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HomeMy WebLinkAboutTR-8762 Glenn Goldsmith,President q S0!/rTown Hall Annex Michael J. Domino,Vice-President ,`O� Ol0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III l�[ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1750C Date: September 11, 2020 THIS CERTIFIES that removal and replacement of existing wooden portion of bluff stairway below intact portion of historically existing_concrete stairway(to remain)with a new 3'.wide x+31'long (top to bottoin)elevated timber bluff stairway,consisting of a 4' x 4' platform 3'x 19' stens 4' x 8' platform 5' x 6'Jandin and 3' x 12' stems to beach;on westerly side of property/.west of terminal stairway platform construct approximately 83 linear feet of engiineered revetment along eroding toe of bluff including+75 11 on subject property and+81 f on,westerly adjacent property to tie into proposed revetff ent to weso -comistingnf Mroximately 3-to 5-ton-stone-placed-over-5040-1004b-core-st-Gnc-t and filter cloth alongLmost easterly+23 linear feet of properfy_(to east of terminal stairway platform), strategicallyplace on grade 3 to 5 ton'storie and.50 to_100 lb core stone landward of existing fieldstone and concrete at base of bluff,• and+rest-ore bluff face by constructing terrace retaining walls and placing approximately 265 cubic yards of sand renourishment(including approximately 160 cy of on-site material excavated from toe of bluff for installation of+83' of engineered revetment and approximately 105 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings:there shall be no road construction through the bluff: At 18075 Soundview Avenue, Southold Suffolk County Tax Map#1000-51-1-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 22,2016 pursuant to which Trustees Wetland Permit#8762 Dated April 20,2016,-and Coastal Erosion Permit#8762C Dated April 20,2016 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal and replacement of existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway(to remain)with a new 3'wide x+31' long(top to bottom)elevated timber bluff stairway,consisting of a 4' x 4' platform 3' x 19' steps 4' x 8' platform 5' x 6' landing and 3' x 12' steps to beach,• on westerly side of property/west of terminal stairway platform construct approximately 83 linear feet of engineered revetment along eroding toe of bluff(including+75 11 on subject property and+8 l.f on westerly adjacent roperty to tie into proposed revetment to west) consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth; along most easterly+23 linear feet of property(to east of terminal stairway platform) strategically place on wade 3 to 5 ton stone and 50 to 100 lb core stone landward of existing fieldstone and concrete at base of bluff and restore bluff face by constructmg terrace retaining walls and placing approximately 265 cubic yards of sand renourishment(including approximately 160 cy of on-site material excavated from toe of bluff for installation of+83' of engineered revetment and approximately 105 cy of clean sand to be trucked in from an approved upland sourced to be vegetated with native plantings:there shall be no road construction through the bluff The certificate is issued to Neil&Lori Kearns owners of e afores 'd roperty. Authorized Signature Glenn Goldsmith,-P-resident �QF SU(/lTown Hall Annex Michael J.Domino,Vice-President ,`O� Ol0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III l Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 COuowm,��' ----- -------- --- ------------- BAARD-OFTOWN TRUST-�S---- --------------------------------- - -- TOWN OF SOUTHOLD DATE OF INSPECTION: INS'PECI"'ED BY'j' "_ 4 ' ..Ch-. 275-. . !H Ch. 111 .` -�I�:-,,; INSPECTION SCHEDULE Pre-corYsiJructton .ftaY.bale:linolsilt:ho,"oM/-silt curtain 1St day of construction constructed Project complete, compliance inspection -COMMENTS CERTIFICATE OF COMPLIANCE: Michael J.Domino,President �OF SOTown Hall Annex � yo John M.Bredemeyer III,Vice-President Q 54375 Route 25 h O P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 NTV BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 17, 2019 Neil and Lori Kearns 25 Central Drive Manhasset, NY 11030 RE: 18075 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-51-1-8 Dear Mr. and Mrs. Kearns: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 17, 2019: RESOLVED that the Southold Town.Board of Trustees grants the Last One-Year -- Extension to Wetland Permit#8762 and Coastal Erosion Permit#8762C,'as issued on April 20, 2016. This is not an approval from any other agency. If you have any questions, please do,not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD:dd March 19, 20'e.9 7 ! MAR 22 2019 S°,1" id Toem -- Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY. 11971 To whom it may concern: We are requesting an extension for an additional year to our two Coastal Erosion Management Permits (8762 &8762C) for our property located at 18075 Soundview Avenue, Southold that are due to expire April 20, 2019. Enclosed please find our check of $100 for the extension. Please let me know if you require any additional information or have any questions. Thank you in advance. Neil and Lori Kearns 1 Michael J.Domino,President ��0f S0Ury0 Town Hall Annex John M. Bredemeyer III,Vice-President ti0 l0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski • Telephone(631) 765-1892 Greg WilliamsIr0U O Fax(631) 765-6641 �yNT1,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 23, 2018 Neil and Lori Kearns 25 Central Drive Manhasset, NY 11030 RE: 18075 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-51-1-8 Dear Mr. and Mrs. Kearns: The following action was taken by the Southold Town Board of Trustees at their Special Meeting held on Friday, March 23, 2018: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit#8762 and Coastal Erosion Permit#8762C, as issued on April 20, 2016. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, -------- - -� ��- -- ------------ -- --Michael J.J. Domino President, Board of Trustees MJD:dd 5.. ,r r 1 February 21 , 2018 "' FEB 2 1 2018 rnvm Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 To whom it may concern: We are requesting an extension for an additional year to our two Coastal Erosion Management Permits (8762 & 8762C) for our property located at 18075.Soundview Avenue, Southold that are due to expire April 20, 2018. Enclosed please find our check of $100.00 for the extension. Please let me know if you require any additional information or have any questions. Thank you in advance. Neil and Lori Kearns 51(0 Michael J. Domino, Presidi Michael J. Domino, Presid(' O�Qoffol/r40,G Town Hall Annex John M Bredemeyer III,Vice-President yam, 54375 Route 25 Glenn Goldsmith o '� P.O. Box 1179 N Z A.Nicholas Krupski Southold,NY 11971 Greg Williams 'y ® p! Telephone(631)765-1892 411 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: NEIL AND LORI KEARNS requests a One Year Extension to Wetland Permit #8762 and Coastal Erosion Permit #8762C, as issued on April 20, 2016. Located: 18075 Soundview Avenue, Southold. SCTM# 1000-51-1-8 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement-or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams E. Cantrell D. Di Salvo Other Page 2 of 2 . � SUFF01k �: John M. Bredemeyer III, President :Foo ooG Town Hall Annex Michael J. Domino, Vice-President +��� yam' , 54375 Route 25 Glenn Goldsmith tj� ,? P.O. Box 1179 A. Nicholas Krupski `� Southold, NY 11971 Charles J. Sanders "'= 01 , c ���%ter Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1St