accept this letter as the second request for a one year extension. The permit fee of$100.00 is attached. Thank you in advance for your attention to this matter. Yo truly, Robert E. emnann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting Glenn Goldsmith,President hof so Town Hall Annex Michael J.Domino,,Vice-President ,`O� �� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams '� �� Fax(631) 765-6641 �yCoum,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 20, 2020 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: CUTCHO.GUE 6213, LLC c/o STEPHANIE GUILPIN 6213 OREGON ROAD, CUTCHOGUE _ SCTM# 1000-82-2-3.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees-at their Regular Meeting held on-Wednesday, August 19,2020:- - RESOLVED that the Southold Town Board of Trustees grants a'One (1) Year . Extension to Wetland Permit#9292 and Coastal Erosion Permit#9292C as'issued on August 15, 20118. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this_office. Sirwerely, ; Glenn Goldsmith President, Board of Trustees GG:dd Michael J. Domino, President 'Ile ocea Town Hall Annex John M. Bredemeyer, III, Vice-President 54375 Route 25 Glenn Goldsmith y z P.O. Box 1179 A Nicholas Krupski y • �� Southold, NY 11971 Greg Williams ol ,� dao Telephone (631) 765-1892 Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/ constructed Project complete, compliance inspection; 1 p 10 :s Al :' 7a- " •y •.". '•ti •w Ws BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9292& 9292C DATE: AUGUST 154018 • ISSUED TO: CUTCHOGUE 6213,LLC c/o STEPHANIE GUILPIN PROPERTY ADDRESS: 6213 OREGON ROAD,CUTCHOGUE IV SCTM# 1000-82-2-3.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 15,2018 and in consideration of application fee in the sum of$500.00 paid by Cutchogue 6213,LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct along eroding toe of bluff approximately 165 linear feet of stone revetment(to be tied into proposed revetment to east),including a westerly 10' angled return, consisting of approximately 3 to 5-ton stone placed over 50 to 100-1b core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand re-nourishment(including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; and establish a 4' x +/-641 wood chip path to bluff crest through the 50'wide non-disturbance buffer;with the condition that access will be via Long Island Sound or through the end of Duck Pond Road; and as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C., received on June 15, 2018 and stamped approved on August 15,2018. 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. Q! OFF0 Nil co TERMS AND CONDITIONS The Permittee Cutchogue 6213, LLC c/o Stephanie Guilpin,residing at 6213 Oregon Road, Cutchogue, New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. O� (/r�ol Michael J.Domino,President SUTown Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �pQ Telephone(631) 765-1892 Greg Williams ly`,ou Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #9292C Applicant/Agent: En-Consultants Permittee: Cutchogue 6213, LLC c/o Stephanie Guilpin SCTM#: 1000-82-2-3.1 Project Location: 6213 Oregon Road, Cutchogue Date of Resolution/Issuance: August 15, 2018 Date of Expiration: August 15, 2020 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To construct along eroding toe of bluff approximately 165 linear feet of stone revetment(to be tied into proposed revetment to east), including a westerly 10' angled return, consisting of approximately 3 to 5-ton stone placed over 50 to 100-lb core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand re- nourishment(including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings; and establish a 4'x+/-64'wood chip path to bluff crest through the 50' wide non-disturbance buffer; with the condition that access will be via Long Island Sound or through the end of Duck Pond Road; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., received on June 15, 2018 and stamped approved on August 15, 2018. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None. 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: Michael J. Domino, resident Board of Trustees OS�UjyO Michael J.Domino,President SS' . Town Hall Annex John M.Bredemeyer III,Vice-President O 54375 Route 25 Glenn GoldsmithP.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski �pQ Telephone (631) 765-1892 Greg WilliamsO1�I,0U Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 15, 2018 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: CUTCHOGUE 6213, LLC c/o STEPHANIE GUILPIN, MANAGING MEMBER 6213 OREGON ROAD, CUTCHOGUE SCTM# 1000-82-2-3.1 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 15, 2018 regarding the above matter: WHEREAS, En-Consultants on behalf of CUTCHOGUE 6213, LLC c/o STEPHANIE GUILPIN, MANAGING MEMBER 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 June 15, 2018, 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 August 15, 2018, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 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 CUTCHOGUE 6213, LLC c/o STEPHANIE GUILPIN, MANAGING MEMBER to construct along eroding toe of bluff approximately 165 linear feet of stone revetment (to be tied into proposed revetment to east), including a westerly 10' angled return, consisting of approximately 3 to 5-ton stone placed over 50 to 100-lb core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand re-nourishment (including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; and establish a 4' x +/-64' wood chip path to bluff crest through the 50' wide non-disturbance buffer; with the condition that access will be via Long Island Sound or through the end of Duck Pond Road; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., received on June 15, 2018 and stamped approved on August 15, 2018. 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: None Very truly yours, Michael J. Domino President, Board of Trustees Michael J.Domino,President ®f S �® Town Hall Annex John M.Bredemeyer III,Vice-President 54375�® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas ICrupski a� Telephone(631) 765-1892 Greg Williams �COU 9� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-16 OF THE SOUTHOLD TOWN CODE I (We) CUTCHOGUE 6213 LLC c/o STEPHANIE GUILPIN, MANAGING MEMBER The owners of record of property at: 6213 OREGON ROAD, CUTCHOGUE SCTM#: 1000-82-2-3.1 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: construct along eroding toe of bluff approximately 165 linear feet of stone revetment(to be tied into proposed revetment to east), including a westerly 10' angled return, consisting of approximately 3 to 5-ton stone placed over 50 to 100-Ib core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand re-nourishment(including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings; as shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees.We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource features. - cV�'eaf Notarized sigre oowner f recor S orn to efore me this /fday fes. I CORY E PARNES FNy Public -State of New York NO 01PA6336617 I C ualified in Kings County mmission Expires Feb 8, 2020 T i 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. sgaF01,��, Michael J. Domino, aident ,� KGs Town Hall Annex John M. Bredemeyer, III, Vice-President y 2-- 54375 Route 25 Glenn Goldsmith "' P.O. Box 1179 A Nicholas Krupski ��► oo�� Southold, NY 11971 Greg Williams 1 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: CJ 1 uFOCsc16 l0 2+ 94 U-C- �O Ed— COAI5VVW,.5 Please be advised that your application dated ✓A!S 15- 201g has been reviewed by this Board at the regular meeting of �� 20l$ and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) '/z Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ � BY: Michael J. Domino, President Board of Trustees Michael J.Domino,President Vv�OF SUUTy� Town Hall Annex John M.Bredemeyer III,Vice-President h0 l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski aQ Telephone(631) 765-1892 Greg Williams <yCUUNTYFax(631) 765-6641 ,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 16, 2018 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: ENVIRONMENTAL DECLARATION OF SIGNIFICANCE PURSUANT TO NEW YORK STATE ENVIRONMENTAL QUALITY REVIEW ACT NYCCR PART 617 CUTCHOGUE 6213, LLC, c/o STEPHANIE GUILPIN, MANAGING MEMBER 6213 OREGON ROAD, CUTCHOGUE SCTM# 1000-82-2-3.1 Dear Mr. Herrmann: The Southold Town Board of Trustees adopted the following Resolution at a meeting held on Wednesday, August 15, 2018: DESCRIPTION OF ACTION: En-Consultants on behalf of CUTCHOGUE 6213, LLC, c/o STEPHANIE GUILPIN, MANAGING MEMBER requests a Wetland Permit and a Coastal Erosion Permit to construct along eroding toe of bluff approximately 165 linear feet of stone revetment (to be tied into proposed revetment to east), including a westerly 10' angled return, consisting of approximately 3 to 5-ton stone placed over 50 to 100-lb core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand re-nourishment (including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; and establish a 4' x +/-64' wood chip path to bluff crest through the 50' wide non-disturbance buffer. Located: 6213 Oregon Road, Cutchogue. SCTM# 1000-82-2-3.1 S.E.Q.R.A. NEGATIVE DECLARATION OF ENVIRONMENTAL SIGNIFICANCE: WHEREAS, on August 13, 2018 the Southold Town Board of Trustees found the application of CUTCHOGUE 6213, LLC, c/o STEPHANIE GUILPIN, MANAGING MEMBER to be an Unlisted Action Negative Decision pursuant to SEQRA Rules and Regulations. A Short Environmental Assessment Form and a field inspection have been completed by the Board of Trustees; and it is hereby determined that it will not have a,significant effect on the environment, and; WHEREAS, the Southold Trustees are familiar with this project having visited the site on August 7, 2018 and having considered Jeffrey T. Butler, P.E., P.C. plans for this project last dated June 8, 2018 showing the proposed revetment, terracing and bluff stabilization, and; WHEREAS, in reviewing the project plans dated June 8, 2018, it has been determined by the Southold Town Board of Trustees that all potentially significant environmental concerns have been addressed as noted herein: • No existing rocks or boulders are to be utilized, moved, or relocated on the beach. • Access to the site for construction will be by barge. • Vegetative, non-structural measures are not capable of stabilizing the erosion of the bluff alone. • Protection of the toe of bluff using hardened structures including rock revetments is necessary. • As time progresses, continued soil loss at the toe of the bluff may lead to complete loss of bluff stability. • A site inspection by the Southold Town Planning Board recognized severe erosion on this property and requested a bluff stabilization/erosion control plan. THEREFORE, on account of the foregoing, the Southold Town Board of Trustees Approve and Authorize the preparation of a Notice of Negative Declaration pursuant to SEQRA for the aforementioned project. If you have any questions regarding the above, please contact this office. Very truly yours, Michael J. Domino, President Board of Trustees SURVEY OF SLOTS 1 , 2 , 3 & 4 MAP OF OREGON ]LANDING II FILE No. 11457 FILED OCTOBER 30, 2006 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-82-02-3. 