day of construction % constructed Project complete, compliance inspection VIN? W N 4 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8762 & 8762C DATE: APRIL 20, 2016 ISSUED TO: NEIL & LORI KEARNS , PROPERTY ADDRESS: 18075 SOUNDVIEW AVE, SOUTHOLD SCTM# 1000-51-1-8 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or'CLpt6r 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 April 20 2016 and in consideration of application fee in the siiin of$500.00 paid by'Neil &Lori Kearns and subje6t To the Terms and Conditions as stated in,the Resolution, the Southold Town Board-of Trustees authorizes and permits the following: Wetland,Permit to-remove and replace existing,wooden portion of bluff stairway,below intact portion of. historically-existing concrete stairway,(toremain),with a new X wide x-+3111,long(topVto.,;bottom)elevated timber bluff stairway,consisting ofa:41cx4'platform X.x,19'steps,4?,x 84,.platform,5 ,x.6,landing,and 3'x 12'-steps to beach;_on westerly-side of property/west of terminal stairway platform,construct approximptely;83.linear feet of engineered revetment along eroding toe of bluff(including+75 1 f on subject property and+8 Lf,on westerly adjacent property to tie into proposed revetment to west), consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone"ilidfl'ite'r cloth;'along most easterly+23 linear feet of property(to east of terminal stairway platform),strategically place on grAde"S to 5 ton stone and 56 to 100'ib core stone'landward"of existing fieldftone-And concrete at base of bluff; and restore bluff face by constructing terrace retaining walls and plh6ifig approximately,265 cubic 0 yards of sand renourishment(including approximately 160 cy of on-site material excavated from toe of bluff'for installation of+83'of engineered,revetment and approximately 105 cy of clean sand W be trucked in from an approved,upland source)to be vegetatedwith native plantings; and as depicted on the site plan prepared by Jeffreff,Butler,P,E.,P.C.,lasl,dated April 11,2016 and stamped approved on April 20,2016. There shall b' no road construction throuigh 'the bluff. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, N and these Presents,to be subscribed by 4 Majority of the said Board as of this date. 10z co V NR TERMS AND CONDITIONS The Permittee Neil&Lori Kearns residing at 18075 Soundview Avenue, Southold, New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Pen-nit 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. ' I "®F so l Town Hall Annex John M.Bredemeyer III,President O� ® Michael J.Domino,Vice-President ® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Kru ski G P �► ® �® Telephone (631) 765-1892 Charles J.Sanders ®lyC®UNTd Fax(631) 765-6641 9 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (We) NEIL & LORI KEARNS The owners of record of property at: 18075 SOUNDVIEW AVENUE, SOUTHOLD SCTM#: 1000-51-1-8 in applying for a Coastal Erosion Permit for an eroeion protection structure do hereby agree to a 30-Year Maintenance program for a structure asdescribed: On westerly side of property/west of terminal stairway platform, construct approximately`83 linear-feet of engineered revetment along eroding toe of bluff(including +75 I.f. on subject propefty.and:+8 I.f:ori'westerly adjacent property to tie into proposed revetment to west), consisting of approximately 3 to 5 ton_stone placed over 50 to 100 Ib core stone and'filter cloth,' along most easterly+23 linear-feef of property(to east of terminal stairway platform), strategically place on grade 3 to 5 ton stone an4.5q to'100 Ib core stone landward of existing fieldstone and concrete at base of bluff; and restore bluff face by constructing terrace retaining walls and placing approximately 265 cubic yards of sand renourishment(including approximately 160 cy of on-site material excavated from toe of bluff for installation of+83' of engineered revetment and approximately 105 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 alien 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. Ngtani �j�g, nat a of owner of record �#L Atp ��i. - ooI,% #Joel 6.0 QUALIFIED IN N i tary Public larwreRueo NTN S ' cows.EX 5.0 0 This maintenance agreement shall only be vwdattachment 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. John M.Bredemeyer III, President �®f S0(/j�QTown Hall Annex Michael J.Domino,Vice-President l® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski ® y� Telephone(631) 765-1892 Charles J.Sanders `s®U '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#8762C Applicant/Agent: En-Consultants Permittee: Neil & Lori Kearns SCTM#: 1000-51-1-8 Project Location: 18075 Soundview Avenue, Southold Date of Resolution/Issuance: April 20, 2016 Date of Expiration: April 20, 2018 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway(to remain)with a new T wide x +31' long (top to bottom)elevated timber bluff stairway, consisting of a 4' x 4' platform, 3' x 19' steps, 4'„x 8' platform, 5' x 6' landing, and 3' x 12' steps to beach; on westerly side of property/west of terminal stairway platform, construct approximately 83 linear feet of engineered revetment along eroding toe of bluff(including +75 I.f. on subject property and +8 I.f. on westerly adjacent property to tie into proposed revetment to west), consisting of approximately 3 to 5 ton stone placed over 50 to 100 Ib core stone and filter cloth; along most easterly+23 linear feet of property(to east of terminal stairway platform), strategically place on grade 3 to 5 ton stone and 50 to 100 Ib core stone landward of existing fieldstone and concrete at base of bluff; and restore bluff face by constructing terrace retaining walls and placing approximately 265 cubic yards of sand renourishment(including approximately 160 cy of on-site material excavated from toe of bluff for installation of+83' of engineered revetment and approximately 105 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings; and as, depicted'on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated April 11, 2016 and stamped approved on April 20, 2016. There shall be no road construction through the bluff. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) 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: ?— John M. Bredemeyer III, President Board of Trustees John M.Bredemeyer III,President ���®F So(/�yQl Town Hall Annex Michael J.Domino,Vice-President ® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski ® a@ Telephone(631) 765-1892 Charles J.Sanders �lyc�UNTV Fax(631) 765-6641 BOARD OF TOWN TRUSTEES April 20, 2016 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: NEIL & LORI KEARNS 18075 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-51-1-8 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular,meeting held on Wednesday, April 20, 2016 regarding the above matter: WHEREAS, En-Consultants on behalf of NEIL & LORI KEARNS applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated January 22, 2016, and, -WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 17, 2016, March 23, 2016, and April 20, 2016, 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 NEIL & LORI KEARNS.,to remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway (to remain)with a new 3' wide x +31' long (top to bottom) elevated timber bluff stairway, consisting of a 4' x 4' platform, 3' x 19' steps;4' x 8' platform, 5' x 6' landing, and 3' x 12' steps to beach; on westerly side of property/west of terminal stairway platform, construct approximately 83 linear feet of engineered revetment along eroding toe of bluff(including +75 I.f. on subject property and +8 I.f. on westerly adjacent property to tie into proposed revetment to west), consisting of approximately 3 to 5 ton stone placed over 50 to 100 Ib core stone and filter cloth; along most easterly +23 linear feet of property(to east of terminal stairway platform),'strategically place on grade 3 to 5 ton stone and 50 to 100 Ib core stone landward of existing fieldstone and concrete at base of bluff; and restore bluff face by constructing terrace retaining walls and placing approximately 265 cubic yards of sand renourishment (including approximately 160 cy of on-site material excavated from toe of bluff for installation of+83' of engineered revetment and approximately 105 cy of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated April 11, 2016 and stamped approved on April 20, 2016. 