1 S.C. TAX No. 1000-82-02-3.2 S.C. TAX No. 1000-82-02-3.3 S.C. TAX No. 1000-82-02-3.4 SCALE 1 "=40' OCTOBER 25, 2010 JUNE 23, 2011 ADDED ADDITIONAL TOPOGRAPHY JANUARY 5, 2012 MARKOUT CLEARING LIMITS & 100' BLUFF SETBACK FEBRUARY 8, 2012 STAKE HOUSE FOUNDATIONS & WELLS ry MARCH 14, 2012 FOUNDATION LOCATION EAST BUILDING ��Gry°,° �� MAY 18, 2012 STAKE GARAGE & FOUNDATION LOCATION WEST BUILDING ��` �.�/ /�`co OCTOBER 19, 2013 TOPO OF BLUFF ac�00rI12vM DECEMBER 4, 2013 FINAL SURVEY ON LOTS 1 & 2 MARCH 7, 2014 REVISED GARAGE ' %%�� j► j/tiro APRIL 13, 2014 STAKE PROP. STAIRS AND PARKING AREA OCTOBER 8, 2015 ADD EASEMENT JANUARY 28, 2016 REVISE NOTES e :J DECEMBER 16, 2017 REVISE NOTES o \1 % i34 �6, AREA DATA AREA DATA FOR LOT 2 / �.:: ...� / \SS LOT 1 82,061 sq. ft. 816 sq. ft. 187 TOTAL AREA ' 1000-82-02-3.1 1.884 ac. 4.312 ac. i/ `✓� //�'/i \1 I 1 IJ\ \ \// / / /^A� LOT 2 / ,: / r I / A 187 816 s ft. RIGHTS OF WAYS 112,904 s 1000-82-02-3.2 4.312 ac. AREA 2.592 aft. c, \\\�\\\� \\ % 1 1 1 LOT 3 51,485 sq. ft. AREA LESS 74,912 sq. ft. l I I I \A 1000-82-02-3.3 1.182ac. RIGHTS OF WAYS 1.720 ac. SO LOT 4 54,007 sq. ft. 0 / // j ji' i'i /' .... �yb FLA \\ /iii // �� \ i \::: 't! •:5 \ �� \\ \ S /i/i/i// �� 1000-82-02-3.4 1.240 ac. TP 375,369 sq. ft. BEACH ACCESS / /%/ / //� - \ 1 \ 8.618 cc. EASEMENT � /� �,• ' 7y / // / �� 0;pF /ice//� iii /i /%/ i'�// / / /-/ I Cr) I ' /III / / / / //\ / /• I NOTES: 1. ELEVATIONS ARE REFERENCED TO NGVD 1929 DATUM \Or- EXISTING ELEVATIONS ARE SHOWN THUS: tio.o EXISTING CONTOUR LINES ARE SHOWN THUS: ---58---- \ u Ft \ X56_ 12 G 1_ LUFLAG �'/ \ / \\ .P� ':.'::':.'.:':.i{�? :::: : ::t:.:...:.....:. :. :........ -t_ � \i \ tS 9/. ::i.i::::. .:. WP ..... G_58 4 i% BLUE`F / �!� COURSES AND DISTANCES FOR _ �' / �\J� SEPTIC SYSTEM & WELL BEACH ACCESS EASEMENT ��D�G�Oij //' a \��` h� Q� \ ^•\ x ---� Pz ... TIE MEASUREMENTS LOT 2 (AS DESCRIBED IN DEED LIBER 12910 PAGE 826) so.a LOT 2 \'::: :::. ! � F'P HOUSE HOUSE HOUSE x63.5 \ F��' OS CORNER �A CORNER QB CORNER© S 58'03'35" W 10.01' �::. �1- \ \" 1000-82-02-3.2 SEPTIC TANK , v / ° o°°GP \s x COVER 51.0' 48.0' 2❑ N 34.44 10' W 182.57 ? x60.4 % LEACHING POOL ., / x 'j 1k COVER 57.0' 60.5' N 79'44 10 W 45.13 100' /" WOOD ei �•✓� \ '\� Or, '/ \ \ M B J �- 6 � s11:Ps �6% 62.4 WELL 119, 105' ® S 85'25'32" W 60.00' g i ' 0 j \\60 -TYF5 \\ A�j$'' \'\ STON A 0 ©24.7' \ F v4c WALLS \ 46' ONC. P ENi :' .:':. 5❑ N 34'44'10" W 28.30' / ^ .\ j r1 POOL EO \ W-'� o WOOD DE K ,\ ro INGROUND POOL N y / £ �• z \ \ R9 N N 05'06'09" E 82.20' ROOF OVER nB 24.7' �lo i " © HOUSE = F \ / WOOD DECK AA� • � 7❑ N 34.44 10 W 117.28 2 STORY FRAME WOOD D :::::::: T0FOUNDAPON r' 0 \ r2 Q'' �'::. :. . (' Q]cG+4+1'X/ \ ai 1 Yy �JQ ® N 54'53.12.r E 15.00' x 11.5 / \ £ /' oma tO 43.4' "\ ��G Y 31.7 - � r� mo N/ s� \t 9 S 34'44'10" E 115.02' R � � \{'r.rr.' \�. a WOOD W000 DECK VGCN`. a ,\ L�� RELLKWOR � O EPS '' n .a d gf-OVpO Oc m BAO � o lY F -t! 10 S 05.06 09" W 89.99 '`� c• JS '• a. . �4.�:.�.: .c oti� o \c • S 34'44'10" E 18.92' OV cp. e., DG �'\ / '\ S��.E, \G 12 N 85 �� '25'32" E 55.55' S 79'44'10" E 50.47' �y pP Orn S 34.44'10" E 187.27' SEPTIC SYSTEM & WELL TIE MEASUREMENTS LOT 1 oc �on�°° . • • \`\ \' P, HOUSE GARAGE HOUSE \Fo^ •o \ � CORNER EA1 CORNER CORNER cG� Gee A A�c \ 54j // COVER CLEAN OUT 62.5' 29.0' \`\ao ;'tio �� zc \`> �� 37 6)5��56Q /' , S � SEPTIC TANK •OJT ,0 �• COVER 100.0' 27.0' a65 6 LEACHING POOL 115.5' 40.0' LO �"/1 �COVER 1 C-> ), LEACHING POOL COVER128.0 44.0' \\ ' c°� 1 00,0'82-02-3.1 WELL 46.5' 19' •n Sze .0 37e V" V 01' 01 rob' -0 37, OJJ Sze /' \ 0 % LOT 3 \'\ \\ \\ LOT 4 106�-82-02-3.3 \ '1000-82-02-3.4 o i O \ \ .\ 3z \ i DIRT ROAD IX Nlb5 6 o.. p JUNI 1 5 201 ? sr� �0.. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. X Y.S. Lic. No. 50467 s ` UNAUTHORIZED ALTERATION OR ADDITION -- TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: StanleyJ. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND s - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND Title Surveys Y TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 BILL OF MATERIAL: AREA OF DISTURBANCE: SEE PARTIAL SITE PLAN FOR 51TE PLAN BA51ED ON ORIGINAL SURVEY BY: APPLICANT/OWNER: 'ON SITE' FILL ACQUIRED FROM PROPOSED WORK o WORK IN THIS AREA. NATHAN TAFT CORWIN,LAND SURVEYOR GUTCHO6UE 6213 LLG, BEACH AGGE55 EASEMENT 1586 MAIN ROAD CUTCHOCRE 6281 LLC, WANTITIE5 RESERVED FROM: LOT NO.I: ±10 Wll 50.FT. ��' Q ' z ry 40 15' WIDE ® BLIUFF FACE TO JAMESPORT,NY IIg41 GUTGHOGUE 6218 LLC, EXCAVATION FOR REVETMENT® B.O. BLUFF = 1338 GU.YD5 LOT No.2: ±15,512 50.FT. ` ACCOMMODATE WOOD STAIR SURVEYED: OCT. 25,2010 GUTGH06E 6204 LLG, r TOTAL ESTIMATED RESERVED ON SITE FILL = ±338 GU.YDS � 5o LOT #2 LAST UPDATED: DEC. 16,2011 331 WEST 84th STREET p !�'�� BEACH ACCESS EASEMENT AREA LE55 RDA: DATUM: NAVD Ig2q NEW YORK,N.Y. 10024 �o\'r Of NFWYXCIIY 10' WIDE ® WALKING PATH 1432 50.FT. = 1.12 AGRE5 ATTN-. MS.STEPHANIE 6UILPI14 FILL QUANTITIES: &SONG 15l ANn Q TOP OF AREA WITH RDA.: 04 NSE MATERIAL TO BE AGWIRED FROM 'ON 51TE' EXCAVATION FORZ 1tJ - BLUFF 5,3.4. 187,816 50.FT. = 4.312 AGRE5 � �' \ o PROP05ED REVETMENT,5UPPLIMENT WITH FILL PURG4A5ED AND TRUCKED IN LEGEND: 800-212-4480 811 �0 m ^ss844%"E FRO A APPROVED UPLAND 5OURGE. PROPERTY LINE www.dignetnycli.com (J �d /l �� 1 $ 0 I. REQUIRED FILL FOR: or www.call811.com LOT 2 BLUFF RESTORATION = ±214 GU.YD5. BEACH AGGE55 RDA. ----------- (for other states) LOT I BLUFF RESTORATION = ±20q CU.YD5. Uj p 6 ?$.is, \ ��F J OBJECT TO BE REMOVED --------------- By law, excavators and contractors r ], a • TL FILL REQUIRED: 1423 GU.YD5. workingin the five boroughs of New York `� / 0�'� ��F� !ri �� 'Po g (/) �o a��/ ,� �S 51TE LOCATION qo o EXISTING BUILDING City and Nassau and Suffolk Counties on �/ i P o� �'pF �� Q y BLUFF AREA TO BE RE-NOURI5HED Long Island must contact DigNet rw C� F WITH APPROXIMATELY ±423 GU.YD5. OF GLEAN SANDY FILL �� LAND LINES 1-800-272-4480 or 811,at least 48 hours O a0 O TO RESTORE BLUFFS SURFACE ELEVATION. USE RESERVED FILL FOR — . . — . . but no more than 10 working days J $O / �� N 34° S 34° y� o APPROVE P !L' NOTED WATER LINES g Y � °,, 5 3 ?/;� " 50 44%0 ND � INITIAL RE-NOURI5HMENT (1338 CU.YD5). ADDITIONAL FILL WILL BE (excluding weekends and legal holidays) ry �� / 4°�/�� !fir �/ �O BOARD OF USTEES 0 prior beginning an mechanized digging qs ;,� LOT#3 v REQUIRED TO ATTAIN PROPOSED GRADES(APPROXIMATELY ±85 COASTAL EROSION — — — — --- — — — — p g 9 Y 99 9 �0 `� F 4 HAZARD LINE or excavation work to ensure underground 2 4 p/, �p ry TOWN O GU.YDS). PURCHASED FILL MUST BE TRUCKED IN FROM AN APPROVED �� Ex. 9s OUTHOLD lines are marked. Excavators and � � �/ ry o AREA = 51,488 SQ.FT. � � UPLAND SOURCE. TH15 PROP05AL RESERVES THE RIGHT TO AGQUIRE contractors can also submit locate ��/i � � off' � � = 1.182 AGRE5 � o EXI5TIN6 CONTOUR contractors h o MATERIAL FOR TH15 PURPOSE. ALL FILL USED SEAWARD OF TOP OF BLUFF 6 requests online,through ITIC.If you do not GAR. DATE o� d, MUST BE CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING SAND PROP05ED STONE currently use ITIC, please call `� ��o o / B h h/j U5T_ 05 1 N N 4 FOUND ON SITE AND MUST BE PURCHASED FROM AN APPROVED UPLAND SITE. REVETMENT 1-800-524-7603 for more information. STONE QUANTITIES: SHAPED 5TONE 9-� o 0 o For safety reasons,homeowners are LAND BETWEEN THE TOP AND N "� &rV 3 TO 5 TON ARMOR STONE _ ±1,500 TONS BEACH AGGE55 5TEP5 STONE strongly encouraged to call as well when 33°Sg nmj ir BOTTOM OF BLUFF 15 50-100 LB5 GORE STONE = 1454 GU.YDS ABOVE property. Homeowners planning any type of lcaln contacon t us SLOPED GREATER THAN 15% � W Ar °0 A LO #4 FT. NOTE: FILTER FABRIC A5 NEEDED EXISTING SPOT ELEV. x6.0 GRADE directly at 1-800-272-4480 or by calling s�S3' ° - 1.240 AG LOGATI OI`l MAP: 811,the national call before you dig NOT TO SCALE WOOD CHIP QUANTITY: UTILITY POLE �Q� number. For excavation work completed on LOT#1 USE FOR WOOD CHIP PATH TO PROPOSED BEACH ACCESS STAIR. TBR = TO BE REMOVED personal property, it is the contractor's AREA = 82061 50.FT. SEE DETAIL,THIS DW6 responsibility--NOT the homeowner's-to = 1884 AGRE5 xry� NOTE: MACHINERY AGGE55 FOR PROP05ED BEACH ACCESS STAIR CONSTRUCTION 15 LOT No.1 5 GU.YD5. el = ELEVATION contact DigNet. Having utility lines marked _o ° Q PROPOSED FROM DUGK POND ROAD(EXI5TING BEACH ACCESS ROAD) LOT No.2 32 GU.YD5. prior to digging is free of charge. PROPOSED PLANTING AREA: PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING BUT NOT LIMITED TO OVERALL MAP Q' BLUFF STABILIZATION, RENOURISHMENT BEAGH 6RA55 AND 5WITCH 6RA55 APPROXIMATE .�' AND BEACH AGGE55 STAIR PLAN: LOT 2 (BLUFF PLANTING) _ ±q 818 50.FT. ---- - 100 50 O 100 200 300 400 500 OREGON ROAD,GUTCHO6UE I.ELEVATIONS ARE REfREZE�To w.6.Vn.w2q DA LOT I (BLUFF PLANTING) _ ±10.018 50.FT. !U ,�o DA TUM NOTES: TL AREA OF TERRACING REQUIRED: ±14,836 50.FT. � S SITUATE AT: n` Q 34° nH 1170 6RAPHIG 5GALE I" = 100'-011 +� TOWN OF SOUTHOLD EXISTIN6 ELEVATIONS ARE SHOM THIS, 1QQ NOTE: THE AMOUNT OF RE-VEGETATION WILL BE LE55ENED BY THE AREA �m " ' /�/ SUFFOLK COUNTY,NEW YORK EXISTING COMM LINES ARE SHOW ni 5: OGGUPIED BY E5TABL15HED,STABLE EXI5TIN6 VE6ETATION 5.G.T.M.No.: 1000-82-02-3.1 AND 3.2 10 Z / \ U55 RE5I0ENTIAL 2 --- • TERRACING ON BLUFF FACE �N/� o " `� 15 REQUIRED FOR THE PURPOSE OF 5TABILIZING 015TWBED 501L AND TO �� " �N N N 3 a AREA DATA AREA DATA FOR LaT 2 REDUCE ER0510N o 4 4 514 LOT 2 (BLUFF 5TABILIZATION) = 18,220 LIN FT. O g' 1000-82-02-3.1 LOT I 82 1�184act 181,81312 ft. T�• ' LOT I (BLUFF 5TABILIZATION)) _ ±8:732 LIN.FT. �/ �� \ ^� // � TOTAL AREA W TL AREA OF TERRACING REQUIRED: ±16,452 LIN =T. h/ COURSES AND DISTANCES FOR LOT 2 RIGHTS F WA � 187,816 s Ft. O Y5 112,404 s Ft. O 4" \. \ O BEACH AGGE55 EASEMENT 1000-82-02-32 4.512 c. AREA 2542 c.. �/ PROP05ED l0' L.F. RETURN: ��X444 o a��\o�� CONSTRUCTION REQUIREMENTS SIMILAR TO �� PROP. BEACH AGGE55 STAIR: 9, (�DESCRIBED IN DEED LIBER 12QI0 PAGE 826) ` \0 1 I 46 1q°�` p,1 S 3yc° AREA LE55 14,412 sq,. Ft. � � PROP05ED STONE REVETMENT,FOR 4W x ±16 L6 WOOD BEACH AGGE55 STAIR,_ `'., SO' '�:;. 4`%'� RI6c. W HT5 OF WAYS 1320 aW INFORMATION SEE ELEVATION ON DWG. No3 INCLUSIVE OF ENTRY STEPS,(1) ENTRY 4a 50 O \` \ / :. ':..... X Z / PLATFORM W/ BENCH , O S (5) LANDINGS - (3) W/ 6' „ v, �:.. _ 14 34 04 =`76' oQ / BENCH AND 4' WIDE x ±6 L6 STAIR TO BASE ��52 09, \ .:: % O N 3` \ � ,q r � J 4`lp„ PLATFORM. SEE DWG No 2 FOR INFORMATION 5456 �`\ ` 9 ,y��h A �c��3Flo" ►'` 2 — 2c / � \ \ 9 �� Z77NATURAL WOOD CHIPS O Cod ... .' : ':. /8LU 7N I TIN H ACCE95 EASEMENT: ��' EXISTING 501E BASE (UNDISTURBED 5AND) SURVEY DATED 10-25-2010,UPDATED ON 12-16-2011 a y y W w O l810°� Bl NATHAN TAFT GORWIN,LAND SURVEYOR ;:,.... LOT ISLAND / \\\��_ 9�, r ��oo Rlr F WAY: V o O $� SOUND ' AREA ROA = 112,404 5.F.