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, John M. Bredemeyer III President, Board of Trustees 1 EX.NATURAL- APPARENT LOW WATER MARK OF :• o AREA '.'!.(Mi�}{INERY..''A • . . Has�,stiw!'_..:,' c �r D RO TY LIMIT OFT TON T� ;: .. .. . :-v.__.......:_._..._.._.. .._.._•........I .. .._...__.._.... ._...- __,,.............-:........_. �o ON 03/09/14 I►� 1V I ISLAND OXIMA F�,ONGRETE r 1 V 1 MAIN SROM: . .......... 4�b A G Q _ LONGAPPA I LONG D REMOVE CONSTRUCTION DEBRIS a o J----�T I o UN ,� �v � ENC►NEE1�D RAE / 1 s \2141 FROM BEACH(EX. NATURAL S O UND p�pDITION �yTONE ru i~ a �� 1(� 10 FIELDSTONE AND CONCRETE cY r 51) - • / ROCK N SS 43 35 E A• EME� MATERIAL TO REMAIN) APPARENT LOW WATER MARK JETTY : APPROX.LOG.OF 5EA50MAL �� 0 p ON 03/OCIA4 B ROCK I 55.48 HIGH WATER MARK 2 - f 3 TIE LINE ALONG APPARENT ON 08/25/15 �� 'x 23 ALL EX.WOOD STAIRS AND JETTY PLATFORMS TO BE REMOVED / 2 EXISTING TOE OF BLUFF I HIGH TER MARK ON 015/25/15 4 A r x{ c�u rn I ROCK �/ET AREA OF EXI5TIN16 NATURAL 4 • g 1 ) Q JETTY I I IIS'LG STOP AREA EAST OF PROP05ED REVETMENT SHALL BE PROPOSED NEIGHBORING ( PRO 5171: T) �.., REVETMENT(M SDEG x 31 0 - --a ° / I P 6 pFF- 1 R� FIELDSTONE AND CONCRETE 5TRATE6IGALLY SUPPLEMENTED WITH 3-5 TON i .� No.1-413b-04400/000011 EXISTING TOE OF BLUFF 3q x _1 - -8 C, SGT TO N1EIGHBOR MATERIAL TO REMAIN STONE BEHIND EXISTING FIELDSTONE AND CONCRETE I AND TOWN OF SOUTHOLD ; ; ;4• VARIES 6EL.3.4'-4.6') �'�`. -T yTp,1R5 I {To Go MATERIAL TO EL. 112.0'. NO EXCAVATION OR E� WETLANDS AND COASTAL 3_4 . . 11 K� - 14 EXIS p,TFORMS PROP'. STONE REVETMENT APPROX. 115 LG, APPROX LAG SEASONAL o �'`�� PROP05ED WOOD ST REMOVAL REMOVAL OF 516NIFICANT EXISTING VEGETATION . EROSION MANAGEMENT : : : •'. . - - 4b �•/ ��� -- - - -,s OVED PLUS t8 L6 SECTION PROP05ED TO CONNECT _ rRMiT�: :::4.q : 44 _ / 1B TO gE REM HIGH WATER MARK ON 08/25/15 12 [114 TO BEACH IN PLACE OF SHALL OGGUR IN THIS AREA. SUPPLEMENTAL STONE _... (...............__...... .... ............................. PERMIT No's 8620 t 86206) 5- ;j �2 = _20 TO NEIGHBORING REVETMENT(WEST),USE 3-5 I a 43,��tt a� 2.3x • EXISTING WOOD STAIR SHALL FOLLOW THE EXI5TING ANGLE OF THE BLUFF = _24 NG 5'T AND TON ARMOR STONE (4 - 4.75 Q STONE, EYP) I r�P> TO BE REMOVED (5EE BEACH FACE. FILL IN VOIDS IN SUPPLEMENTAL STONE WITH -- / / _ -2 g6 �p(Z TO REMAIN ROCK .48 t �� . / �0 3 2_4 50-100 LB CORE STONE. �o _ WAIT_ = _ e PLA M5 I STAIR PLAN ON SHE. 2) 17u- - _ =_ - - = �o PROPOSED TOE OF BLUFF JETTY '4 - X ROCK ;,• °" - _ ' _ r:;-/-a 9.0 X1.0, ry ":5- 32 ALONG EDGE OF r 2.q EXISTING TOE OF BLUFF 4- "�� - 3•q' REVETMENT(EL. f3.4') TIE LINE ALONG APPARENT o 0 0 0 4 0 r I s_ _ - - 2�__ - - � HIGH WATER MARK3?. 08/25/15 `J O O O O VARIES(fEL.3.q-415) I � � y �� •� � � '34 N EXISTING TOE OF BLUFF VARIES(fEL.4.4') tv(ON 51�RES T) 6 �; -36 N , o -8 TRH j - 36' - \ _- _ -40 _1 O PROP. REVETMENT WALL TO x5 3_g o H. +,.... 40- _ _ - _ \ o. - .p CONNECT TO NEIGHBORING %%%+• 4 1012 5GOPE OF WORK: 42� -_- _ 4�..1 REVETMENT.CONTRACTOR TO TIE PHRA�MiTEs .- 3_4 HRAGMITE5 ., -z - = 14 pO D WOOD 44 - \ \ O REVETMENTS TOGETHER TO FORM •+ , + , 4-6 -16 p.ND � 46- - -_-_- - \ \ \ � t x - ROARS D I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR TO ADSGENT - \ -42 - AN UNINTERRUPTED FACE , , + , ++ 49 4.4x _ • ao a_ x51.1/u 4z - - -44 tI1 y �- - 1 g y PROPERTIES. LOGA�T OI`t MAP: I�P • '��. \ � -•20 P= � 2.5EE FILL AND GOMPAGTION NOTES PRIOR TO ANY SITE WORK. i 52.2_ ��� 5 - -46 PROPOSED NEIGHBORING REVETI ENT i W W 22. - Ex LONG•50,195 3.CONTRA( TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. STAIR AND NOT TO SCALE 52F a8 (NI1'5DE6 THP No.1-413b-04400/00001 AND TOWN OF o 0 56� W W W - 11 - 24 ANp pLA OR REVETMENT CONTRACTOR SHALL COORDINATE RE6ARDIN6 STONE/STAIR POST LOCATION. 423 50UTHOLD WETLANDS AND COASTAL EROSION 25.5 26-0 26 TO REMAIN 4.ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE START OF 52& I MANAGEMENT PERMIT No'5 8620 4 86206) 0- 2a.o 8 NOTE: MACHINERY AGGE55 FOR PROPOSED BEACH AGGE55 STAIR EXI5TIW x 53.1 I / TW54b 12 v v / - _ 2 CONSTRUCTION(WITHIN AREA OF TOP o �OLI CONSTRUCTION 15 PROPOSED FROM BARGE O 4 -50 14 / /-- p a.REMOVE ITEMS TAGG®FOR DEMOLITION. 53.4 I /41.1 o I" LIMIT OF EXISTING WASHED OUT AREA: 16 _ 2s.i `28.9 to �� : x49 b : `.:' o0 1 g- � I b.REMOVE ALL UPROOTED DEAD VEGETATION.DEAD VEGETATION SHALL BE GUT AT rn \� � 1 4 ".'SW54.0 TW540 x50.2 jW54.b J52 APPROX. LIMIT OF SEVERELY ERODED op o ?� to q-0 TiW}o GRACE,LEAVE ROOTS BELOW GRADE. tri TW5a5 Y� PORTION OF BLUFF FACE 2 'i� - - a _ 32 r { ' --54 1 -��� - - - - 33q v' G.HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. PROPOSED COASTAL EROSION HAZARD LIME O QY 53.4 x L 56 c 2 4 6= - ) r 53.6 X36 _ ' S 26 _ - _ _ _ _ _ _ _ 1" 5. INSTALL PROP05ED BEACH ACCESS 5TAIR5 5EE 56OPE OF WORK-STAIRWAY {�SCALED FROM _ _ _ 545 _ N CONSTRUCTION AND SECTION 'B ON DWG.N0.2 FOR REQUIREMENTS AND GON5TRIIGTION. BLUFF RENOURI SHMENT. STABILIZATION, T9�� - -ss �z ➢ �� o r COA57ALERo51oMHAZARpAREq - - - - 61.3 -so PROPOSED LIMIT OF TERRACING, 5 - _ - - - _ - - �r o ,34 PFIOTO N0.55-518-83 SHEET 10 OF 4q rn 53.615 �� - �, RENOURISHMENT AND REVEGETATION 3s x32 - - _ - - IJ r r 0Q '�0.6 b00 r - _ _ . - X• 3 � e,� � 34.0 � � O b.GON5TRUGT PROPOSED ARMOR STONE REVETMENT,APPROX. t15 1_6 PLUS t8 1_6 SECTION REVE6ETATI ON AND PARTIAL BEA�GH Sg6x � 62 / OVERLAP TERRACING AND BLEND 34_- - _ - 4°-'3 \ \ \ 36 TO CONNECT TO THE PROPOSED NEIGHBORING REVETMENT(WE5T) [NY5DEG TAP NO. 54.0/ �-�� bl.b rn FILL INTO ESTABLISHED STABLE 36_ - ` 3q.lx - '� ' - - ` �o I-4138-04400/00001 AND TOWN OF 50UTHOLD WETLANDS AND COASTAL EROSION AGGE55 5TA�IR REPLACEMENT: �5'� - � --- � '� AREAS. PROVIDE A SMOOTH 38 - _ - A � � � � � _ - - -38 �, i% , _ \ - - 40 MANAGEMENT PERMIT No'5 8620 4 8620G],SEE SECTION A (THI5 DRAWING) SITUATE AT: Op x 619 i TRAN151TION FROM STABLE AREAS TO 40 _ - _ I - - 41 q - CUTCHOGUE, NY CONSTRUcr A5 FOLLOWS: AREA OF DISTURBANCE: NEWLY FILLED AREAS AND THOSE - A EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE STONE GAP STONE AND RIP RAP. 13,206 SQ.FT. .: TOWN OF SOUTHOLD 6i5 D15TURBED BY CONSTRUCTION OR 44 - ` \ \ SUFFOLK COUNTY, NEW YORK m N/O/F r N/O� _ - - - \ l (BOTTOM OF EXCAVATION = tEL.-2.1) REMOVAL5. 5EE TERRACING AND _ - ` \ \ \ rn KEVIN 6ALLA6HER s �° JM6 SCHEDULES, NOTES AND 6 - - - - - - \ \ \ \ _ - - _ -42 B. INSTALL(I) RDW OF ARMOR STONE(TOE STONE) ONE STONE DEEP AND ONE STONE HIGH, SGTM NO.: 1000-51-OI-08 ci m p,pdF0�4 / a2 ELAINE FELDIS - / rn 48- - �x� ` � \ ,D (t6 BELOW 6RADE)'A5bEPIGTED IN 5ECTION A DWG NO.i. ZONING DISTRICT: N/A APPROVED BY DETAIL o, , 5�.�. �- OF gLUFF�514 x �'x 49.1 22 - - - --44 G. INSTALL 10' - 13' RIP RAP(50-100 LB GORE STONE) LANDWARD OF TOE STONE,IS" IN USE: RESIDENTIAL 5 - ' 522 P` \\ _ - - - _ _46 DEPTH(MIN)AND UNDERLAIN WITH FILTER CLOTH-SEL 5EGTIOH'A' FEMA FLOOD ZONE= N/A �T�• EK / 623 CORM OF TRUSTEES 52 FND � ��^�-'� � - - - - - -48 D.INSTALL(I)ROW OF ARMOR STONE(GAP STONE) ONE STONE DEB'AND ONE STONE 4`� SITE DATA: EXISTING: Of SOI • K b23 �` �, rn HIGH,PLACE T.O.•STONE 0 GRADE LANDWARD OF TOE STONE)AS DEPICTED IN FJ(,PA` PATIO I SECTION 'A',TH15 DW6. AREA OF 51TE: 52,287 S.F. a m 52.8 x \ E INSTALL(3) ROWS OF ARMOR STONE ONE STONE DEEP AND ONE STONE HIGH,(ABOVE (1.200ac. TO TIE LINE) / `O DATE, Afk - 2:a �l&o53.1I // 1H54.6 GRADE)AS DEPICTED IN SECTION 'A',TH15 DWG. INCLUDING:THE BEDDING,THE BASE d- }- "' x 4q5 ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM m X COMPACTION NOTE-5: Q p00` / a9i - - -50 _ rn I � - -50 OF THE STRUCTURE WILL EXTEND APPROXIMATELY fbA'BELOW GRADE(APPROX. tEL.. � � � 3 � �P °a e � r � 53.4 x I x4a6 - -52 1.9) � 11_ SUE)GRADEF.R.153.41 12 5 `1 1 49.7f tN'SONG'WALL- 0 F. THE ARMOR STONE WILL BE INSTALLED 50 THAT THE E06E OF THE TOP LAYER OF PEOP05ED WORK SUMMARY: F- 4 XZ 6ENERAL s - `� �_ 5 - - 5a XMGO . _54 STONE WILL 51T LANDWARD OF THE BASE STONES BELOW IT. THE STRUCTURE SHALL O INSTALL PROPOSED 3 WIDE x 31 1_6 WOOD BEACH ACCESS STAIR WITH I.NOT USED - 1W545 --56 NOT ENCROACH BEYOND THE PROPOSED BOTTOM OF BLUFF(�.3A'). THE 5TONE5 LANDINGS. INSTALL PROPOSED STONE REVETMENT. INSTALL 0 2.U51%501L TEST DATA E�PO01 0 \5 a ° ` x T f - AND BANK WILL AGAIN BE SHAPED,GRADED AND FILLED AS NEEDED TO ENSURE A 9P T A.AT ITS OPTION,THE EN61NEER MAY PROVIDE 501L 50P tltr N PLEMEN AL STONE EAST OF PROPOSED REVETMENT. FILL, TERRACE T_ TEST INFORMATION TO TIE GONTRAGTOR. IF s I STY FRAME HOUSE 6A� SITE PLAN - PROPOSED WORK STABLE ARMORSTONE WALL. AND RE-VEGETATE AT THE GONGLusION OF CONSTRUCTION. RESTORE � )� � PROVIDED,THE DATA WILL INCLUDE CLASSIFICATION 1.6RADE AREA IMMEDIATELY SURROUNDING THE REVETMENT. RESTORE SURFACE ELEVATION AREAS OF BLUFF FADE LEFT VACANT DUE TO REMOVALS,DISTURBED C- (� N OF THE 501L IN ACCORDANCE WITH THE UNIFIED 501E B OF BEACH TO MATCH NEI6HBORIN6 AREAS. AREAS DUE TO CONSTRUCTION AND WASHED OUT AREAS. CLASSIFICATION SYSTEM(A5TM 024157). THE X45 iA .. ° ,,' exp 8.USE AN ESTIMATED 1160 GU.YDS OF GLEAN SANDY FILL(OBTAINED FROM EXCAVATIO''® ,�.--�.. ~►-i = O 516NIFIGANGE OF THE DATA WILL BE INTERPRETED EFL.¢.4,Q1 9 W,RE "" 2 • B.O.BLUFF)AND SUPPLEMENT W/1105 . OF CLEAN SANDY FILL OBTAINED FROM tAN ks) (N BY THE ENGINEER. t"90_ V a rn °° B.SOILS OB16NATED AS H16HLY EWAN51VE(CHI, 6ARAC �(1fTIL 20 10 O 20 40 60 APPROVED UPLAND SITE FOR THE OF RESTORING THE BLUFFS SURFACE GENER,4L NOTES m MHO,AND OH)MAY REQUIRE LIME STABILIZATION �2 265 �3b �'-E GRAPHIC SCALE 1" = 20'-0" ELEVATION TO ITS NATURAL 6RADE. U•Y(J5. CHECK WZY `p ° ALL ERODED OR 6U-LIED AREAS SHALL BE RESTORED TO THE LEVEL OF THE I OFNWORK OAND HE SHALL FAMILIARIVERZE HIMSELALL�ITH17THE INTENT OFION5 TO THE SITHESE TE (PLANS AND MAKEOR TO StAND/OR SELECTIVE REPLACEMENT WITH SUITABLE � ° � ' SOILS. SUCH SPECIAL TREATMENTS WILL BE 9 0 �c� � r p SURROUNDING NATURAL GRADE WORK AGREE WITH SAME. .. DETAILED IN THE 51TE BID DOCUMENTS IF THE C05T s ° M�1 �S 2. ALL WORK SHALL CONFORM TO THE NEH YORK STATE UNIFORM FIRE PREVENTION AND [j] EX THE WASHED OUT AREA SHALL BE RESTORED TO THE LEVEL DEPICTED IN BUILDING CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF SOIITHOLD. ^ LU 15 BID. TO BE INCLUDED IN 11f CONTRA( BASE a p -0 ° ° -? 5EGT10N A,TH15 DWG. G.SOILS DE516NATED AS HIGHLY ORGANIC(OH,OLD, ° `1 z 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS ~� o ° x www.dignetnycli.com _ O I Q q. INSTALL TERRACING AND PLANT BLUFF FAGS PER DWG Not,SEE 'FILL,RE-VEGETATION AND INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND PT)MAY REGUIRE SELEGTIVE REYLAGB1ENT a ° or F TERRAGIN6 SEQUENCE OF EVENTS NOTES FOR PROCEDURES AND REQUIREMENT5. ENGINEER SHOULD HE FAIL TO FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK,HE ENGINEER: WITH SUITABLE 5011_5. THE NEW FOR AND THE Q ~ 4. GRADINGAROUNDNEW GOMSIRLI SAND LIABL SLOPE ILITY ARISING BLEND )INTO EXISTING SLOPE. EXTENT OF TH15 TREATMENT WILL BE DETAILED IN s ° www.call811.com - u� I F TIE 51TE DOCUMENTS IF THE COST 15 TO BE �^ (for other states) Q INCLUDED IN THE CONTRAGTOR'5 BASE BID. p 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501E WITH A MINIMUM 501E PRESSURE OF 2 �( NF� .� TONS PER SOFT.AND SHALL HAVE A MINIMUM OF b'-O"OF COVER. .�P D.THE CONTRACTOR SHALL INSPECT THE 5UB 6RADE O uu�. PE 1 6 � Q tK b. DESIGN TIMBER 51RE55-DOUGLAS FIR,N10.2 GRADE FB = 825 P51,E = 1,2001000 P51. � AND NOTIFY TETE ENGINEER OF ANY CONDITIONS of NEW YORK CITY c � I 1. DO NOT SCALE DRAWINGS. WRITTEN DIMS SUPERSEDE SCALED DIMS. THE ENGINEER HAS * L� �� REQUIRING SPECIAL GON5IDERATION NOT ° ° EL.38.0. z NOT BEEN RETAINED FOR ON 517E IN5PEGTION5 AND/OR OB5ERVATION5 OF THE CONSTR. AVORE55ED IN THE 511E BID DOCUMENTS. THE a° ` x &LONG ISLAND $��-272-4480 811 - - - , ( w Q b. ALL METAL J015T HANGERS AND OTHER METAL CONNEGTOR5 REQUIRED SHALL BE"TEGO 0 EXTRA G05T OF UNANTICIPATED REMOVAL WILL BE J O ¢ CONNECTORS"OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOAD5®GONNEGTION BASED ON THE UNIT G05T5 PROJIDED WITH THE EL.36.0_ _ _ _ _ _ z LL- -_ POINTS. INSTALLATIONS SHALL BE IN STRIGT CONFORMANGE WITH MANll1FAC URER5 N cv BASE BID. TIE 605T OF UNANTICIPATED LINE SPEGIFIGATIONS AND RECOMMENDATIONS. STABILIZATION OR OTHER SPECIAL TREATMENT WILL °` �R° By law,excavators and contractors For safety reasons,homeowners are O BE NEGOTIATED. y I working in the five boroughs of New strongly encouraged to call as well EL.34.0' O >�N 9. 5TAIR5 TO COMPLY WITH NEW YORK STATE BUILDING CODE. '0,4 -3493 ' EXIS TNG RIDGE OF WASHE OUT AREA GC W. S 10 ALL LUMBER SHALL BE S i ON York City and Nassau and Suffolk when planning any type of digging on - - - - _ -..- - ^ -.- � '- F P T D TO BE II ALL P05T AND DECK HARD L BE HOT DIPPED GALVANIZED,UDN..IN AGCORDAW2 SUB GRADE PREPARATION Counties on Long Island must contact their property.Homeowners can ` SHAPED AND GRADED BLEND WITH PROPOSED WITH A5TM A153. I.4 2. NOT USED °^ DigNet, 1-800-272-4480 or 811,at contact us directly at 1-800-272-4480 EL_32.0- - - - - - - - 12. HANDRAIL5,TREADS AND PLATFORM SURFACES TO BE BUILT WITH GOMP051TE MATERIAL JEFFREY T. BUTLER, P.E. 3.NATIVE SOIL COMPACTION: ° Ieast 48 hours but no more than 10 or by calling 811,the national call /�L FILLED FOR A SMOOTH TRANSITION (TREX OR EQUAL.) A GOHE5IYE AND GOHESIDNLE55 NATIVE 501E STALL BE COMPACTED TO 95%AMD IDD% working days(excluding weekends and before you dig number.For excavation UNDI�IRBED ,` p°1PPROVE D 6Y • EL.30.0' _ _ PROVIDE GLEAN SANDY FILL OF BEACH OF THE OPTIMUM DENSITY,RE5PEGIIVELY,PRIOR TO PLACEMENT OF FILL. _ �:�. Y legal holidays)prior to beginning any work completed on personal property, , 4.FILL SELECTION AND COMPACTION: COMPATIBLE GRAIN SIZE. SEE DWG N0.2 FOR ' mechanized digging or excavation it is the contractor's responsibility-NOT :.° THE MosT Gorr EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE InED: ° INFORMATION ON TERRACING AND RE-VEGETATION. AREA OF PROP.WORK: /� T -SAND GRAVEL MIX(15 TO 3�FINES<OA2 MM AND GBR>17), ° work to ensure underground lines are the homeowner's-to contact DigNet. - ELL:28•.