(2582 AC) - W W / BCUF \ \ 34°4 , BEAGH AGGESS EASEMENT 5 58� 0335 W MATERIAL SECTION PROPOSED REVETMENT STONES SHALL BE PLACED, y �.... .� • � � 4/ 10.01 BEACH AGGE55 PATHS � � i `1�� \ �g•30�0 � PROP05ED PEDESTRIAN AGGE55 PATH: (MINIMUM THICKNESS) SHAPED AND WORKED TO CREATE STONE STEP y / 4 WIDE x 1415 L6 PATH TO BE CLEARED - NATURAL FOR BEACH AGGE55, INSTALL 5URROUNDIN6 5TONE h/> W W �/ A WITHIN 10'/IS'WIDE RIGHT-0F-WAY - IN A MANNER THAT WILL GUARD WOODEN BEACH Q a i/� 2 0 30 15 0 30 60 / WOOD CHIPS (oil STAIR 5TRUGTURE FROM HAVE ACTION. (NOTE1 PATH LENGTH MEASURED® CENTER LINE OF 6RAPHIG 5GALE 1'. = 301 /-0., RIGHT OF WXY UNLESS OTHERWISE 5HOWN) 501L BA5E _ > 'I1�EER: � 3�4, (UNDISTURBED SAND) 55 ,lK,l 11' oo� . d ��... 10' WIDE BEACH AGGE I / pEYF NEI w( EAS NT(THIS LOG) PROP. 4' WWOOD CHIP WALKING T (PIGAL BEAGH PROP05ED 330 LF ,9 PATH,SEE SECTION M15 DWG) / � `�9 BTONE REVETMENT ry y y W , / . . ��G ! �. ESS PATH SECTION IrAGG (±310 LF PLUS 2 - 110 LF RETURNS) m $ m 0a ` ,\ ` — / �� 10' / IS' WIDE I `� e / NOT TO SCALE Z I . w FOR TYPICAL ELEVATION o� cY o W W ' - ° / BEACH AGGE55. N 2 SEE SECTION B', DWG. No.3 �� o � v� /o� EASEMENT bj `� \_::.:: ::N;:: : 60 / z `' � y Q •� o� . :: ;':/ BLUE FLAG o 0 :::.;.:::::;:;;� PROPOSED HORK SUMMARY; R° Fs 1oNP�' (TYPICAL) 6 , , / CONSTRUCT PROPOSED 41 WIDE x ±76 L6 BEACH AGGE55 STAIR WITH REVETMENT STONE / 5TEP5 TO B.O. BLUFF. INSTALL WITHIN BEACH AGGE55 EASEMENT. I CLEAR AREA 4 WIDE x; JEFFRE T BUTLER, P.E. � a ±415' L.F. FOR WOOD CHIP PATH (WITHIN AGGE55 EASEMENT) TO PROP05ED BEACH STAIR PROP05ED 0 �b �, `\ (LOT 2) AND CLEAR AREA 4' WIDE x ±64' L.F. WOOD CHIP PATH (LOT 1). CONSTRUCT ±330 O O RE-VEGETATION: O y h�� S2, bob EXISTING �` / BLUFF FACE BYETM NT (±310 L.F. PLUS 2 - ±10 L.F. RETURNS), STABILIZE AND RENOUR15H O = PROVIDE PLANTING PER PLANTIN6 ry '� DWELLING Y OF GRADING, TERRACIN6, FILLING AND PLANTING (LOTS I AND 2) . . . SCHEDULE,SEE FILL,RE-VE6ETATION CD v AND 7ERRAGIN6 SEQUENCE OF 1� •/ � Y � W � ROP05ED BLUFF STABILIZATION: � Ex15r. ,� "� p`o /�.�/$, � � � 9 ~ EVENTS NOTES,TYP. LOTS I AND 2 �J y W % 6RADE,TERRACE,FILL AND RE-VEGETATE as ��o HD DEGK '% fhb °� Q lU 1--1 � (5EE DWG No3) J W y W PER SECTION 'A'(5EE DW6 No.3) � / 4P �� `�/ $7q�3� SGOPE OF NORK: � �., _ Q // SEE BILL OF MATERIALS FOR AREAS AND / ' � �o / EXIST. s I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA m �i O } N Z FILL QUANTITIES(THIS DWG) / �� PX1155T / RF OVR DEGK OF WORK OR TO ADJACENT PROPERTIES. ►0-11 z Z m O (� ° - 3 0 +% / / 3 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO 111 (Q W ,t \ S ANY WORK. in H E'.� Q Q } a. loo'SETBACK i �/ 34°4� 2. 5EE FILL AND COMPACTION NOTES PRIOR TO ANY 51TE WORK. 1- V) Z O FROM BLUFF EXIST. $OO�O"F 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO �j Q; Z V M (Y l^ID PECK m O EXCAVATION. STAIR AND REVETMENT GONTRAGTOR SHALL — [---1 E- tV <, CL oQ COORDINATE REGARDING STONE TAI O / � / 5 R POST LOCATION. Q � w O 1 Q ,� 6� 4. ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR Z / . PROP05ED TERRACING: S L0 4 N PROVIDE TERRAGIN6 PER TERRACING SCHEDULE, +� 34 04, W) TO THE START OF A. REMOVE CONSTRUCTION V W W W y y SEE TIMBER TERRACE RETAINING WALL AND (n G ION DEBRIS AND THE LIKE FOUND 4 U Q O m� a W y l IMIT OF ' WIDE LOT #� .p6, ABOVE GRADE. (N �O, O W y y y y PLANTING DETAIL RE-VEGETATION AND TERRACING / � B. REMOVE ALL 'UPROOTED' DEAD VEGETATION. DEAD W � D 5EQUENGE OF EVENTS NOTES(SEE DWG No.3) AREA LE55 R.O.W. = 74,412 S.F. (1.720 AG) MM z O S ' AREA BUFFER: VEGETATION SHALL BE OUT AT GRADE, LEAVE ROOTS IL w Z - ,�- ,o y y TYPICAL LOTS I AND 2 +bj AREA W/ R.O.W. = 187,816 S.F. (4.312 AC) !L %� Q z l0 �/� LANDWARD OF TOP OF BLUFF BELOW GRADE. V - d in . '� G. HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. W Q D - �� +b j \ ro / �c rY T (: tll w O O N O r0 0 �I a y PROP. 41 W. WOOD GHIP WALKING / \ 2 \Om 5. CLEAR AREA 4' WIDE x ±64' L.F. FOR PROPOSED WOOD CHIP Z O � J 62 PATH, ±64 LF (±251 5F) / °� \ �sT PATH. SEE SECTION (THIS DWG) / O / j y "o�m�/ BLUE FLAG C �, 0� LOT #3 1-Q--T 2: P4 o Z ,5 W Q (TYPIC \ 'r'' 3 0 = 6. INSTALL PROPOSED ±76 FT. LONG BEACH AGGE55 STAIRS SEE } Ex.HD o`� # 4c/$ 3 2/,/ AREA 51,485 50.FT. DWG. No.2 FOR LAYOUT, CONSTRUCTION RE I Z (3 < LOT I $ 8 =1.182 ACRES QU REMENTS AND � /� GATE EXISTING \ - 061 5G2.FT. •�/� ry �3� 7. CLEAR AREA WORK. � 7 L • -71' o AREA = 82, --�,� ° DWELLING _ - 1.884 ACRES 4q$ EA 4 WIDE x ±415 L.F. FOR PROPOSED WOOD GHIP _ v Q/, PATH WITHIN THE 10' / 15' PEDESTRIAN EASEMENT TO THErr' t A% CIO ((�� i PROP05ED BEACH AGGE55 STAIR. '" 2v/L�� ° ° ) m SS 1 �� PA G7E : �° ry "'"�� / �°�c�°VY��~� _ / '` ' GARAGE '� ly EXIST. 8°033 " LOTS I AND 2: tI JUN 1 5 2}fig 1 J 1 ry m ro / .a ) /� ��```� 6 � PARTIAL SITE PLAN m 34°�l%8„ /0.0/' 8. CONSTRUCT PROPOSED ±330 L.F. ARMOR STONE WALL ±310 L.F. PROP05ED IO L.F. RETURN: �^� 4 h °°:�T�v 28 1 LJ m w __ o �� 0 /o PLUS 2 - 10 L.F. RETURNS), SEE DWG No.3 FOR LAYOUT, CONSTRUCTION REQUIREMENTS SIMILAR TO '� `� 3 ° o o 'ii _ o )' Ol PROPOSED STONE REVETMENT FOR � 3 $8 3p `� � �� / '��' _ _- — CONSTRUCTION REQUIREMENTS AND SCOPE OF WORK. y REVETMENT, „ Q�� / /) LOT #4 a. SEE DRAWING No.3 FOR BLUFF RESTORATION REQUIREMENT5 INFORMATION SEE ELEVATION ON DWG. No3 30 15 0 30 6o ao J AREA = 54,001 50.FT. 10. SEE DRAWING No.3 FOR BLUFF RENOURISHMENT AND / 6RAPHIG 5G-ALE 1" = 50,-0,. =1240 ACRES REVEOETATION. -------------- of NYS RE51 DENTI ASL CODE I RG 2015 SCOPE OF WORK o BEAGH AGGESS STAIRS AND WOOD GRIP PATH: 4 SECTION RR514-STAIRWAYS %10 I PROPOSED STONE STEPS TO BEACH (I) 4'x5.6' LANDING W/BENCH (I) 4'x4' LANDING ; I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR OR TO 5EGTION RR314.5.5EGTION RR314,2 TREADS AND RISERS.THE MAXIMUM RISER HEIGHT SHALL 13E ADJACENT PROPERTIES. 8-I/4 INCHES(204 MM)AND THE MINIMUM TREAD DEPTH SHALL BE 4 INCHES(224 MM). THE ±f6� 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. 7 R15ER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING,EDGES OF THE ADJACENT �' S TREADS.THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL IQ)U-1 4'x5.6' LANDING W/BENCH � T I: PLANES OF THE FoREM05T PROJEGTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE WALKING SURFACE OF TREADS AND LANDINGS OFA 5.6' ±Il' 5.6' ±14' 4.0' ±20' 1.0' ±3' STAIRWAY SHALL IN SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL 3. CLEAR AREA 4' WIDE x ±64' L.F. FOR PROPOSED WOOD CHIP PATH. (2-PERGENT SLOPE). THE GREATEST R15ER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT LINE OF BEACH AGGE55 RIGHT OF WAY EXCEED THE SMALLEST BY MORE THAN 3/6 INCH(q5 MM).THE GREATEST TREAD DEPTH WITHIN - - - - - 1- _ _ _ _ _ _ _ _ _ _ _ _ - - �_ - - T 5 ~ ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE 5MALLE5T BY MORE THAN 3/6 INCH R5 MM). , - - - - - - 4, GON5TRi1GT A SET OF STAIRS APPROXIMATELY ±lb' LONG WITH(I) 4'Wx±3' LG g ±2.5' z Q- ENTRY STAIR,(I) 5.60' ENTRY PLATFORM W/BENCH,4'Wx±20' L6 STAIR,(I) 4'x4' SECTION RR315-HANDRAILS LANDING,(1) 4'Wx±I.T LG STAIR,(1) 4'4.6' LANDING W/BENCH,(1) 4'Wx±IB' L6 SECTION RR315.1 HANDRAILS.HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES m STAIR,(1) 4'x4' LANDIN6,(U 4'Wxl.'i' 5TAIR, (1) 4x5.6' LANDING W/BENCH,(1) 4'WXIT L6 5TAIR,(1) 4'x5.6' LANDING W BENCH,(1) 4'x±5,8' LG STAIR,(1) 4'x4' BASE AND 38 INCHES(864 MM AND 965 MM),RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE TREADS,SHALL BE PROVIDED ON AT LEASTONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR r- Ell BENGN PLATFORM AND ARMOR STONE STEPS TO BEACH. MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT 4' WIDE STAIR W/ a. MATERIALS TO BE USED (STAIR): W ED DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.ENDS:SHALL BE RETURNED OR SHALL I RAILING TO GORE VP) I. 2x12 STRINGERS !� TERMINATE IN NEIAEL P05T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL ,�� ' p 2. 2x4 CLEATSlu HAVE A SPACE OF NOT LE55 THAN 13 INCHES(38 MM) BETWEEN THE' AND THE HANDRAIL. ' 5.'x'7.0' ENTRY 1 'n i= 3. 4x6 POSTS N PLATFORM W/BENCH t 4. 2x4 MID RAIL 5EGTION RR315.2 HANDRAIL GRIP SIZE.ALL REQUIRED 4' WIDE ENTRY STAIR W/ 1 b. MATERIALS TO OI USED (PLATFORMS): o HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES (I) 4.0x4.0' L 4x4 I. 2x6 FLOOR JOISTS ° c. MATERIAL TO BE USED FOR HANDRAIL: r15' LANDING 4.0' ±IS' 5.6' H/BENCHLANDING RAILING TO CODE I. 5/,�xb UNTREATED TROPICAL WOOD OR PROVIDE EQUIVALENT 6RASPABILITY. BASE PLATFORM TYPE 1. HANDRAIL5 WITH A GIRGULAR GROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER 1 . MATERIALS TO BE USED FOR TREADS AND PLATFORMS: OF AT LEAST I-I/4 INCHES(32 MM)AND NOT GREATER THAN 2 INCHES(51 MM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES I. CLOSE MESH BAR GRATING : - - - - - - - - - - - - - - - - - - - - - - - - e. MATERIAL TO BE USED FOR BENCH SEAT: SEAT: (102 MM)AND NOT GREATER THAN 6-1/4 INCHES(I60 MM)WITH A MAXIMUM GROSS SECTION LINE OF BEACH AC(E55 RIGHT OF WA- I. FIBERGLASS GRATE BENCH BY MGNICHOL5 DIMENSION OF 2-1/4 INCHES(51 MMU• TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/•4 INCHES(160 MM) SHALL PROVIDE g ALL HARDWARE TO BE STAINLESS STEEL. I g. ALL LUMBER TO BE GGA,U.O.N. A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THIS PROFILE. THE FINGER RECESS `� 5. CLEAR AREA 4'W x ±415' L.F. FOR PROPOSED WOOD CHIP PATH WITHIN THE 10' 115' SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH(Iq MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH(6 MM) D TR EASEMENT TO THE PROPOSED BEACH ACCESS STAIR AGI•-t STS I R PLAN WITHIN l/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL GONTINJE FOR AT LEAST 3/S INCH(10 MM)TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES SCALE: 3116" = I'-0" (45 MM)BELOW THE TALI E5T PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM OF 2-3/4 INGHE-5(TO MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH(0.25 MIM). ±lb' ±33' www.dignetnycli.com I Zi Z Of NFW YX CITY or 5.6'x1.0' ENTRY m &SONG HIM www.call8ll.com PLATFORM W/BENCH of yq ( for other states) 2x6 J015T5,GL05ED MESH BAR GRATE 1 =1 800-212-44(901811 DECKING TYP a PLATFORMS,U.O.N. 4' WIDE ENTRY STAIR $: (5EE GENERAL NOTES,NoA AND 10) W/RAILING TO CODE Bylaw, excavators and contractors working in the For safety reasons, homeowners are strongly SEE '0ON5TRUGTION DETAIL' F� five boroughs of New York City and Nassau and encouraged to call as well when planning any FOR ADDITIONAL INFORMATION 2x12 5TRIN6ER5,46 P05T5, PROP05ED 4'W x ±415' L6 WOOD(HIP p 1 Suffolk Counties on Long Island must contact type of digging on their property.Homeowners AND DIMEN51ONAL REQUIREMENT5. 