©' _• a rID OF TRUSTEES fRAVELY 501E(3 TO 6%FINES<002 MIM AND CBR>8), ppLE marked. Excavators and contractors Having utility lines marked prior to SEAWARD OF WASHED OUT AREA m y ,, ., ,,, -SANDY 5011_5(3 TO 6%FINES(0.02 MM AND CBR)b), can also submit locate requests online, digging is free of charge. h i, PROPOSED STONE REVETMENT APPROX 115' 1_6 PLUS ±8' :, ri' v -T 4 g9 9 9 I.INSTALL PROP.STONE REVETMENT. SEE ELL.,26.0' � L6 SECTION PROP05ED TO CONNECT TO NEIGHBORING -51LTY GRAVELY 501L5(b TO 10%FINES(0.02 MM AND CBR>b), through (TIC. If you do not currently - - - - - - - SCOPE OF WORK(THIS DWG)AND • • LL -SILTY SANDY SOILS(b TO 15%FINE5(0.02 MM AND CBR)b), e°°I use ITIC, please call 1-800-524-7603 6 REVETMENT(WEST),USE 3-5 TON ARMOR STONE(4 0 - 4.15V SECTION A "Pp // O Q/ for more information. LANDWARD OF EL.24.0' STONE EYP) I 2.ANY WASH®OUT,6ULLIED OR ERODED ?► O Z (� -CLAYEY GRAVEL SOILS(OVER 20%FINES<0,02 MM AND CER>5), ° W� 1 m AREA SHALL BE RESTORED TO THE '- WASHED OUT AREA: LEVEL DEPICTED IN SECTION A (DHC O LU CLAYEY SANDY SOIL(OVER 20%FINES<0.02 MM AND CBR>5), _. - - - - - - - - - - -�- � 6 0 � �. � ''• :< r T � 3 Q I. NO WORK REQUIRED EL.22.0' PROP05ED TIMBER TERRACE ���, ,� h+i 5.THE ENGINEER RESERVES THE RIGHT TO NAVE 501E TESTS PERFORMED TO CONFIRM THE I RETAINING WALL® TDE OF BLUFF I No•I)AND SHALL BE GRADED TO MEET z LW } OI m SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE BILL OF MATERIAL: 2. EXISTING VEGETATION SHALL REMAIN - - - - - - - - - - - SHALL BE t8' MIN FROM REVETMENT THE LEVEL OF SURROUNDING AREAS ® �, o z O Z v - } FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 95%OF THE ° r r ( � tU AND/OR NEIGHBORING LOTS. tx Q+ z O Z O OPTIMUM DENSITY. COMPACTION SHALL BE ACCOMPLI5HED AT NO LESS THAN oPTIMUM ITE FILL ACQUIRED FROM PROP, WORK IN PLACE. CONTRACTOR SHALL TAKE EiL.20.0' SEE TERRACING DETAIL z tr z Z Q I�� � 3.TERRACE AND RE-VEGETATE DISTURBED � Q z � z I K N1015TURE CONTENT UP TO 2%WETTER OPTIMUM DENSITY AND OPTIMUM N1015111RE CONTENT DELIBERATE CARE NOT TO DISTURB ' a AREAS AT CONCLUSION OF STONE a LLJ I ° E QUANTITIES RESERVED FROM: ROOT BASE OFESTABLISHED I - K REVETMENT AND STAIR GO O p-+ Q W _1_(1 >� SHALL BE A5 DETERMINED BY A5TM 0I551. NO RUBBLE.TRASH.BOULDERS.OR OTHERT _ K, •a; � NSTTZllGTION, � EXCAVATION 0 B.D. BLUFF = t1 b0 CU.YD5 EL. 18.0 G Q DEBRIS WILL BE ALLOYED AS FILL MATERIAL IN ANY 6ME. PLANTINGS. - - - - Q `t [d SEE'FILL AND RE-VEGETATION IU F- } TOTAL ESTIMATED RESERVED ON 517E FILL = 1160 GU.YDS - -i r = Z � W Lu -1 O D b.FOR UNSTABLE 5011_5 WITH LE55 THAN 250 P5F COHESION OR ULTIMATE BEARING CAPACITY I ... � I � �t -i � SEQUENCE OF EVENTS. O � � < (� OF LESS THAN 500 P5F,GEOTEXTILE FABRIG SHALL BE INSTALLED IN ALL UTILITY AND EL. 16.0' . tU NOTE: SEE 5EGT10N'B',5HT 2 FOR STAIR J Q IY z PIPING TRENCHES AND TANKH01_E5 TO REDUCE MIGRATION of FINE-GRAINED SOIL AND rn - - z v REPLACEMENT INFORMATION AND SEPARATE DISSIMILAR FILL MATERIALS.THE 6EOTEXTILE MATERIAL SHALL OVERLAP I a BLUFF AREA TO BE RE-NOl�15HED T. i O REQUIREMENTS(THIS DWG). $ O - ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12"AS NECESSARY TO COVER THE '- - ° WITH APPROXIMATELY 1265 GU.YDS.OF GLEAN SANDY FILL PROP05ED TIMBER TERRACE RETAINING WALL5 OTHER EL.14.0' : 11 e8. I '� > , ,; z �- Q- W k O # INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE 6TFI30EX,TYPAR 3401,G1fI50EX,OR TO RESTORE BLUFFS SURFACE ELEVATION. USE RESERVED FILL THAN AT TOE OF BLUFF SHALL BE INSTALLED PER - - - - - - - - - - �' < Q < N TYPNO 3601 AS MARKETED BY EXXON CHEMICAL AT I-800-54 E�ocoN TERRACING SCHEDULE AND TERRACING DIETAIL ±13 a.0'(MAX) t3' T.O. PROP.STONE REVETMENT Q Q � w 1{� T.-9. NOT USED EL.12.0' REQUIF2EFOR D ILLS NOURISHMENT. 1265 GU.YDS. - - - - - - - - - - - -.- 1 I: 0 EL. 12D (MAX) Q < 10.COMPACTION TESTING: m THE ENGINEER WILL ENGAGE AN INDEPENDENT TE51IN6 LABORATORY TO PERFORM Q)A ° a Ex tA� ON-SITE RESERVED FILL: ±160 CU.YD5. EL. 10.0' " EXISTING MEANDERING TOE OF BLUFF Q LU O N -V STANDARD PROCTOR 1157(ASTM 0I557)ON THE FILL MATERIAL(OR NATIVE 501E PROCTOR PURCHASE FILL: ±105 CU.YDS. _ I �-1 O 1 n - TEST(A5TM 01551)ON THE FILL MATERIAL(OR NATIVE 501L IF NO FILL 15 USED)AT LEAST 12 / ALL PURCHASED FILL USED SEAWARD OF T.D. BLUFF MUST BE - SHOWN ® APPROX. EL. ±4.4' (THIS LOGATIDN) Q IL - - HOURS BEFORE THE CONIRAGTOR INUTIAl15 COMPAGTIDN AND(2)A NU1GlEAR DENSITY 9 I �0� ' 6P� �-" E� LIL GAUGE(A51M 02922 AND ASTM 03017)TE SAND GONE(ASTM()A TEST ATA MINIMUM OF °���" , ®gA�N GLEAN AND OF BEACH GOMPAT15LE GRAIN 51ZE TO EXISTING 3 D: PROVIDE FILTER FABRIC AS SHOWN, � I Z a/ TNIZEE RANDOMLY SELECTED A LOCATIONS TO MEASURE THE DEGREE OF COMPACTION A MIN OF THE e e °° SAND FOUND ON 51TE AND MUST BE PURGHA5ED FROM AN EL.b.o' PROPOS® STONE REVETMENT SURFACE SUBGRADE. IF THE RESULTS FROM THIS TEST FOR THE FILL F MOTIVE 501E DO M FX i \0�O ° APPROVED UPLAND SITE. PROPERTY LINE - ENCASE GORE STONE ALL SIDES. EZA�� ���P� � �< a �, �? SHALL NOT ENCROACH BEYOND � NOT MEET OR EXCEED THE DE6REE OF COMPACTION SPECIFIED IN TH15 SECTION,THE C05T ° ° ° - L. - - -USE U.S. FABRICS,P/N 05230 - " EXISTING BUILDING EL.15.0' � ,���,/r PROPOSED TOE OF BLUFF O Z OF TESTING WILL BE DEDUCTED FROM TIE CONTRACT AMOUNT,AND THE TESTING(2)WILL BE W�� a 5TON'E QUANTITIES: - } REPEATED. CM __N\E i" " W ° 3 TO 5 TON ARMOF2 STONE = 1440 TONS NOTED LAND LINES PROP.50-100 LB GORE STONE (10' TO 13" d; f- C 13�2�,30 °� ° 50-100 LBS GORE STONE = 185 GU.YDS NOTED WATER LINES EL.4.0' iii 5EA50NA}HIGH O O 0 - RIP RAP) TO BE PLACED ON AND AROUND NOTE: FILTER FABRIC A5 NEEDED FILTER FABRIG TO PREVENT 5GOURIN6 WATER® EL.2.1 --FX a APP.HIGH HTR® ±EL.2.4' V ° EXISTING MAJOR CONTOUR EL.2.0' o '� ISO - - - - - - - - - - - - � - - - = - �.�.-r- -. ..•.: .:..•......:•.. .. .. ... ..: ° ° PLANTING ON BLUFF FACE: UNDISTURBED :APP.LOW HTR® ±EL..1.3'` O UNDISTURBED' ' a PLANT BLUFF FACE WITH NATIVE VEGETATION, INiGLUDINb BUT NOT EXISTING MINOR CONTOUR � EL.o.o - - - - SOIL � ` . � 501E PROP05ED SITE PLAN 15 BASED a A LIMITED TO BEACH GRASS AND SWITCH GRASS(SEE PLANTING J//x\�\ �7 P F/ ��E ON ORIGINAL SURVEY BY: EXISTING GRADE el. 6.0 � - • . ' .. , NATHAN TAFT CORWIN III, LAND SURVEYOR SGH. FOR ADDITIONAL SHRUB PLANTINGS) EL.-2.0' B.O. REVETMENT(TOE STONE) P.O. E30X 16 APPROXIMATE AREA = 12,104 SF - - - - - - - - - - - - - - - B.O. PROP05ED EXCAVATION . ® APPROX. t EL°-R JAME5PORT, NEW YORK 11947 SITE PLAN - DEMOLITION el = ELEVATION APPROX. t EL.2°1 PHONE: 631-727-2090 TERRACING ON BLUFF FACE: RESERVE EXCAVATED MATERIAL:FOR FILL SURVEYED: AUG. 25 2015 15 REQUIRED FOR THE PURPOSE OF STABILIZING DISTURBED 501L PHOTO KEY G "FILE 'i. 3o Is 0 30 bo a0 AND O REDUCE EROSION No JEGT I ON �A� - REVETMENT RENOUR 15HMENT PimOF I LE APPLICANT/OWNER: NEIL AND LORI KEARNS APPROXIMATE AREA = A541 5.F. APR 1 9 016 GRAPHIC SCALE 1 = 30-O SCALE: 3/16" = I'-0' � PRUNE I/8" OF LEAF AREA BUTTERR�•4GINC SCHEDULE / -� ��� www.dignetnycli.com PLANTING 5GHEDULE PROPOSED NEW SHRUB/ RETAIN NATURAL FORM 15 of NEW YORK CITY or PROPOSED 6RA55 AREA(MIX OF AMMOPHILA BREVILI6ULATA) BEACH 6RA55 2-3 BUSH PER PLANTING � TERRACE SLOPE ACGORDING TO 56H. BELOW: \ &LONG ISLAND www.ca11811.com COLUMNS PER PLANTING HOLE 12" OL MAX.WITH PANICUM VIR6ATUM) SWITCH GRASS 5611EDULE SPRAY WITH WILT-PROOF PER / 0 y (for other states) AT 2'-0" O.G., 2 6AL.CONTAINER). MF65 IN5TRUCTION5 IF FOLIAGE SLOPES OF 1:3 EXISTING 5HRUB5, IS PRESENT TERRACING TO BE INSTALLED AT SLOPES OF 1:2 SLOPES OF I:I OR GREATER 00-212-4480 1 811 TERRAGIN6 TO BE INSTALLED AT TERRACING TO BE INSTALLED AT TO REMAIN USE SHRUBS WHERE NEEDED A5 CONDITIONS ALLOW: VOL.SPACING GROUND LINE TO BE SAME A5 3'0.6.SPACING I O.G.SPACING \� PROP05M NORTHERN BAYBERRY BUSH (MORELLA PEN5YLVANICA) TO BE PLANTED _ By law,excavators and contractors working in the For safety reasons, homeowners are strongly AT A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). AT THE NURSERY EXISTING BLUFF FACE five boroughs of New York City and Nassau and encouraged to call as well when planning any AND/OR PROP05ED BEACH R05E BUSH t1RO5A VIRGINIANA) TO BE PLANTED AT A ESTABLISHED VEGETATION OR Suffolk Counties on Long Island must contact type of digging on their property.Homeowners MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). c>J :' GULLIE5 LANDWARD OF EX. STONE WALL MEANS OF STABILIZATION(PLANTED ;"�` s_.; DigNet, 1-800-272-4480 or 811,at(east 48 hours can contact us directly at 1-800-272-4480 or by AND OR PROPOSED BEACH PLUM BUSH MARITIMA) TO BE PLANTED AT IS" MIN. FOR 3 2 1 •:�_ SHALL BE FILLED AND GRADED TO THE LEVEL(PRlA but no more than 10 working days(excluding calling 811,the national call before you dig MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). PLANTS UP TO 4' y' F OF ADJACENT BLUFF FACE REINFORCE BY :.:;.: :`:::::::.... 6RA55E5 AND/OR TERRACIN6) �r,�,::•._. weekends and legal holidays)prior to beginning number. For excavation work completed on HIGH,20" MIN. FOR C:';: r tr� (SEE PLANTING DETAIL,THIS DWG) � : w•' '" TERRACING AND PLANTING W/APPROPRIATE an mechanized digging or excavation work personal property, it is the contractors MOVE BURLAP FROM TOP GF �? `�'T• NATIVE VEGETATION. Y 99 9 p PLANTS OVER 4' �'4;�=:;' Ines are marked. responsibility--NOT the homeowner's-to contact " BALL �i�-== -'•• ensure underground IHIGH b MIN �.:`.�::•�:�: , �, _•4.;:� Excavators and contractors can also submit DigNet. Having utility lines marked prior to 30PROPOSED BLUFF FADE locate requests online,through ITIC.If you do not digging is free of charge. BAGKFILL WITH TOPSOIL d PEAT currently use ITIC, please call 1-800-524-7603 M055 3:1 RATIO IBY VOLUME IN q" �� t � �V for more information. T 11-. 5HRUB PLANTING OIL LAYERS-WATER EACH LAYER UNTIL05ED BEACH 6RA55 N.T.5. SETTLED. DO NOT TAMP WOOD STAIR TO BEACH AS PROP. 3'-0" WIDE x4'":r`• J IN PLANTING b" FOR PLANTS LH'TO 4' HIGH 8" ±12' L6 BEACH STAIR TERRAONE" ^ �` ':''• �r` U5E 2x2x4NG'LOCGA TREATED STAKES W/2xb FOR PLANTS OVER 4: HIGII GGA PLANKS SECURED TO 5TAKE5(MIN 6-0"OG). tq5 INSTALL TERRACING PERPENDICULAR TO EXISTING GONG. STAIRS 8 LANDINGS TO REMAIN "- DOMWARD SLOPE, SECURE 2xb PLANKS TO (NO WORK) ±3I'PROPOSED STAIR ADJACENT PLANKS ALONG HORIZONTAL PLANE. EXISTING GONG WALL TO REMAIN PROPOSED WOOD BEACH TIMBER TERRA6E BETA I N I NC HALL EXISTING EXISTING ACCESS LANDING AND PLANTI NC DETAIL GONG STAIR GONG WALL 5'-0" WIDE X b'-0" LONG TO REMAIN TO REMAIN 6.0' SCALE: NONE EXISTING GOIZ WAI-I- PROPOSED WOOD 5TAI R TO REMAIN 3'-0" WIDE x IN' LONG 4 rn 40 ±IQ L p, x cn EXISTING GONG STAIR EXISTINGK EXISTING EXISTING NEM YORK STATE BU I LD I NC CODE TO REMAIN EXISTING EXISTING EXISTING i TO REMAIN GONG STAIR CONG RAMP GONG STAIR GONG SLAB GONG SLAB EXISTING EXISTING �Q M TO REMAIN TO REMAIN GONG 5TAIR GONG SLAB 0 o SECTION RR314 - 5TAIRWAY5 TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN V- m / 5EGTION RR314.5.5EGTION RR314.2 TREADS AND RISERS. THE MAXIMUM R15ER HEIGHT SHALL BE 8-1/4 INGHE5 (209 MM) AND THE MINIMUM TREAD DEPTH SHALL BE q INCHES (22q MM). THE R15ER HEIGHT PROP05M WOOD PLATFORM SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE PROP. WD ENTRY PLATFORM 4'-0" WIDE x 8'-0" LONG TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANE5 OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'5 LEADING • 4'-0" WIDE x 4'-0" LONG EDGE. THE WALKING SURFACE OF TREADS AND LANDINGS OF A 5TAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2-PERCENT SLOPE). THE GREATEST • BEACH STA I R PLAN R15ER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXGEED THE SMALLEST BY MORE THAN 3/8 a v EXISTING EXISTING �f O� O� 'AIO�I/ INCH (q.5 MM). THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE O SCALE: 3116" = 1'-0" GONG STAIR GONG WALL ..1G J'`l K V TO REMAIN TO REMAIN SMALLEST BY MORE THAN 3/8 INCH (q.5 MM). 5TH IR GON5TRUGTION u EL.62.0' _ EX15TING GONG WALL TO REMAIN SECTION RR315 - HANDRAILS o I. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. O 2.5TAIR CONTRACTOR TO COORDINATE STAIR SUPPORT P05T LOCATIONS W/ SECTION RR315.1 HANDRAILS. HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND _EL.600 - _ - REVETMENT CONTRACTOR. 38 INCHES 064 MM AND q(95 MM),RESPECTIVELY, MEASURED VERTICALLY FROM THE N051NG OF ('(� - - - - 3.CONSTRUCT A SET OF STAIRS APPROXIMATELY i3l'LONG WITH(1) 4'X4' THE TREADS,SHALL BE PROVIDED ON AT LEAST ONE 51DE OF STAIRWAYS. ALL REQUIRED EL.5b.0' _ z o � HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE R15ER5 LU d) ENTRY PLATFORM,3Xtiq 5TAIR,(I) 4X8 PLATFORM,(I) 5X6 BEACH FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE �'-� Q � t88' , - ACCESS LANDING,(I) 3'WXt12' L6 STAIR TO BEACH. � Q ?� EL.56.0' - - - - - - - - - EXISTING BLUFF FACE LANDWARD OF WOOD STAIR NO WORK REQUIRED NOTE: PROP05ED WOOD ENTRY PLATFORM TO MEET EXISTING CONCRETE LOWEST RISER O. THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR M f Q m (VEGETATION SURROUNDING EX. GONG. STAIR TO REMAIN UNDISTURBED) PLATFORM SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN MM < N BE U 15 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAIL. z z EL.54.0' EXIST.PL.KA '� A. MATERIALS TO USED U.O.N.(5TAIR): Q W m RET. LI z - 1. 2X12 STRINGERS • u►n`, t»Er°N°) z u2 2. 2X4 CLEATS IJ_ EL.52.0' I; >'. = w Q I _ Q 5EGTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS 5HALL BE OF ONE Q ua L ua `n - - - - - 11 •" r- 3. 4X6 POSTS OF THE FOLLOWING TYPE5 OR PROVIDE EQUIVALENT GRA5PABILITY. � O C,:�'' - EXIST.PL. Q ` RET.WALL LANDWARD OF EXISTING CONC., STAIR: < ' `�' 4. 2X4 MID RAIL Vl z '< �- EL.50.0' _I '.`:.,` > 5. 4"X6 HANDRAIL 1FORE6anu►± 1 I. NO WORK REQUIRED o I b. 2X10 TREADS TYPE I. HANDRAILS WITH A CIRCULAR GRO55 SECTION SHALL HAVE AN OUTSIDE S S a 2. EXISTING VEGETATION SHALL REMAIN IN PLACE DIAMETER OF AT LEAST I-I/4 INGHE5 (32 MM) AND NOT GREATER THAN 2 INCHES (51 -EL-43.0' CONTRACTOR SHALL TAKE DELIBERATE CARE NOT TO o Q B. MATERIALS TD BE USED U.O.N.(PLATFORMS/LANDINGS): MM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMEN51ON OF �- d I. 2Xb FLOOR JOISTS DISTURB ROOT BASE OF ESTABLISHED PLANTII?�65. g v p 2. 2X6 PLATFORM SURFACE AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN 6-1/4 INCHES (160 MM) WITH A - - - - - - - - - - •- -- - ` _ -E�: 77.7 _N � G. ALL HARDWARE TO BE GALVANIZED. MAXIMUM GRO55 5EGTION DIMENSION OF 2-1/4 INCHES (57 MM). ID. ALL LUMBER TO BE TREATED(E.G.GGA,ACQ U.O.N) EL.44.6'- _ - - - - O - TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INGHE5 (I60 MM) SHALL UrdD15TURBED z PROVIDE A GRASPABLE FINGER RECE55 AREA ON BOTH 51DE5 OF THE PROFILE. THE ENGINEER= EL.42.0' SOIL I FINGER RECE55 SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (Iq MM) MEASURED P N - - - - - -.- - - VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF ��O E4 y - - - - - - - - - - _ - - - - - I AT LEAST 5/16 INCH (8 MM) WITHIN 1/8 INCH BELOW THE WIDEST PORTION OF THE CJ e(ij O,A EL.40.0' µ PROFILE. TH15 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM) TO * �� A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INGHE5 (45 MM) BELOW THE TALLE5T PORTION r 1,. - - I PROP05ED 4'x4'WDOD PLATFORM TO � u_ � OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE � R II w MEET EXISTIN6 CONCRETE PLATFORM I ;�: 1-1/4 INGHE5 (32 MM) TO A MAXIMUM OF 2-3/4 INCHES (10 MM). EDGES SHALL HAVE A • �r z EL.36.0' MINIMUM RADIUS OF 0.01 INCH (0.25 MM). - -. - utyDlSiURBEd t 2x6 J015T5,2xb DECKING z v� • o �o� 0 3493 EL.34.0' '-..".