2x4 CLEATS,5/4x6 HANDRAIL PATH TO BEACH STAIR DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by (THIS DWG) AND 2x4 MID RAIL SEE PARTIAL PLAN FOR LOCATION AND . but no more than 10 working days(excluding calling 811,the national call before you dig CONSTRUCTION DETAIL a weekends and legal holidays)prior to beginning number. For excavation work completed on EL 60.0' EL 60.0' any mechanized digging or excavation workto personal property, it is the contractor's I O �- ensure underground lines are marked. responsibility--NOT the homeowner's-to contact Excavators and contractors can also submit DigNet. Having utility lines marked prior to EL 58.0' �o I EL 58.0' 1 locate requests online,through ITIC.If you do not digging is free of charge. PROPOSED WOOD STAIR TO BEACH: X Z Q currently use ITIC, please call 1-800-524-7603 APPROX. 4'W x ±lb'LG INSTALLED WITHIN BEACH EL 56.0' I I EL 56.0' E-•, for more information. ACGE55 EASEMENT. SEE DW6 Nal FOR �/ � m 1 O PROP05ED LOCATION. UNDISTURBE- EL 54.0' •� I I 501E U EL 54.0' QN C ENERAL NOTES FOR INFORMATION REGARDING 4'x4' LANDING EL 52.0' _ f 1 I EL 52.0' CL LuL TYPICAL PROPOSED STONE REVETMENT (BEYOND) I. GONTRAGTOR SHALL CHECK AND VERIFY ALL CONDITIONS To THE 51TE PRIOR TO 5TARTIN6 OF WORK AND SEE 5EGTION 'B' ON DWG No.3 HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS Ai•iD MAKE WORK AGREE WITH SAME, EL 50.0' I �' EL 50,0' �I 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL CODE(IRC 2015)AND ALL RULES AND RE61JLATIONS OF THE TOM OF SOUTHOLD. SEE STAIR 'CON5TRUGTION DETAIL', 3. IF IN THE COl1R5E OF GON5TRIIGTION A CONDITION EXISTS WHICH 015A6REE5 WITH THAT AS INDICATED ON THIS DWG FOR ADDITIONAL INFORMATION EL 48.0' EL 48.0' THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER.5HOl1LD HE FAIL TO fitU FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND AND DIMENSIONAL REG2UIREMENT5. ' \ F� LIABILITYARISING THEREFROM.ARISTHEREFROM. EL 46.0' h , , I \l EL 46.0' r�-1 4. 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXISTING SLOPE. EXISTING VEGETATION SHALL REMAIN IN PLACE, 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM 501L PRE55URE OF 2 TONS PER SQ,FT. AND SHALL HAVE A MINIMUM OF 6'-0"OF COVER. DELIBERATE CARE SHALL BE TAKEN NOT TO EL 44.0' r EL 44.0' 6. DE516M TIMBER STRESS-DOU6LA5 FIR,NO.2 GRADE FIB =825 P51,E = 1,200,000 P51. 015TUR13 ROOT BASE OF EXISTING PLANTINGS4'x5.6' LANDING WITH BENCH 7. DO NOT SWIN SCALE DRAGS. WRITTEN DIMEN510N5 SUPERSEDE 56ALED DIMENSIONS. THE ENGINEER HAS 151 EL 42.0' I U ��MNDENGINEER: ) EL 42.0' FIBER6LA55 GRATE BENCH BY NOT BEEN RETAINED FOR ON 51TE INSPECTIONS AND/OR OBSERVATIONS OF THE GON5TRUGTION. STAIR 4'x4' LANDING(FOREGROUND) { 8. ALL METAL J015T HAN6EBOTTOM OF PROP. R5 AND OTHER I I I McNIGHOL5 I-STI-884-4653 O NE7 METAL CONNECTORS REQUIRED SHALL BE TO TOE OF BLUFF EL 40.0' ZZ :� I I I EL 40.0' (www moAT L IOGATI0N5 NOTEDON BEACH 5 „ EY T e �O TECO CONNECTORS AND OF 5TAINLE55 /4 x6 TOP RAIL Q L� 'A STEEL MATERIAL OR EQUAL AND 5HALL BE I I �! U L 5TAIR PLAN (THI5 DWG) * �� <1 CAPABLE OF HANDLING LOADS® EL 38.0' EL 38.0' CONNECTION POINTS. IN5TALLATION5 SHALL 3( I I n BE IN STRICT CONFORMANCE WITH PRDP055W�STONE z EL 36.0' /� EL 36.0' TREADS AND PLATFORMS TO BE GL05E Z Lu - MAWFACTURERS SPECIFICATIONS AND O• ±4'WIDE 5TONE 5TEP5 V I I N 2 RECOMMENDATIONS. AT AND AROUND BEACH ACCESS STAIRS. PLACE,SHAPE Q ___ MESH BAR GRATING BY McNIGHOLS cl.ALL LUMBER SHALL BE GGA NOW. AND WORK ARMOR STONE TO CREATE 4'W '5TONE 5TFP5'. 1 TO BEACH `1/ I 1-8TI-884-4653 (www mcnlchols,com) 2x4" CGA MID RAIL �O.o 73493 10 ALL P05T AND DECK HARDWARE SHALL BE EL 34.0' EL 34.0' LAY STONES FROM STAIR BASE PLATFORM TO GRADE AT ®, � { I STAINLESS STEEL.IN ACCORDANCE WITH BA. BLUFF(EL. ±5,T). SHAPE SURROUNDING STONE TO HELP �' TM AI 9 Fes-ONA AS 53. 1 EL 32.0' I EL 32.0' JE FREY T. BUTLER, P.E. II. HANDRAILS,TREADS AND PLATFORM GUARD BEACH STAIR STRUCTURE FROM HAVE ACTION. 5LRFA E-5 TO BE BUILT WITH MATERIAL SPECIFIED IN STAIR'CONSTRUCTION DETAIL', EL 30.0' I I EL 30.0' E` THI5 DWG. 1 2"xb" GGA a Ib" O.G. 5TAINLE55 STEEL HURRICANE 4x5.6 LANDING W/BENCH CLIPS TVP. AT ALL O EL 28.0' : I (BEYOND) EL 28.0' 1 I 1 6MINIMUM PENETRATION IN CONNECTIONS . • m EL 26.0' `` % 1 UNDISTURBED 501L REQUIRIT EL 26.0' ED BEACH GRASS v -� o I ' (I) ' �r (TYPICAL ALL P05T5) 5/4 x6' TOP RAIL PLANTINGS(TYPICAL) 0TO �- cv EL 24.0' 1 LANDING I I I I- EL 24.0' Fr-� Z W/BENCH w 3 ~ 1 EL 22.0' _ • �.`\ f I. 1 I EL 22.0' 2"x12" GGA IU UJ N W Z }- Q m z ( 1 I STRINGERS Z. ? "1) } ( EL 20.0' UNDI5TURBED LI RE-VE6ETATE DISTURBED AND BARE EL 20.0' 2"x4' CGA MID RAIL ® Ib" O.G. p � O Q/ I I • 501L AREAS AT CONCLUSION OF STAIR < EL 18.0' T.O. WOOD LANDING a ELEV. ±11.4' CON5TRUGTION, EL 18.0' 1 � - - N < SEE DW6 No3 FOR 1 0. STAIR P05T AT REVETMENT: ( PLANTING REQUIREMENTS „ I I a z 3 �i p EL 16.0' STAIR AND REVETMENT CONTRACTOR I tl-0 O.G. 11;1R O ELI6.0' I vp0 SHALL COORDINATE REGARDING r- 2"xb" GGA a I6" O.C. I �' m O LONG ISLAND 1 5TAIR P05T LOG. PRIOR TO ARMOR o a I �. `'�S$ 1 111 ' p # Iq _ • EL 14.0' ±4, PROPOSED FINIAL STAIR LANDING: EL 14.0' 2 - 2 XIO CGA c y r z _ SOUND STONE INSTALLAITON g T.O. WOOD BASE PLTFRM a ELEV. ±12.4 I I I N o EL 12.0' A 4.O x4.0 1 (4) 6"x6"GGA POSTS W/(2) 2"x10" GGA GIRDERS, GIRDER(TYP) Q w " " " EL 12.0' 1 POSTS TO EXTEND 6'-0" z �u BASSE PLATFO 2x8 GGA JOISTS a 16' OL. FINISH DECKING PER BELOW UNDISTURBED 501E r w ~ Q P- +..5. .....: : 'CON5TRIJGTION DETAIL'TO BE PLACED APPROX. • I I �[ EL 10.0' I APPROX. DIST.TO 5.H.W. = ±14' / m 4 LANDWARD OF THE TOE OF BLUFF -o I (MINIMUM) I O i� EL 10,0' �' y d � J g N LL APPROX.015T. TO A.H.W.M. = ±20 0 � EL 8.0' ±20 5 ~ EL 8.0' POS (TYP) I 1 I I I I z° / 1 1 1 11 LL O EL 6.0' EX. 4 PROP B.O. BLUFF a EL. ±5.1' , / EL 6.0' I - TIE LINE ALONG A.H.W.M. 5.H.W. a ±EL. 45'• / PROP05ED STONE REVETMENT 1 I I I I ^ O Z O ® �L. 4,1' ON OGT. I,2010 /�i. , (FORGROUND) - O EL 4.0' EL 4.0' -- FOR GON5TRUGTION REQUIREMENTS 1L M SEE DW6 No3 EL 2.0' UND1501LBED / // / EL 2.0' 0 EL OD' � EL 0.0' ; Jul 20I, FACE : SECTION 'A' - BEAGH 5TAIR PROFILE 5GALE: 3116" = 1'-0" I I I 1 IGON ' I STRUGTI ON DETAIL > PROP05ED BEAGH STAIR (LOT 2 - A5 5HOWN) I I u NOT TO 56ALE PROPOSED BLUFF STABILIZATION AND RENOURI514MENT, SEE DWG No.5 CL II II of E3 GOMPAGTION NOT-E-5- TERRAGINC 5GHEDULE � PLANTING SCHEDULE PROP05ED NEW SHRUB/BUSH o 505 GRADE TERRACE SLOPE ACCORDING TO 5GH. BELOW: PER PLANTING 56HEDULE PRUNE 1/8" OF LEAF AREA BUT GENERAL PROP05ED GRA55 AREA(MIX OF AMMOPHILA BREVILI6ULATA) BEACH 6RA55 (SEE 5HT 3), MIN 3'-0" O.G. RETAIN NATURAL FORM Q I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE 5UI5 GRADE MUST BE PROPERLY / 2-3 COLUMNS PER PLANTING HOLE 12"O.G MAX. WITH PANIGUM VIRGATUM) t PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE WITH 5LOPE-5 OF 1:3 THESE SPECIFICATIONS,U51N6 THE NECESSARY MEANS AND MATERIALS TO PROVIDE THE TERRACING TO BE INSTALLED AT b'O.G. 5PAGIN6 SWITCH GRASS AT 2'-0"OL.,2 GAL.CONTAINER). SPRAY WITH WILT-PROOF SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS GAN BE FORESEEN. � EXISTING SHRUBS, AND PROPOSED NORTHERN BAYBERRY BUSH(MYRICA PENSYLVANIGA) TO BE ACCORDING TO MFG'S INSTRUCTIONS •o S THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE 1 a / f TO REMAIN IF FOLIAGE 15 PRESENT z PLANTED AT A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). RE5PON5161LITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TO cp `� AND PROP05ED BEACH R05E BUSH"A VIRGINIANA) TO BE PLANTED AT o EXISTING BLUFF FADE \ A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). GROUND LINE TO BE SAME A5 AT , PROVIDE A SOUND SUB GRADE. 3 AND OR PROP05ED BEACH PLUM BUSH(PM16 MARITIMA) TO BE PLANTED AT A THE NURSERY 2. U51NG 501L TEST DATA A. AT ITS OPTION THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE t"; MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). SLOPES OF 1:2 "'' GULLIES LANDWARD OF TOE OF BLUFF ESTABLISHED VEGETATION ~ GONTRAGTOR. IF PROVIDED THE DATA WILL INGLUDE CLASSIFICATION OF THE 501L IN • "'i �` (5EE PLANTING DETAIL, THI5 DWG) TERRACING TO BE INSTALLED AT 3'O.G.5PAGIN6 '�� SHALL BE FILLED AND GRADED TO THE 1 OR MEANS OF STABILIZATION S .-< •.�a: ACGORDANGE WITH THE UNIFIED 501L GLA551FICATION 5Y5TEM(A5TM 02451). THE .� ,;r •.h 18 MIN. FOR PLANTS (PLANTED GRASSES AND/OR TERRACING) N F THE DATA WILL BE INTERPRETED BY THE ENGINEER. �. ..,...�.. _f LEVEL OF ADJACENT BLUFF FACE, „ ::}.. .... 516NIFIGA GE 0 `''`'"' ' �''" REINFORCE BY TERRAGIN6 AND UP TO 4 HIGH, 20 MIN. B.SOILS DE5I6NATED A5 HIGHLY EXPAN51VE(CHI, MHO,AND OH) MAY REQUIRE LIME 1 ` ',.; PLANTING W/ APPROPRIATE NATIVE FOR PLANTS OVER 4'h REMOVE BURLAP FROM TOP OF STABILIZATION AND/OR 5ELEGTIVE REPLACEMENT WITH SUITABLE 5011-5. 5UGH 5PEGIAL I ' ,,.,.,•;..,,�,v�:=i' •-_• 6" MIN BALL TREATMENTS WILL BE DETAILED IN THE 51TE BID DO(UMENT5 IF THE COST 15 TO BE ` VEGETATION. INCLUDED IN THE CONTRACTOR'S BASE BID. PROPOSED BLUFF FACE :..; ;:M,:�t;,. BACKFILL WITH TOPSOIL dPEAT- M055 AND PT) MAY REQUIRE SELECTIVE I 3:1 RATIO BY VOLUME IN qLU G. 5011-5 DESIGNATED A5 HIGHLY ORGANIC(OH,OLD, SLOPES OF 1:1 OR 6REATER \ pLM1 ` REPLAGEMENT WITH SUITABLE 5011-5. THE NEED FOR AND THE EXTENT OF THI5 TREATMENT TERRACING TO BE INSTALLED AT I'O.G.SPACING :.;• :,,'` \ P P ED BEACIH TYPICAL HR LAYERS WATER EACH LAYER UNTIL WILL BE DETAILED IN THE 51TE DOCUMENTS IF THE 605T 15 TO BE INCLUDED IN THE "'`" ":a:;, �•'^_.• -TO BE PLANTED 5 UB SETTLED. DO NOT TAMP - CONTRACTORS BA5E BID. e TERRACING: ». WILTED IN PLAtNTIN6 DETAtIL 6" FOR PLANTS UP TO 4' HIGH 8" D. THE GONTRA(TOR SHALL IN5PEGT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY 1 USE 2x2x4 LONG UNTREATED DOUGLA5 FIR WOOD s=�`; P N INC GHEDULE. N.T.5. � o CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE 51TE BID DOCUMENTS. THE EXTRA G05T OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT 5TAKE5 W/2x6 DOUGLAS FIR PLANKS 5ECURED TO FOR PLANTS OVER 4 HIGH ' o 5TAKE5 (MIN 6-0" OC). INSTALL TERRACING COSTS PROVIDED WITH THE BASE BID. THE GO5T OF UNANTICIPATED LIME STABILIZATION 1 OR OTHER 5PEGIAL TREATMENT WILL BE NEGOTIATED. PERPENDICULAR TO DOWNWARD SLOPE. SECURE 2x6 PLANKS TO ADJACENT PLANKS ALONG SUB GRADE PREPARATION HORIZONTAL PLANE. 1. THE GONTRAGTOR SHALL REMOVE ALL VEGETATION,SURPLUS 501L,DEMOLITION RUBBLE,AND TIMBER TERRAGE RETAI NI NC WALL OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM NOTE: THE 51TE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND CODES. THE AND PLANTI NC DETAIL CONTRACTOR SHALL SHAPE THE 50 GRADE IN ACCORDANCE WITH THE GRADING PLAN, RE-REANC) TERRA�GINC SCALE: NONE ALL PLANTED VEGETATION WILL REQUIRE 3g , TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING 5Y5TEM. THE TOLERANCE OF THI5 FILL, MONITORING OVER 3 GROWING SEASONS. ROUGH GRADING 5HALL BE WITHIN 1/2" HIGH TO I" LOW. DURING THI5 OPERATION THE SEQUENCE OF EVENTS NOTES: CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC BY GON5TRUGTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS SHALL BE REPORTED I. NO RE-VEGETATION OR TERRACING INSTALLATION 5HALL OGGUR UNTIL I TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. STAIRWAY CONSTRUCTION 15 COMPLETE. BLUFF FACE LANDWARD OF PROP05ED STONE REVETMENT o. 2. MAINTAINING DRY 51TE GONDITION5: A. FIRSTLY - INSTALL STAIRWAY SHALL BE STABILIZED BY GRADING, TERRACING, FILLING DURING PREPARATION OF THE 5UB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE GONTRAGTOR B. SECONDLY - FILL,TERRACE AND PLANT AND PLANTING W/ APPROPRIATE NATIVE VEGETATION. gjl SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND TO MAINTAIN A DRY 51TE I. LARGE ERODED AREA'S: AREA OF WORK APPROX.: ICIO36 50.FT. CONDITION.SUCH MEASURES SHALL INGLUDE PUMPING OF FREE 5URFAGE WATER,MINOR ERODED AREAS MUST BE FILLED TO NATURAL GRADE PRIOR TO HAND AND/OR MACHINE 5HAPIN6 TO FACILITATE WATER REMOVAL,AND OTHER OPERATIONS INSTALLING TERRACING AND PLANTING TO SPEED DRYING. ii. AREAS W/ELEVATIONS AT OR NEAR NATURAL GRADE. S. 3. NATIVE 501L COMPACTION: PREP AREA,FILL, INSTALL TERRACING AND PLANT I o COHESIVE AND COHE51ONLE55 NATIVE SOIL SHALL BE COMPACTED TO g5%AND 100% OF THE 2, NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. FACE. TO BEACH WOOD CHIP PATH 4. FILL 5ELECTION AND COMPACTION: 3. PROVIDE GLEAN SANDY FILL OBTAINED FROM EXCAVATION PREFORMED TO BEACH LOCA SEE PARTIAL PLAN FOR LOCATION AND THE MOST COST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE U5ED: DURING PREPARATION FOR REVETMENT INSTALLATION FOR THE GONLTRUGTION DETAIL U PURP05E OF RESTORING BLUFFS SURFACE ELEV. TO NATURAL GRADE EL 60.0' hEL • -SAND-GRAVEL MIX (1.5 TO 3:K FINES < 0.02 MM AND GBR> 17), -GRAVELY 501L (3 TO 6% FINES ( 0.02 MM AND GBR> 8), (EOR QUANTITIE5 SEE 'BILL OF MATERIAL',5HT 1). Y -SANDY 5011_5(3 TO 6% FINES< 0.02 MM AND GBR ) 5), 4. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED EL 58.0' EL 58.0' -51LTY GRAVELY 5011-5(6 TO 10% FINES < 0.02 MM AND GBR >S), AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF FACE (THE W cot -51LTY SANDY SOILS(6 TO 15% FINES < 0.02 MM AND GBR>8), NATURAL GRADE). EL 56.0' EL 56.0' a � -GLAYEY GRAVEL SOILS(OVER 20% FINES<0.02 MM AND GBR> 5), 5. WORK WITHIN DESIGNATED AREA OF WORK,CONTRACTOR TO ATTEND TO UNDI5TURBED -GLAYEY SANDY 501L (OVER 20% FINES(0.02 MM AND GBR> 5), DISTURBED,WASHED OUT AREAS WITH EXTRA CARE. 6. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. PROP05ED BEAGH 6RA55 TO BE EL 54.0' 501E EL 54.0' 1-�I 5. THE ENGINEER RESERVES THE RIGHT TO HAVE 501L TESTS PERFORMED TO CONFIRM THE 1. TO APPLY FILL: PLANTED A5 INSTRUCTED IN t(1 SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE A. WORK HORIZONTALLY AGRO55 BLUFF FACE, LIMIT THE WORK AREA PLANTING 5GH.,THI5 DWG EL 52.0' + EL 52.0' X z d) FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO q5% OF TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME. CONTRACTOR THE OPTIMUM DENSITY. COMPACTION SHALL BE AGGOMPLI5HE0 AT NO LE55 THAN OPTIMUM SHALL APPLY FILL IN 12" LIFTS, TAMP BETWEEN LIFTS. EL 50.0' M015TURE CONTENT UP TO 2% WETTER. OPTIMUM DENSITY AND OPTIMUM M015TURE CONTENT D. ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA GULLIES SHALL BE FILLED AND GRADED EL 50.0' CD O SHALL BE A5 DETERMINED BY A5TM D1551. NO RUBBLE, TRASH, BOULDERS.OR OTHER PLANT PROPOSED VEGETATION AND INSTALL TERRAGIN6 BEFORE TO THE LEVEL OF ADJACENT BLUFF EL 48.0' �y" • < N DEBRIS WILL BE ALLOWED A5 FILL MATERIAL IN ANY U5A6E. EL 48.0' MOVING DOWN TO INE NEXT VERTICAL SURFACE AREA. FACE. STABILIZE AND F:EINFORGE BY O W m 6. FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F COHESION OR ULTIMATE BEARING CAPACITY q• ANY EXISTING VEGETATION 5HALL REMAIN IN PLACE. DELIBERATE CARE TERRACING AND PLANTIIN6 W/ PROP05ED SHRUB TO BE PLANTED CL OF LE55 THAN 500 P5F,GEOTEXTILE FABRIC SHALL BE INSTALLED IN ALL UTILITY AND SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXISTING PLANTS. APPROPRIATE NATIVE VEGETATION. EL 46.0' A5 AN ALTERNATE TO BEACH EL 46.0' Q PIPING TRENGHE5 AND TANKHOLE5 TO REDUCE MIGRATION OF FINE-GRAINED SOIL AND 10. ANY DEAD VEGETATION SHALL BE GUT® GRADE AND REMOVED FROM a GRA55 WHERE CONDITIONS ALLOW SEPARATE 01551MILAR FILL MATERIALS. THE GEOTEXTILE MATERIAL SHALL OVERLAP BLUFF FACE. PLANT Y-Ou ON CENTER,SEE ADJACENT GEOTEXTILE MATERIAL BY A MINIMUM OF: 12" A5 NEGE55ARY TO COVER THE NOTE: LEAVE ROOTS INTACT BELOW GRADE. EXISTING VEGETATION 5HALL -RAIN IN PLACE, EL 44.0' / PLANTING SCHEDULE AND DETAIL, EL 44.0' INTENDED AREA. GEOTEXTILE FABRIC SHALL BE GT'F130EX, TYPAR 3401,GTF150EX,OR 11. ANY UPROOTED TREES,ETC. SHALL BE REMOVED FROM BLUFF FACE. DELIBERATE CARE 5HALL BE TTA KEN NOT TO THI5 DWG. TYPAR 3601 A5 MARKETED BY EXXON GHEMI GAL AT I-800-54-EXXON. 12. 5EE 'PLANTING 5GHEDULE', 'TYPICAL SHRUB PLANTING DETAIL, EL 42.0' `�� DISTURB ROOT BASE OF EXISTINI6 PLANTINGS EL 42.0' 1.BAGKFILLING TANKHOLE5,ETC.: 'TERRACING 5GHEDULE' AND 'TIMBER TERRACE RETAINING WALL AND BACKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE REQUIREMENTS OF THI5 SECTION. PLANTING DETAIL',THI5 DWG. EL 40.0' EL 40.0' LIKEWISE,BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOLS, 13. CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. BASEMENTS, ETC. SHALL COMPLY WITH THI5 SECTION ALSO. b. BAGKFILLING TRENCHES: EL 38.0' ''✓ EL 38.0' BAGKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,GLEAN, FRESHWATER SAND, Z EN (NEER: FREE OF SILT AND CLAY PARTIGLE5. BAGKFILLING 5HALL OCCUR IMMEDIATELY AFTER THE EL 36.0' 11 EL 36.0' LINE OR CONDUIT 15 IN PLACE TO PRECLUDE GAVING OF THE TRENCH SIDES. PRIOR TO _ ___ OF NF INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF 5AND 5HALL BE PROVIDED. EL 34.0' EL 34.0' C;j p.EY q. AREA5 OUT510E THE PAVING SHALL BE FILLED AND GOMPAGTED A5 NEGE55ARY WITH 501L * GOMPLYING WITH THI5 SECTION. EXCEPT THE TOP 6 INCHES SHALL BE NATIVE TOP501L SUITABLE FOR GRASS. AREAS REQUIRING GUT SHALL AL50 BE PROVIDED WITH 6 INCHES I EL 32.0' x OF NATIVE TOP501L FOR GRASS. FIN15H GRADE FOR THESE AREAS 5HALL BE I INCH I EL 32.0' m BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF 4:1 UNLE55RE-VEGETATE D15TURBED AND EL 30.0' BARE AREAS AT CONCLUSION OF EL 30.0' OTHERH15E INDICATED ON THE 51TE OR GRADING PLAN. I �- .o 0 10. GOMPAGTION TESTING: STAIR 0ON5TRUCTION THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTINGLABORATORY TO PERFORM (1) A z EL 28.0' EL 28.0' SS I ON STANDARD PROCTOR TEST (ASTM DI551) ON THE FILL MATERIAL (OR NATIVE 501L PROCTOR 1 UND 5TURDED TEST(ASTM D1557) ON THE FILL MATERIAL (OR NATIVE 501L IF NO FILL 15 U5E0) AT LEAST I EL 2b.0' 501L EL 26.0' JEF REY T. BUTLER, P.E. 12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND (2) A NUCLEAR DENSITY z z GAUGE (ASTM D2g22 AND A5TM D3011) OR SAND CONE (ASTM D1556) TEST AT A MINIMUM Q'1 N U ( EL 24.0' z!!! EL 24.0' nJ OF THREE RANDOMLY 5ELEGTED LOCATIONS TO MEASURE THE DEGREE OF COMPACTION OF : w @ , O THE 5URFAGE 50136RADE. IF THE RESULTS FROM THII5 TEST FOR THE FILL OR NATIVE 501L z DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION 5PEGIFIEO IN THI5 SECTION,THE EL 22.0' EL 22.0' 605T OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE TE5TIN6(2) 7 WILL BE REPEATED. EL 20.0' PROP05ED BEACH 6RA55 TO BE EL 20.0' 11. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THE I PLANTED A5 INSTRUCTED IN _ O STANDARDS OF THE 5.G.D.H.5. CONTRACTOR 15 RESPONSIBLE FOR ALL INSPECTIONS AND I T PLANTING SCHEDULE, THIS DWG SIGN-OFF OF SAME. EL 18.0' ±T FROM EL Ia.o' SCOPE OF WORK W �- tri 3 z Z (� 12. CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND �i APPROX. DISTANCE TO A.H.W.M. _ ±20' EX. B.O. BLUFF STONE REVETMENT BLUFF RENOURISHMENT O � CERTIFIED A5 EMPTY PRIOR TO RELOCATION. EL Ib.o' I TERRACING OTHER THAN AT TOE OF BLUFF EL 16.0' � U 0 ~ CO W APPROX. D15TANGE TO 5.H.W. _ ±I6' f6'EXPOSED STONE UNDISTURBED SHALL BE INSTALL PER TERRACING SCHEDULE, ASND STA�BI LI ZATI ON: N �' < < Z LONG ISLAND ib o x�o 50)IL SEE 'TIMBER TERRACE RETAINING WALL AND O O = o EL 14.0' , EL 14.0' Q Z = n (Y SOUND c� PLANTING DETAIL FOR GONSTRUGTION (THIS DWG) I. CONSTRUCT PROPOSED STONE REVETMENT ±330 L.F. (±310' L.F. PLUS 2 - ±10 L.F. RETURNS) O a ? N < 0. ~ - • T.O. PROP05ED EL 12.0' I EL 12.0' CONSTRUCTION OF THE REVETMENT A5 FOLLOWS: O v O Q � STONE REVETMENT @ EL. 11.5 (+/-) TERRAwGING® TOE OF BLUFF A. THE FIRST ROW OF ARMOR STONE WILL BE INSTALLED BELOW THE EXI5TING GRADE ON A N BED OF 50-100 LB CORE STONE -1' IN DEPTH (MIN) AND UNDERLAIN WITH FILTER CLOTH. O d) ,:,y=�.,:.;:, lJJ s;;::;.: r.e � t P ? : PROP05ED STONE REVETMENT . :•; SHALL BE ±10 O.G. MIN,SEE 'TIMBER THE ARMOR STONES WILL BE INSTALLED AT THE BASE OF THE EXISTING BLUFF TWO m EL 10.0 _ _ :;„..; -�;.; w; EL 10.0' STONES DEEP AND ONE STONE HI I 3-5 TON ARMOR STONE TERRA4E RETAINING WALL AND Q (4'0 - 4.15',P STONE,TYP) s; > : :; :;>` 'a` PLANTIIR(5 DETAIL' FOR CONSTRUCTION 0 GH,A5 DEPICTED IN SECTION 'B' (5HT 3). INCLUDING THE m N O o S EL 8.0' i EL 8.0' BED OF GORE STONE,THE BASE OF THE STRUCTURE WILL EXTEND APPROXIMATELY ±6.0 - PROPOSED STONE REVETMENT SHALL NOT ' ;;>": ;,::>°-" BELOW THE GRADE® TOE OF BLUFF. Z Z z ENCROACH ON EXISTING BEACH B. THE SECOND ROW OF ARMOR STONE WILL BE INSTALLED TWO STONES DEEP AND ONE Q _ I� � Q EL 6.0 EL 6.0' STONE HIGH ON TOP OF THE 5UB-GRADE BASE DESCRIBED IN 'ITEM A' ABOVE. THE ARMOR 1m' w Q 1 TIE LINE ALONG A.HW.M. S.H.W. ® ±EL. 4.5' STONE WILL BE PLACED AND SHAPED SO THAT THE TOE OF THE SLOPE DOES NOT EXTEND ® +-EL. 4.I'ON OCT. 1,20101 + 5EAWARD OF THE EXISTING TOE OF BLUFF AND THE STRUCTURE DOES NOT ENCROACH ON Q 1 t- o EL 4.0' _ PROPOSED STONE REVETMENT, 1330 L.F. EL 4.0' ! O to O www.dignetnycli.com o EX 4 PROP. 8.0. BLUFF 0 EL. +5:7' ( 0 IL.F. PLUS 2 - _IO L.F. RETURNS) THE EXISTING BEACH. Z a L of NSW YX CITY or EL 2.0' - � EL 2.0' G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED ONE STONE DEEP AND ONE STONE &SONG I ANn www.call811.com HIGH ON TOP OF THE PARTIALLY EXP05ED BASE DESCRIBED IN ITEM B ABOVE FOR A /'�� O for other states) EXISTING TOTAL HEIGHT OF APPROXIMATELY ±6.0 ABOVE GRADE. THE BANK WILL BE GRADED AND 1� LL EL 0.0' UrID5ANDBED 8.0. ARMOR STONE® . 1.2'---' EL 0.0' THE ARMOR WILL BE SHAPED 50 THAT THE TOE OF THE SLOPE DOES NOT EXTEND O Z Fr- vvv 800-212-4480 1 811 D.O. EXCAVATION = ±EL. -0.5' SEAWARD OF THE EXI5TIN6 TOE OF BLUFF AND THE STRUCTURE DOES NOT ENCROACH ON W Z O < APPROX. 