%. SOIL (5EE GENERAL NOTES,NOA AND 10,SHT 1) o ¢ °FFssl lu EXISTING GONG.WALL STEPS AND I C1, m c :n ti LANDINGS TO REMAIN PROPOSED 4'x4'WOOD PLATFORM JEFFREY T. BUTLER, P.E. Lu _j �n UNbI5TU12HED' IV T' u� O O (� Soil. . I HANDRAIL TO GODE -PROP05ED 5TAIR5 AD EL.300' NOTE ,THISHEI u, zO zO NOTE:- _ - - - SE _I O TREADS AND PLATFORM SURFACES �LULU: J n }� To BE BUILTONWITH WREAT® -EL.23_0'_ _ _ _. . _ _.: I MOP05ED 3'xf3l' LG ~ : Z o ALL PLANTED VEGETATION . . wooD OR G �Or�TE MATERIAL TIMBER BEACH ACCESS STAIR ( <a WELL REQUIRE MONITORING P4 v Ili EL. 26.0' ffh / IPROPOSED 5HRUB5 TO BE PLANTED A5 AN PROP.5TAIR 43 8- OVER 3 GROWING SEASONS. ALTERNATE TO BEACH GRASS WHERE TO BE LOCATED il' : o CDz 6ALV.HURRICANE - Q �- CLIP5 n?.AT ALL COWJEGTIONS EL. 24.0 CONDITIONS ALLOW. SEE PLANTING SCHEDULE LANDWARD OF o o - - - - - - - - - - - AND DETAIL,THI5 DW6 EXISTING STAIR Q w 3 Q BEACH GRASS I (TO BE REMOVED) z4 > Q LU EL.22.0'T' 2-2xb TREAD5/5TEP 2x10 STRINGERS z PLANTINGS"CAL) 1 4x6 P05T5,2x4 CLEATS � � -3 < 0 z � � Q Z Q FILL, RE-VEC ETAT I ON EL.20.0' I 2xb TOP RAIL AND 2x4 MID RAIL $ d Q Q W Z -a I-II s'X12'CZA US N � AND TERRAG I NC - - - - - - - - - i i;. AREA OF PROPOSED WORK: A-+ } (� I 1� 0. a9 Ib"OL. SEQUENCE OF EVENTS NOTES: EL. Ia.o' - - - - - - _- ,_::_ ' T _ WOOD STAIR REPLACEMENT W -a O I I `...I, 1'I I, NO RE-VEGETATION OR TERRAGIN6 INSTALLATION SHALL OCCUR UNTIL ALL CONSTRUCTION 15 LX 7 EL. 16.0' I.I I I , I I 4'x8'WD PLTFRM I.S�STAIR CONSTRUCTION SCOPE OF Q � - - - - -..- - - - - - - =�. -..-.�I I+ - - ±Ib SDW6 O 121' . I I WORK,THI Z # 70 PROP05ED BEACH GRASS AND S 2 Xb GGAB Ib OG. 2.NO FI ALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF FADE. i° 1' �' "' 2. INSTALL PROPOSED MOD STAIR EL. 14.0' . . .. ....... I ,.. .. •I I' z ALTERNATE PLANTINGS T01 BE PLANTED - - - - -1 .t2A I - - REPLACEMENT. < N 3.SEE PLANTING SCHEDULE,PLANTING DETAIL,TERRACING SCHEDULE AND TIMBER TERRACE �." . �� A5 INSTRUCTED IN PLANTIIw6 SCHEDULE I I t l 3. TERRACE AND RE-VEGETATE D15TURBED Q UJ .V 2-2"XIO"GGA RETAINING WALL DETAIL,THI5 DWG. i I I I I, T.O. PLTFRM = 123' 1L O v Q I I I GIRDER 4.PROVIDE GLEAN SANDY FILL FROM AN UPLAND 50URCE (BEACH COMPATIBLE GRAIN 51ZO FOR AND DETAIL,THIS DWG - EL. 12.0' _I -. I I. - AND VACANT AREAS AT CONCLUSION OF W m POSTS To EXTEND I I THE PURP05E OF RE5TORIN6 BLUFF'S SURFACE ELEVATION TO NATURAL 6RADE. �i = (4) b"xb" GGA POSTS W/(2) 2"x10" GGA STAIR CONSTRUCTION,SEE 'FILL AND - J u i 6'-0'BELOW I I " RE-VEGETATION SEQUENCE OF EVENTS'. O - - 4 Xb CGA 5.6ULLIE5 LOW POINTS AND WASHED OUT AREAS WITHIN THE AREA OF WORK SHALL BE FILLED EL. 10.0' :; I 5xb WD BEACH 61RDERS AND 2x8 CGA JOISTS a Ib O.G., UNDISTURBED 501E(MIN) -I .o v� P05T5(TYP) AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF FADE(THE NATURAL GRADE). - - - - - - - - - -'. - - - -ACCESS PLTFRM PLACE BEACH STAIR IMMEDIATELY NOTE: SEE SECTION 'B',5HT 2 FOR STAIR a LL I IREPLACEMENT INFORMATION AND i I I I b.ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE SHALL BE TAKEN NOT EL. .0' I - I SEAWARD OF PROPOSED REVETMENT Q TO DISTURB ROOT BASE OF EXISTING PLANTS. AREAS DISTURBED BY STAIR CONSTRUCTION - - - - - - - - - - - REQUIREMENTS(THIS DWG). 1. ANY DEAD VEGETATION SHALL BE GUT a GRADE AND REMOVED FROM BLUFF FACE. AND REMOVALS(5EE DWG NO.I) SHALL BE Q I. PROP.3'-0" WIDE x Q' L6 O Z L-J I I I I LU NOTE: LEAVE ROOTS INTACT BELOW GRADE. STABILIZED BY TERRACING AND PLANTING W/ EL.b.o' '� - �i >� I I ;� - BEACH 5TAIR(BEYOND) a+ I 8. ANY UPROOTED TREES,ETC.514ALL BE REMOVED FROM BLUFF FACE. APPROPRIATE NATIVE VEGETATION. - - - - - - - - ILI - I� - - - : 0 Q q. WORK WITHIN DE516NATED AREA OF WORK,CONTRACTOR TO ATTEND TO 015TURBED,WASHED APPROX. AREA EFFECTED: 510 50.FT. EL.4.0' ,c I I EL.4 OUT AREAS WITH EXTRA CARE. - - - - - - - - - - - .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =0'- Q ___ p SEASONAL HIGH WATER a ±EL.2.T 10. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. EL.2.0' APP.HIGH WATER MARK® ±EL.2.3'EL.2.0' II. TO APPLY FILL: - - - - - L J ( I I I UNDISTURBED - - .'..:APi'.LOW WATER MP RK::•:.:.::•:.:. .: a. WORK HORIZONTALLY ACROSS BLUFF FACE,LIMIT THE WORK AREA TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME.CONTRACTOR SHALL APPLY FILL IN 12" LIFTS, Po5T5 SHALL EXTEND A EL oo' S01L I - - LLQ ._ UND� I�BED . _ _ - - - - - - - - - - - - - - - - EL.O.o- F AC E : TAMP BETWEEN LIFTS. MINIMUM OF 6.0' BELOW I 12.ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA PLANT PROPOSED UND15TURBED SOIL(IYP,U.O.N) FOR INFORMATION L1 : �� �f SEGT I O I�i B EL.-2.0' STS I R L J I I I I VEGETATION AND INSTALL TERRACING BEFORE MOVING DOWN TO THE NEXT VERTICAL REGARDING PROP. - - - - - - - - - - - - - - - - - - - SURFACE AREA. A STAIR REVETMENT DESIGN P05T5 THAT SUPPORT 5'xb' BEACH - - - - - - - - - - - - - GONSTRUGTI ON DETAIL, I I I I 13.CONTINUE PROCEDURE UNTIL PMOP05ED AREA OF WORK 15 COMPLETED. BE GH JT I R PROFILE S SECT. 'A',DYJG No.l ACCESS PLATFORM 5HALL BE DRIVEN no TO A MINIMUM OF 5'-0" BELOW MHWM, 2 NOT TO SCALE I I I APPROX. EL. -2.0' NYSDEG APPLICATION No. SCALE: 3/16" = I'-0" of 2 SURVEY OF PROPERTY ,OtJND SITUATE LONG ISLAND SOUTHOLD TOWN OF SOUTHOLD \ I I SUFFOLK COUNTY, NEW YORK APPARENT LOW WATER MARK I A I S. C. TAX No. 1000-51 -01 -08 SCALE 1 "=30' I I 1 '0 I 1 I\ AUGUST 25, 2015 N B8'43'35" E N 43 2 55.48 I 2.3 2q- j 2.4 - - TP WOOD STEPS & LANDINGS I T�TIE UNE ALONG APPA NT 25 15 �J o 'ROCK AoEA> OVER OLD BROKEN CONC. HIGH WATER MARK ON OB/ / 3.4' STEPS & LANDINGS \ I - \\ ,/ x37 WOOD STEPS Ile _K1 4. -6 . o AREA = 52,287 Sq. ft. 3 9 -10 0 N Z .4 _ (TO TIE LINE) 1 .200 ac. o 4-4 BOTTOM OF BLUE .Sp.:.;. �. . 3.4 . .MITCKS-7 Z - -14 u 419.1 44 -16 -20 -22 Q $� ��WASHOkT_ 26.0i2 46 1 118_ - _ _ - -_ 29.0.rw37. W 2 4- NOTES: 28. - 33.g - �3 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM qJ, LL EXISTING ELEVATIONS ARE SHOWN THUS: 500 coNc. w ,34 x34- EXISTING CONTOUR LINES ARE SHOWN THUS:- - - -50-- -50- - - 34. - _ � � � � � 0. 36- - - - � � i x 40.3�\\ o -36 3$- � X�= i � _\ \ � = F.FL.- FIRST FLOOR 40- -38 G.FL.- GARAGE FLOOR _ _ \ - -40 T.B. - TOP OF BULKHEAD 42 _ _ �0 41 g B.B. - BOTTOM OF BULKHEAD 44- - _ \ \ �n T.W. - TOP OF WALL 46- pLn .. B.W. - BOTTOM OF WALL 48- �m . 4$ - - 51.3\4 \7� \\ ` ,-0 - -42 50- X51 51.4x -44 52- 52.2 \\ Tpp X49 - - - -46 FOUND \ P n 49.J8 D- \ (F 49. - PIPE n \ o F Y•rf y )jZ 52.6x J Zx 53.1 I / ?!i 49. TW54.650 I 1 ; JAN 2 2 2016 } I 4 7 TW54.0- 49.6 --52 4 )z 14 .'TW54. WALL n _ aS 7W54.6 -54 }m REMAINS OF-L3--4x TW54.5 FENCE -"5fi Ii:�Y{i1 ` CONC. WALL , _ 54 5� A - - -58 f (yl 5��3.655 _ - _ _ //6 FFNG� x6 -60 PENCE c}� GNP\i x60.6 O�/"T FENCE 2j E/ x 59. -x60.0 Vt 0 F MPp 54.0( ��! / 61.6 /62 UNC PP PROS RO OF 49 54- / // _!`�'� 61.2 .I �ROS\OP j P�5 R 518N a SNE` ro 0 x 61.9 CO1111 PH0 0 No• � m )mi x 61.5 � s �mz PLA // F o� r / 4 2, FENCE / c'0 0 } 0.9,E / U, FENCE ) / } BRICK WALL / 62.3 SHED I6W' O.L. / 4.4' CONC. WALK 14.3 / T )/ x� �a NOO1, / ) PAVER PATIO m N C O 4.9 40 00 qnr °o INGROUNO POOL a Z� 3.7 W m Z ) m ) v ) 16.0 � 19� • MAS�yR ° > vo rn 5TER a uaZ 'o. } ❑ -13 Z a Pool ) O 'oZ T' z EQUIPMENT j o o<� `� t 7 O FENCE1' ; 47 �RPME NOSE 1g S GA1 2E�W b Fp 6'E. 3 4 E. § pR� ONC ' GUY L/1 F FL' 5 U, O WIRE BRICK D•3 e o°; RAGE ) U• D o o TILITY GP ) 82 2g3 1360 moa ° POLE 5.4 42 ) co 5 } 0 ty4 d, w Nt ° METAL 18 o o 41� ° SHED o Ln m o• yo� ° .