14'00 THE EXI5TING BEACH. THE STONES AND BANK WILL AGAIN BE SHAPED,GRADED AND IL O -7 (] PROP. 50-100 LB GORE STONE(10" TO 13" RIP FILLED AS NEEDED TO ENSURE A STABLE SLOPE FOR THE BLUFF FACE. W V Bylaw, excavators and contractors working in the For safety reasons, homeowners are strongly RAP) TO BE PLACED ON AND AROUND FILTER D. REVETMENT STONES AT THE FOOT OF THE PROP05ED BEACH STAIR SHALL BE PLAGED, five boroughs of New York City and Nassau and encouraged to call as well when planning any FABRIC,TO PREVENT 5GOURIN6. SHAPED AND WORKED TO CREATE 'STONE STEPS' FROM THE STAIR BASE PLATFORM TO Suffolk Counties on Long Island must contact type of digging on their property.Homeowners L15E U.5. FABRICS,P/N 05230 GRADE AT THE BOTTOM OF BLUFF. DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by 2. ALL 015TUR13ED AND BARE AREAS OF THE BLUFF FACE FROM TOP OF BLUFF TO TOE OF BLUFF �- but no more than 10 working days(excluding calling 811,the national call before you dig WILL BE PLANTED WITH APPROVED NATIVE VEGETATION. SEE PLANTING SCHEDULE AND DETAIL Z weekends and legal holidays)prior to beginning number. For excavation workcompleted on �) (THIS DWG) FOR APPROVED PLANTINGS AND PLANTING IN5TRUGTION5. THE PLANTING WILL BE any mechanized digging or excavation workto personal property, it is the contractors SEGTI ON`l B - BLUFF PROF I LE ensure underground lines are marked. responsibility--NOT the homeowner's-to contact MAINTAINED UNTIL THE VEGETATION 15 5UCGE55FULLY ESTABLISHED (MONITORED OVER 3 Excavators and contractors can also submit DigNet. Having utility lines marked priorto 5GALE: 3116" = 1'-0" GROWING SEASONS). locate requests online,through]TIC.If you do not digging is free of charge. PROPOSED BEACH STAIR, SEE DRAWING No.2 3. ALL DISTURBED AND BARE AREAS OF THE BLUFF FACE FROM TOP OF BLUFF TO 10' LANDWARD 1LLI.JJ currently use ITIC, please call 1-800-524-7603 PROP05ED BLUFF STABILIZATION AND RENOUR15HMENT (LOT I - 51MILAR), (LOT 2 - A5 5HOWN) OF REVETMENT WILL BE TERRACED PER TERRAGIN6 5GHEDULE AND DETAIL (THIS DWG). AC or more information. 4. 5EE DRAWING No.l FOR REQUIRED MATERIALS AND QUANTITIES (11-. S11FF0(�- Michael J. Domino, Presid Town Hall Annex John M. Bredemeyer III,Vice-Pru�luent �� Gym, - 54375 Route 25 Glenn Goldsmith y z P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams Telephone(631)765-1892 �l �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: �>b /'b Completed in field by: En-Consultants on behalf of CUTCHOUGE 6213, LLC, c/o STEPHANIE GUILPIN, MANAGING MEMBER requests a Wetland Permit and a Coastal Erosion Permit to construct along eroding toe of bluff approximately 165 linear feet of stone revetment (to be tied into proposed revetment to east), including a westerly 10' angled return, consisting of approximately 3 to 5-ton stone placed over 50 to 100-Ib core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand re-nourishment (including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; and establish a 4' x +/-64' wood chip path to bluff crest through the 50' wide non-disturbance buffer. Located: 6213 Oregon Road, Cutchogue. SCTM# 1000-82-2-3.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 1/ Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino '--G Goldsmith N. Krupski VG. Williams Other Cutchogue 6213 c/o Stephanie Guilpin 6213 Oregon Road,Cutchogue SCTM#: 1000-82-2-3.1 8/7/18 L' t L 4 ti .-,�•�, «F "'_ I• '�l.. . ,�-a- �� _ �fit' �,.�� '• s'• V. .ae•..! �� r " _�� ;,y 1. ,.1V -l. _ " t��, •.�: •«�; ��"t ti�. M ` ;,E gip' klo IV to '�'� i��.4 `Y�_ , l �. ....• � �_, 'tet _ `'v �'�e. a� .� �! - A� � �,.. t y • '' •'�. -.ti,;, v. •.� `� Say. '�:�.� `fie. _,-,i�"4� {`...a�� "-_ ., ca t'. �� ,"`e•'$t :� - ;�.: ,, _ - \ '. `'r ` .. y -��.1 � � _awl _��. _ ,�._ a"` � .=��+�*y', �` �'�`�;� --.�:• _ ._ - `_ �= _ � r � •�; ! _ � a, sem` -,� `_. ` `. _ - - ..\ i- moi'..�. ��.•1i`� � wy •�,�1� � -• � •.,,-��''-r'"y'��y'` �* W11�E- O e r:�. a t - •y !` `.^x ►t:.y -� - s s!+4 a"• <s�.=,tea _ •�.-' l �� „-' - A '�-K-li+' �s L• .•�--moi... r� - �1.� �. '"" "� _ a' \ Cutchogue 6213,LLC c/o Stephanie Cuilpin ' ti 6213 Oregon Road,Cutchogue SCTM#: 1000-82-2-3.1 8718 s ` n tt � 'L°\ � r , •�,:~�at�.`�. �w \ "•4`.Iw1s�A�� ..'Ye \fes.," �!�a \C�'�+n" J eF• � " ii�ll+ r d +,r ��•,;� a, \i •� �.e. .,-._ � �.. .F S�►i�:+i L4.�,.'�•+`••w�j"��•i.�..�'�h.�`,��,� ��'M L•.•��v�y�� T �pP� � w '� "�,�, `' s \, ��Y-_�"1; '� !«�•\` - ��'+S Ty�4a\Oyy�.,,, •ae.1 �*�•`� •��•+yvrir...�.� \ 4 1►*�.�� - Ilk- wkv 41 AW .`..�� k � -ham � "_,YL 1' s � �.•� wi�� +.. n� �'P ,�.d:• #`. ,tea� r '�. ;-�• t.� ` � _. � �� - +, ``. \ +�v� � a x �` � '�` 5��.`,, � .� t -.. - �. at• `r � tea^•}.-. _ �7 l CU%GUE 6213 LLC 6213 OREGON ROAD CUTCHOGUE ti r '' i «`�► 'f—�` .' 1 ` _,. _ 7►.. ,.-iN ft..- V Figure 1. Looking southwest at eroding bluff and location of proposed rock revetment to be installed along toe of bluff. .W+ _ Ne- v .-� •` X. ,.•fir» .. � - ... 34 A, '�i _ � _-... _ •' �-. ' r...--_ �s!vJ_�3 �,K f`V'�T y R. .moi - S wi �Sii{j ti • s _ v •!� �I.r '•,�- - sir' �m"rs.f;,sOi,� .�na =a.�'- Figure 2. Looking southeast at eroding bluff and location of proposed rock revetment to be installed along toe of bhiff CUTCHOGUE 6213,LLC,6213 OREGON ROAD, CUTCHOGUE fir' ,�r .s .�; '� � Y' '� � � h'� t+�y ,�•.; '': - . - - _ ♦- - _ - _ ' 'M., ly '`• = t .. iw, ~..• _ - -. •.Jam^" ¢I+T-.r"� � -. Figure 3. Looking south from Long Island Sound toward bluff face to be renourished and revegetated above proposed rock revetment to be installed along toe of bluff. 3 ,a TS FOR ML NO SEE SEC NO FORML NO SEE SEC N 0 FOR ML NO SEE SEG NO 32 0 01-U 'Sk 31 21A O 27A FOR Pc-NO F-0 FOR FCL NO SEE SEC NO SEESEC-NO —085010052 TC"Z-------LINE --- LINE 2 "NE SEE SEC NO(W Z. SEESE No'M Vd. JS NOTICE COUNTY OF SUFFOLK 1-1 OmOw SECTION NO L E Real Property Tax Service Agency Y E (21) 82 G m A E Bu Ws PROPERTY M" L�N OFFICE LOCATION: �®f S® �® MAILING ADDRESS: Town Hall Annex �® ® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) §= P Southold, NY 11971 Telephone: 631 765-1938 � �® ® Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: .June 28, 2018 .Re: Local Waterfront Coastal Consistency Review for CUTCHOGUE 6213, LLC SCTM# 1000-82-2-3.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided that: 1. In 2016, the Planning Board agreed to allow the 4' wide access path through the non- disturbance buffer on Lot 1 with the condition that Covenants and Restrictions are filed to memorialize this decision and describe the limitations of it for future landowners. 2. No existing rocks or boulders are used, moved or relocated on the beach. 3. Access to the site for construction is identified and agreed upon. Vegetative, non-structural measures are not capable of stabilizing the erosion of the bluff alone. Protection of the toe of the bluff using hardened structures is necessary. As time progresses sand loss in front of the structure may occur. Note, that the property to the east is before the Planning Board for a Conversation Subdivision. A site inspection revealed that the erosion on this property is also severe and the Planning Board has requested a bluff stabilization/erosion control plan. The request has been considered in this recommendation. Pursuant to,Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary ,i. P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., July 11, 2018 the following recommendation was made: Moved by John Stein, seconded by James Abbott, it was RESOLVED to NOT SUPPORT the application of CUTCHOGUE 6213, LLC to construct along eroding toe of bluff approx. 165 If. of stone revetment including a westerly 10' angled return, consisting of approx. 3 to 5 ton stone placed over 50-100 core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approx. 209 cy. of sand re-nourishment to be revegetated with native plantings; and establish a 4'X 64' wood chip path to bluff crest through 50 wide non-disturbance buffer. Located: 6213 Oregon Rd., Cutchogue. SCTM#82-2-3.1 Inspected by: John Stein, James Abbott The CAC does Not Support the application. Historically, the proposed project plan does not work in this area, which is a highly sensitive area extending along the entire shoreline to Orient. The CAC is adamantly against any hardening of the shoreline, as outlined in "The Starvation of Southold's Shoreline" and thoroughly and comprehensively addressed in 2014. Vote of Council: Ayes: All Motion Carried Michael J.Domino,President � Qg�FFQ(�'�O� Town Hall Annex ` John M.Bredemeyer III,Vice-President 54375 Route 25 ' P.O.Box 1179 Charles J.Sanders ti Southold,New York 11971 Glenn Goldsmith d Telephone(631) 765-1892 A.Nicholas Krupski '��Q �flR Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extens}on p Received Application: (�r��® Received Fee: $ ®®i Completed Application: �` f Incomplete: / JUN 1 5 201 SEQRA Classification: Type I_ Type 11_ Unlisted Y Lead Agency Determination: �Coordination:(date sent): �` / /� SoutLolu Tkwin /LWRP Consistency Assessme t orm Sent: b l oar of Trustees CAC Referral Sent: wi. V_ Date of Inspection: Receipt of CAC Report: Technical Review: Public Hearing Held: 1 I� Resolution: Name of Applicant Cutchogue 6213,LLC;c/o Stephanie Guilpin,Managing Member 331 West 84th Street,#4 Address New York,NY 10024 Phone Number: qL21 580-6502 Suffolk County Tax Map Number: 1000 - 82-2-3.1 Property Location:6213 Oregon 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 I Board of Trustees Apj�z_.:ation GENERAL DATA Land Area(in square feet):82,061 Area Zoning: R-80 Previous use of property: Developed-residential Intended use of property: No change Covenants and Restrictions: X yes 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 NYSDEC TW#1-4738-03536/00001 &00002 June 2,2006&January 12,2009 NYSDEC TW#1-4738-04336/00001 &00002 July 6,2011 &May 27,2014 Town Planning-Subdivision October 16,2006 Southold Wetlands#7581 June 22,2011 Southold Wetlands#8410&CEMP#8410C April 23,2014 Southold Wetlands#8514&CEMP#8514C October 22,2014 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): Construct along eroding toe of bluff approximately 165 linear feet of stone revetment(to be tied into proposed revetment to east),including a westerly 10'angled return,consisting of approximately 3 to 5-ton stone placed over 50 to 100-1b core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand renourishment(including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;and establish a 4'x+/-64'wood chip path to bluff crest through 50'wide non-disturbance buffer,all as depicted and further described on the engineering plan prepared by Jeffrey T. Butler,P.E.,P.C.,last dated June 8,2018. i Board of Trustees Applica,.ori WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To provide a comprehensive erosion control plan to stem the erosion of the bluff through toe stabilization and restore the bluff face through terracing,sand renourishment,and revegetation. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 °% Closest distance between nearest existing structure and upland edge of wetlands: > 100 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? +/- 169 cubic yards (to allow for installation of rock revetment) How much material will be filled? +/-209 cubic yards (169 cy excavated on-site soils+40 cy trucked in) Depth of which material will be removed brdeposited: +/-6 feet Proposed slope throughout the area of operations: +/- 1:1.2(typ.) Manner in which material will be removed or deposited: See detailed scope of work included on attached engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated June 8,2018. 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. Board of Trustees Appli_:ation I 1 COASTAL EROSION APPLICATION DATA Purposes of proposed activity. To provide_�a comprehensive erosion control-plan to stem the erosion of the bluff through to e'sfabiIization anR restore the bl uffface. "ugh"tdnacing;,sand. -renounshment,an revegetation._. Are wetlands present within 100 feet of the proposed activity? 1 No X Yes Does the project involve excavation or filling? No X Yes i If Yes, how much material will be excavated? +/-169 (cubic yards) (to allow for installation of rock revetment) i How much material will be filled? +/-209 (cubic yards)(I69 cy excavated on-site soils+40 cy bucked in) I j Manner in which material will be removed or deposited: See-detailed scope of work included on._._ I engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,last datd June 8,2018. P Describe the nature and extent of the environmental impacts reasonably anticipated resulting j from implementation of the project as proposed. (Use attachments if necessary) See attached narrative adressing,Chapter 275,.Chapter 11 I and Local Waterfront Revitalization Program Policy No. 4. Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 t for CUTCHOGUE 6213, LLC 6213 OREGON ROAD, CUTCHOGUE,NY SCTM#1000-82-2-3.1 Pursuant to the requirements of the covenanted conditions of approval of the "Clustered Conservation Subdivision of Oregon Landing II," Town Wetlands Permit 8410 and Coastal Erosion Management Permits 8410C were issued in 2014 to authorize implementation of an erosion control and revegetation plan for the face of the bluff. Consistent with those approvals, the bluff face was planted with Cape American beach grass (as was required for a Certificate of Occupancy to be issued for the property), but the authorized bluff terraces were not installed. Since that time, erosion of the bluff toe and bluff face has continued and most of the beach grass plantings have failed and been lost to erosion. Therefore, to protect against the installation and subsequent loss of the bluff terraces, the applicant is proposing to remediate the ongoing bluff erosion with a revised design plan that incorporates toe stabilization and seeks to simultaneously stabilize the toe and face of the bluff with a combination of structural or"hard"toe stabilization and both structural (terraces) and"soft" sand and vegetative bluff face renourishment, all in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service. 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 terracing and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The existing non-disturbance buffer adjacent to the top of the bluff will be maintained and left undisturbed. Pursuant to principles set forth by Section 275-11(B)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion. Consistent with Section 275- 11(B)(1)(b), Section 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroaching on the beach seaward of the existing bluff, causing a measurable increase in erosion at the site or adjacent properties, or resulting in any other adverse impacts on adjacent properties or natural coastal processes and resources. Further pursuant to Section 111-15, the purpose of the proposed structure and integrated erosion control remediation plan is to stem the continued denuding and loss of the bluff, which is the property's natural protective feature; and the design is 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. Page 1 of 2 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 already been demonstrated to be in sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2)the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the short-term loss of the recently planted beach grass; 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 to effectively stem the erosional trend 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 relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available.If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: Cutchogue 6213-Revetment and Stairway Project Location(describe,and attach a location map): 6211 Oregon Road,Town of Southold, Suffolk County,NY,SCTM# 1000-82-2-3.1;property is located on north side of Oregon Road,driveway(r.o.w)+/-2912'west of Duck Pond Road,maps provided. Brief Description of Proposed Action- Construct along eroding toe of bluff approximately 165 linear feet of stone revetment(to be tied into proposed revetment to east), including a westerly 10'angled return,consisting of approximately 3 to 5-ton stone placed over 50 to 100-1b core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand renourishment (including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;and establish a 4'x+/-64' wood chip path to bluff crest through 50'wide non-disturbance buffer,all as depicted and further described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated June 8,2018. Name of Applicant or Sponsor: Telephone: 212-580-6502 Cutchogue 6213,LLC c/o Stephanie Guilpin,Managing Member E-Mail: sguilpin@yahoo.com Address: 331 West 84th Street,#4 City/PO: State: Zip Code: New York NY 10024 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2.If no,continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: X 3.a.Total acreage of the site of the proposed action? 1.884 b.Total acreage to be physically disturbed? +/-0.36 c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.884 4.Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5.Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6.Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7.Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: N/A 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: N/A 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: N/A 12.a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? X X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: . H 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17 Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES X b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFO ATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Herrmann,Coastal Mgmt. Specialist Date: June 14,2018 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2.Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer.When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning / regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the / establishment of a Critical Environmental Area(CEA)? V 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient detail,identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude.Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, tll&t the rhpooyAagoard oOfresult t'in any significant adverse environmental i acts. II tltl Name of LeadA ency Da e Michael J. ominoo Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 55�`a Duck Pond Pt ��e�P��e�a4e�ydr CH !i VA, vy D o Suffolk CcuriW Hagstrom Map 45 4 10 -+2,000' PJ � - 0 4AIDDt PQ � p pg G°LD P WNWSm 0 49 2 9 m � el \ m sExAiRa o� GNP p� 1 �j n l� '" LP oPEG Arlaln i 34 N C. A\tlt D s EAST TTITUCK X94 tSON� ��`y G phi v y0 t t 96 MOOD� o : CUTCHOGUE TEhTE I A7A?l£ry \ BRCDLE C; P S `F OCU.�CH0 cb 3 ^� \ QV v Z,; v 0.° 5 - mJ b � Fp cN�' ,� //.2'no N� R 8c0.G,i k Cc _r„r�•- �, q C 0 `00� /p to m�` 1 "s•Y '` ° �a� e , tt � 8 ap` �`. Y P� F• N SS Pa 4 ys 4PEEtS �fp , °cs VILL fiE M�ter.:^ 00 GREEN o` � t1 CnS_°C 25 F CLUB \ s 9c - .i' Q �90j76 '.'.•'i'C> •.rL v� > ay TS s c Awco "r EEA y CEM' m a �� IVE W SU OLFF O r�„t :X •ir <VA o n ..,, a' - �,"; ' nV AIEW o � � "•�71iDRFH -�OFti(e„"�'” O 3 0 fP c A.yP� / a�49 W � � D OF �L / yea-'�l ,"'p;`,�?y:�,•..� 1 � j v t a s h ::EAUTRYi'µ" °` S r pL AvGN.Wil o4/PrDN PC RO of O J'C7S• :-z�°:i�c• ; �r 'yM v� nEs F 1� MATTITUC v �uLti c AIRPORT QGkcq�D 7�� nR�4m P pPm CeRn�t s*v o F7cE ,ysN CANPMRiEOLA PARK `�AV S D PSgjyo�Sr DIY Cove Mn .... 'V� Q.. y \ Afarratooka Pt �,¢ 4„zsw[] wog U dr i 9(rR XznzoQener °JACkSO QArn U sr 26 cR7WN PC. N 1100 Q_ PARK ' " ,11M(1�nr MF-W/ SUFFOLK I a A NO TH RAC Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, Stephanie Guilpin residing at 331 W 84th St., Apt. 3 (print owner of property) (mailing address) New York, NY 10024 do hereby authorize (Agent) En-Consultants to apply for permit(s)from the Southold Board of Town Trustees on my behalf. (Owner' signature) Board of Trustees Application County of Suffolk State of New York Stephanie Guilpin 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 SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. Signature SWORN TO BEFORE ME THIS l DAY OF 20 4 �4ta' _ Notary u lic p�CHEPyL MEADOWS Notary Public,State of New York 1 ';N0.;01 ME6225568 V `; 'Qualified in-Naw York County Myi Commission Expires Jul 26,2018 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORD[ The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Stephanie Guilpin (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee �— Change of Zone Coastal Erosion X Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business intetese'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/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted of (ll Signature - Print Name StOphanie ul Form TS 1 1 , , APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The 12uMose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Herrmann Rnlart F (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building __XXF — Variance Trustee Change of Zone Coastal Erosion XXX Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold9 "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagent(representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 14 day of June 2018_ Signature Print Name rt E. HerTnwn Form TS 1 c P NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Cutchogue 6213,LLC SCTM#1000-82-2-3.1 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Construct along eroding toe of bluff approximately 165 linear feet of stone revetment(to be tied into proposed revetment to east),including a westerly 10'angled return,consisting of approximately 3 to 5-ton stone placed over 50 to 100-1b core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand renourishment(including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings; and establish a 4'x+/-64'wood chip path to bluff crest through 50'wide non-disturbance buffer,all as depicted and further described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated June 8, 2018. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 6213 Oregon 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,August 15,2018 @ 5:30 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. Cutchogue 6213,LLC c/o Stephanie Guilpin,Managing Member PROPERTY OWNERS NAME: 331 West 84th Street,#4 MAILING ADDRESS: New York,NY 10024 PHONE#: 212-580-6502 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. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM#1000-82-2-1 6175 Oregon Road Robert Schreiber Cutchogue,NY 11935 SCTM#1000-82-2-3.2 331 West 84th Street,#4 Cutchogue 6291, LLC New York,NY 10024 SCTM#1000-82-2-3.4 331 West 84th Street,#4 Cutchogue 6204,LLC New York,NY 10024 SCTM#1000-82-2-3.3 331 West 84th Street,#4 Cutchogue 6278,LLC New York,NY 10024 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Hemnann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 7th day of August - ,20 18 , 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 we mailed at the United States Post Office at Southampton , that said Notices were ailed to each of said persons by (certified)(ragkWxwodc mail. Robert E.H ann Coastal Management Specialist Sworn to before me this 7th HIM H . STEPHEN S day of 'August_ ,20 18 NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 OIIAI IFI ED IN SUFFOLK COUNTY NotW Public EXPIRES AUGUST 2 . 2.O,�--j Michael J.Dom,;,.,;;Presidento�QS�EFot,�COG Town Hall Annex John M.Bredemeyer III,Vice-President 41�� yea 54375 Route 25 Glenn Goldsmith P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of CUTCHOGUE 6213, LLC, c/o STEPHANIE GUILPIN, MANAGING MEMBER COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I, Robert-E. Herrmam , residing at/dba En-Consultants 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the day of August , 2018, 1 personally posted the property known as 6213 Oregon Road, Cutchogue, Town of Southold; SLIM #1000-82-2-3.1 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,Aullust 15 2018. 1 Dated: (signature l5�worn to before me this day of) .t 20 if � KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK Xarvylic COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK CQUATY EXPIRES AlIGUST 2-/ • • s s DI=1 MW s Complete items 1,2,and 3.Also complete A. Sig! item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. cei by(Pri ted Name) C. Da of Del very ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delive ad ress di erent from item 1? Yes 1. Article Addressed to: If YES,enter delivery address below, ❑ No '"RobertSchreiber 6175 Oregon'Road ype :Cutchogue,NY 11935 I 3. SeCertrfed Mail® ❑Priority Mail Express" - _ I ❑Registered ❑Return Receipt for Merchandise J ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Numl" 0 OP Q 0114 1671 (Transfer fro--' PS Form 3811,July 2013 Domestic Return Receipt j i Postal, CE■ . o - ■ :11 " 1 5 {'tri . ® MAILPREdEilp � i Domestic Mail . PotlrielsticMail Only Irl HE=- irimmimmirmst, .n a Cerhfied Mall Fee $ Certified Matl Fee Extra Services&Fees(check box,add fee as appropriate) n $ Extra Services&Fees checkbox,add fee es ro date ❑ Return Receipt(hardcopy) $ ( aPP P y � ❑Return Receipt(electronic) $ j't P,osstmar .�'� ❑Return Receipt(hardcopy) $Vj^'i oe � � 0 ❑Return Receipt(electronic) $ (` Po4m'4rk ❑Certrfied Mall Restricted Delivery $ � � Here ❑Adult Signature Required $ (�• r 1 T E:3 ❑Certified Mail Restricted Delivery $ ! O d $ H E]Adult Signature Restricted Delivery Adult Sgnature Aequie I ` ;� PV []Adult Signature Restricted Delivery$ J- Postage C3 --I- $ l / O Postage 0 C3 \ $ ru Total P,ostaaaa.,.+c�^^------- -- $ ru Total Post a sent 1 Cutchogu (`- Sent To Cutchogue 6278,LLC e 6204,LLC S[ieef_ th O 66•eetanc 331 West 84"'Street,#4 ------ j r` 331 West 84 Street,#4 j Ciiys New York,NY 10024 - ---- New York NY 10024 I City, , ' i ostal'Servicid'm.'S- ■ ■ -CERTIFIED'IVlAIL@:REC8IPT, CERTIFIED MAIL6 RECEIPT r%- C3 masticmai ...� _ • _ (1.. �- iE RE � � U For• 0 A L •t r l Certfed Mad Fee r-1 Cerhfled Mail Fee Extra Services&Fees(check box,add fee as appropriate); r�_-''��Q�p { Extra Services&Fees(check box,add lee as eppmpdate) ❑Return Receipt(hardcopy) $ �'. / ��""a. ❑Return Receipt(hardcopy) $ i .30 f``f J� ❑Return Receipt(electronic) $ r�`� � Postmar�5 i C3 ❑Return Receipt(electronic) $ )t &, .tm8f 0 _ ❑Certified Mail Restricted Delivery $ t Here• - ,'0 ❑Certified Mail Restricted Delivery $� � G7 Here •� []Adult Signature Required $ V iii O ❑Adult Signature Required $ ��— 1 []Adult Signature Restricted Delivery$ (�- y I �} , ❑Adult Signature Restricted Delivery$ LJ Postage y O Postage a, J O ,S\ U,,_ o Total Po �� iSruru Total Por i r f/ r` SentTo' N Sent To Cutchogue 6291,LLC Streetar gu ' - I'.-------- 1 C3 Stree�an 331 West 84th Street,#4 -------- 6175 Oregon Road N Cutchogue,NY 11935 ___ __ New York,NY 10024 ------,_ I - t City,Sta --------- Sfat I NOTILE OF H 't: ARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNERS) OF RECORD: CUTCHOGUE 6213, LLC; c/o STEPHANIE GUILPIN, MANAGING MEMBER SUBJECT OF PUBLIC HEARING : For a Wetland Permit and a Coastal Erosion Permit to construct along eroding toe of bluff approximately 165 linear feet of stone revetment (to be tied into proposed revetment to east), including a westerly 10' angled return, consisting of approximately 3 to 5-ton stone placed over 50 to 100-Ib core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand re-nourishment (including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of, clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; and establish a 4' x +/-64' wood chip path to bluff crest through the 50' wide non-disturbance buffer. Located: 6213 Oregon Road, Cutchogue. SCTM# 1000-82-2-3.1 TIME & DATE OF PUBLIC HEARING : Wednesday, August 15, 2016 — at or about 5:30P.M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 , v Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town), If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 82 - 2 - 3.1 PROJECT NAME Cutchogue 6213,LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) El (c) Permit, approval, license, certification: VN Nature and extent of action: Construct along eroding toe of bluff approximately 165 linear feet of"stone revetment(to be tied into proposed revetment to east), including a westerly 10'angled return,consisting of approximately 3 to 5-ton stone placed over 50 to 100-1b core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand renourishment(including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;and establish a 4'x+/-64'wood chip path to bluff crest through 50'wide non-disturbance buffer,all as depicted and further described on the engineering plan prepared by Jeffrey T. Butler,P.E.,P.C.,last dated June 8,2018. Location of action: 6213 Oregon Road,Cutchogue Site acreage: 82,061 s.f. Present land use: Developed-Residential Present zoning classification: R-80 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: Cutchogue 6213,LLC;c/o Stephanie Guilpin,Managing Member (b) Mailing address: 331 West 84th Street,#4 New York,NY 10024 (c) Telephone number: Area Code 212-580-6502 (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 Tidal Wetlands C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ 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 111 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 III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for CUTCHOGUE 6213, LLC 6213 OREGON ROAD, CUTCHOGUE,NY SCTM#1000-82-2-3.1 Pursuant to the requirements of the covenanted conditions of approval of the "Clustered Conservation Subdivision of Oregon Landing II," Town Wetlands Permit 8410 and Coastal Erosion Management Permits 8410C were issued in 2014 to authorize implementation of an erosion control and revegetation plan for the face of the bluff. Consistent with those approvals, the bluff face was planted with Cape American beach grass (as was required for a Certificate of Occupancy to be issued for the property), but the authorized bluff terraces were not installed. Since that time, erosion of the bluff toe and bluff face has continued and most of the beach grass plantings have failed and been lost to erosion. Therefore, to protect against the installation and subsequent loss of the bluff terraces, the applicant is proposing to remediate the ongoing bluff erosion with a revised design plan that incorporates toe stabilization and seeks to simultaneously stabilize the toe and face of the bluff with a combination of structural or"hard"toe stabilization and both structural (terraces) and"soft" sand and vegetative bluff face renourishment, all in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service. 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 terracing and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The existing non-disturbance buffer adjacent to the top of the bluff will be maintained and left undisturbed. Pursuant to principles set forth by Section 275-11(B)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion. Consistent with Section 275- 11(B)(1)(b), Section 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroaching on the beach seaward of the existing bluff, causing a measurable increase in erosion at the site or adjacent properties, or resulting in any other adverse impacts on adjacent properties or natural coastal processes and resources. Further pursuant to Section 111-15, the purpose of the proposed structure and integrated erosion control remediation plan is to stem the continued denuding and loss of the bluff, which is the property's natural protective feature; and the design is 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. Page 1 of 2 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 already been demonstrated to be in sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2)the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the short-term loss of the recently planted beach grass; 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 to effectively stem the erosional trend 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 relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [—] No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes ❑ No❑ Not Applicable The proposed revetment will be installed along the existing toe of bluff and above spring high water associated with Long Island Sound and will in no way inhibit or prevent public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southolu water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLE coastal Mgmt. specialist DATE7une 14,2018 Robert E. nn Amended on 811105 EN-CONSULTANTS r June 14,2018 Town of Southold `A Board of Trustees 54375 Main Road l �; Post Office Box 1179 Southold,New York 11971 i JUN 1 5 2018 I I � I i Re: Cutchogue 6213, LLC I - 6213 Oregon Road, Cutchogue h SCTM#1000-82-2-3.1 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Three(3)Wetland Permit&Coastal Erosion Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) Land survey prepared by Nathan Taft Corwin III,Land Surveyor, last dated December 16, 2017. d) Engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated June 8,2018. 2. One(1) set of site photographs. 3. Application fee of$500.00. 4. Three(3)LWRP Consistency Assessment Forms including: a) Engineering plan described above. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. SiInne , R Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631283.6360 f 631.283.6136 www.enconsultants com environmental consulting