° , �� m n " °F T a n n LTJ In • G m FENCE d°, t a� 0.3W. O e 1 �r d cl e1 ° dD• 1 ) v n � ° ) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF F { ) SECTION 7209 OF THE NEW YORK STATE n °' ° 44 EDUCATION LAW. l COPIES OF THIS SURVEY MAP NOT BEARING m ° THE LAND SURVEYORS INKED SEAL OR 1 EMBOSSED SEAL SHALL NOT BE CONSIDERED m UTILITY TO BE A VALID TRUE COPY. e POLE CERTIFICATIONS INDICATED HEREON SHALL RUN z ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND o I ( WIRE TO THE ASSIGNEES OF THE LENDING INSTI- � TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Q' I• FENCE THE EXISTENCE OF RIGHTS OF WAY o.7 E { ) AND/OR EASEMENTS OF RECORD, IF FENCE ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM e ) (J1 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 3 I ) N BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND Q TITLE ASSOCIATION. Id I z I _tt_FT Co �1T I �, MEAL FE Ln I L° FONND 0 Mi ARCH ° GJ Cfl I COLUMNS GATEgAS\N y Y,S. Lic. No. 50467 W z MET PL FENGE uT\L\TjP°`� 10�'��' °• °° rJ' a 3 -'�� ERHE ° "a' ✓ GO-1-z o O EN N Q WIRE Nathan ft' -Corwin III O ET AL FENCE ' " 3,485 E RGPG 21 Land Surveyor `,GNNos -E° e° a d 1Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS Jamesp;Tr Yea,,4?011947 Jamesport?'NewxY0_ 11947 i PROPOSED PARTIAL SITE PLAN FOR; � � A LIMIT OF. FtEUTON1= MM1N �ortc KCARN5 RESIDENCE 180-75 SOUNI7VIEH AVE. SOUND p+. p �STONE ____ SOUTHOLD, NY -- APPARENT LON HATER MARK S.G.T.M# 1000-51-01-0B / ON 03/09/14 s K er�Y � EXISTING TOE OF BLUFF JETi f 1 A 2 _ [ RoG< JETTY I t 'L&5To E z1�T AREA(�I 1:Xli INC NATURAL , AREA EAST of PROPOSED REVETMENT SHALL BE PwO5FJ7- SITE 5 I FIE\DSTONE AND CONCRETE E r pwy 6 of ' 5TRATE6IGALLY SUPPLEMENTED WITH 3-5 TON GT To 16F+eo049 MATERIAL TO-REMAIN REMAIN STONE BEHIND EXISTING FIELDSTONE AND CONCRETE ` �� MATERIAL TO EL. 112.0'. NO EXCAVATION OR PROP.STONE REVETMENT APPROX.IS-EP t t 15 L6, '� PROPOSED WOOD STAIR\ REMOVAL.OF 516NIFIGANT E'.X1571NG VEGETATION PLUS l LG SECTION PROP05ED TO CONNECT i APPROX.LOG.of ON 05AI_ ° TO BEACH IN PLACE OF SHALL OCCUR INTI-115 AREA. SUPPLEMENTAL STONE TO NEI6HBORIN6 REVETMENT(WEST),USE 3-5 � H1sH��MARK ON 08/25/15 A, j((j , . �q TON ARMOR STONE(4',P-4.760 STONE,TYP) _ N 085045'55" E ,`+� '�Q� �3x 23 EXI5TIN6 HOOD STAIR SHALL FOLLOW THE EXI5TING ANGLE OF THE BLUFF TO BE REMOVED(SEE BEACH FACE. FILL IN VOIDS IN SUPPLEMENTAL STONE!^8TH. RCGK rj 74 5TAIR PLAN ON 5HT.2) 50-100 Lb GORE STONE. PROP05ED TOE OF BLUFF JETTY 24 t jY ROCK E - ALONG EDGE OF z9 �-(;.A - , - EXISTING TOE OF 6LLFF i TIE LINE ALONG APPARENT A --�` ��`r✓� � �7� ���,��VARIE5 PEL.3A'-4b7 REVETMENT(EL. t3.9) i ``�� � _4�Clr OPE Or HOOK: I H16H HATER MARK xfi O8/23/15 TOE OF VARIES l3EL.4.4'1 3 �I f;E-E FALL SEAWARD OF AREA OF WORK OR TO ADJACENT PROPERTIES. rx15T11 -tV(6t151TE 6 i 2.SEE FILL AND GOMPAGTIOM NOTES MOR TO ANY SITE WORr, PROP.REVETMENT WALL TO _' -8 3.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. STAIR AND REVETMENT CONNECT TO NEIGHBORING �' '•' q 39 y w 10, - CONTRACTOR SHALL COORDINATE RE6ARDIN9 STONE/STAIR P05T LOCATION. REVETMENT.CONTRACTOR TO TIE �'�I A?P•11T S �-- - 3_4 Hi, jTEy �- - -- -1 vvOp 4.ALL DEBQ15 FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE 5TART OF CAN5TRXrION(WITHIN AREA REVETMENTS T06�ETHER TO FORM v 9b ` --_ -- � - � -- i 4 PROP WOO OF WORK,U.ONJ w w x w w -w w _ --16 AN UNINTERRUPTED FADE 4959 w w44x w : _`118 5TR`I� 5 a.REMOVE ITEMS TA66fD FOR DEMOLITION. p`�ORY'r -°� b.REMOVE ALL 9 TEP'DEAD VEGETATION.DEAD VEGETATION SHALL BE CUT AT GRADE,LEAVE ; PROPOSED NEIGHBORING REVETMENT '� W w w w w e.t 12 '— -20 5C/''I� sb; EX GONG. ROOTS BELOW GRADE. I WWW TNP Na.I-4T3S-o4400/00001 AND TOM OF Tye w w w w w v w `"'� `L� AW PLAVOW5 G.HAIL MRI5 AWAY TO APPROVED UPLAND SITE. 50I)MI-D WETLANDS AND COASTAL ER0510H - -' 2bD 26 MAIN MANAGEMENT,PERMi1T No's 8620 4 8b2OG1—may 10;_� w ��w 4D —` 2555 X a 1.O 5.INSTALL PROPOSED BEACH ACCESS STAIRS, SCOPE OF WORK-STAIRWAY GOi tSTRUGTiON AND SECTION B' ON PHO.Not FOR R ZIREMERT5 AND GON5TRUGTION. `00 LIMIT OF EXI5TIN6 WASHED OUT AREA:1 16'J w v w w �n - /���— - q 50 6.WN57 X.T PROPOSED ARMOR STONE REVETMENT,APPROX.x`75'L6 PLUS±&'L67 5EGTION TO GONNEGT TO I APPROX.LIMIT OF SEVERELY ERODED 8'- w w o Sc" p p� t' THE PROPOSED NEI6HBORING REVETMENT 4,E5T)INYSDEG THP N0.1-4138-o 4Oo/00001 AND TOWN j PORTION OF BLUFF FACE ?l Z-` w, a v D sPw�.f i - _ ___ -�2 OF 5OUTNOLD WETLAN05 AND COASTAL ER05ION MANAGEMENT PERMIT No's bb20 4 bb2OGl SEE 1 SECTION'A'(TH15 DRAWIN ) PROPOSED LIMIT OF TERRACING - - �_ - -- - - �x 1 o CONSTRUCT AS FOLLOWS: RENOURISHMENT AND REVEGETATION 33 x32 _ _ -- _- y - -- o b 3`' A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE STONE,GAP STONE AND RIP W. (BOTTOM OF OVERLAP TTfiRAGIN6 AND BLEND 3 - - -- --aos '\ _ J Q) EXCAVATION= I..-2.1') FILL INTO ESTABLISHED STABLE 35-_ - ---1x-� _ --- \ " ~�.Q _ - - r' _ B.INSTALL 0)RON OF ARMOR STONE(TOE 5TOO ONIE5TONE DEI-'AND ONE STONE HIGH,(f6'BELOW AREAS. PROVIDE A SMOOTH �� - A -� - --- \ \ f -"38 GRADE)A5 DEPICTED IN SECTION'A',DYE No.i. TRAN5ITION FROM STABLE AREAS TO G.INSTALL 10"-13°RIP RAP(50-100 L13 GORE STONE)LANDWARD OF TOE STONE,18"IN DEPTH(MIN)AND ; NEWLY FILLED AREAS AND TEASE 2' - _ \ z it IERLAIN WITH FILTER CLOTH-SEE SECTION'A' DISTURBED BY CONSTRUCTION OR �i 4 _~•_ - L D.INSTALL(1)ROW OF ARMOR STONE(GAP STONE)ONE STONE DEEP AND ONE STONE H16H,PLACE T.O. l REMOVAL5.SEE TERRAGING AND tg- - - - ^- -' \\ \ \\ `� 5TONIE 0 6RADE LANDWARD OF TOE 5TO�O AS DEPICTED IN SECTION'N,THIS". l PLANTING 50HEOULE5,NOTES AND -- - - _-,12 1 DETAILS. ��~ - -'` � \ � ` -- � ----- - - E.INSTALL(3)PLOWS OF ARMOR STONE ONE 5T0NIE DEEP AND ONE STONE HIGIi,(ABOVE 6RAL?F�A5 sii ✓ \x 491 \ _ DEPICTED IN 5E.GTION'A',THIS DWG. INGLIUDING THE BEDDING,THE BASE OF TEE STRUCTURE HILL EXTEND j0-r 2= �Op OE etiarF 214 x \\� - -- - ---44 APPROXIMATELY#�.a'BELOH GRADE(APPRUx. .-1.9) - _—r - -- -- — — 52� F. THE ARMOR STONE HILL E3E INSTALLED 50 THAT THE ED6GG OF THE TOP LAYER OF STONE HILL SIT \ \ LANDWARD OF THE BASE 5TONE5 BELOW.IT. THE STRIUGTIRE 5HALL NOT ENGROACH BEYOND THE 4`i3 PROP05W BOTTOM OF BLUFF(JEL.ZIA). TIE 5TONE5 AND BANK WILL AGAIN EIE SIPPED,6RADED AND , ) 52bx 1 FILLED AS NEEDED TO ENSURE A STABLE ARMOR STONE HAIL. 1.6RADE AREA IMMEDIATELY 5URROMIN6 THE REVETMENT. RESTORE SURFACE ELEVATION OF BEAGH TO - M } X 53! / 495 Lsab MATCH NEI6HBORIN6.AREAS. -50 O ) S.U5E AN ESTIMATED 4150.GUY05 OF GLEAN!SANDY FILL(OBTAINED FROM EXCAVATION @ B.O.BLUFF)AND 0 534 X ) [ / 44l gq� SUPPLE-Uff W/#105 CUPT.OF GLEAN SANDY FILL OBTAINED FROM AN APPROVED UPLAND 51TE FOR THE `49l[ ONGJwt��- °__ " - - RppoSE OF P.�iwD wa Ti-E BLIEF5 SURFACE ELILATION TO ITS NATURAL GRADE.ALL ERODED OR 6ULLIW �� _ �cY 1 s4 _- x GONw�h L -- --54 AREPS SFlAL1_BE RES10PED TO THE LIVEL OF TLE ROUNIDINI6 PIATUR?I GiL4Lc THE!�'�h�.H�N 0 ARI"-,4 i �� ) �x � nS45 A ' ---56 SHALL BE RESTORED TO 1}E LEVEL DEPICTED IN SECTION'A',THI5 DW9. -' q.INSTALL TERRAGIN6 AND PLANT BLUFF FACE PER 0145 No.2,515E FILL,RE-VEGETATION AND TMRAG1140 IV SEQUENCE OF EVENTS NOTES'FOR PROGEDURE5 AND REQUIREMENTS. SITE PLAN - PROPOSED WORK � . 2 20 10 0 20 40 60 6RAPHIG 5GALE I" = 20'-0" f KO(X I TMtN) l J1=TTY I � +ISI' �� STONE REVS PROPOSED - ' 5EGTlON 2ETURN (EAST) RND 8 VETMENT INGLUp1NG' 12 NNEGT TO NEI6H13ORI96' PROPOSED TO GO y ' PROPOSED ±12' R APPROX. [O�..OE E ONAi - f` 11 '�}' •' " PROP05_ED_ /-4 144 ;'''\T R MARK pN 08/25/15 1j7 c d i f 2 Tom-B G N IN J / 5 TON" I o i , 4 EX15TiN6 WO( TO BE REMO\ ROCK STAIR PLAN 1 .JETTY 4 '1R-�, 4 r TIE LIIeELAL�NC;AP,P, �R;IN- t'-5� t� 2qEXISTING TO �'- C 1 o Op .I o� VARIFS EL HIGH J�11,`kk MA-Rk"ON 08/25/15 3.lx \ i ti•h p, >P f (ON 1TE OHRAGM6TI= r + + +"t +. ;f tel. YTRC 4.4x--- 2-a PL/ i$ IN of - fib' _ --- I 26.0 ` ,HED OUT AREA: 4 6' - /m! Maim Diane From: Robert Herrmann <rerrmann@enconsultants.com> Sent: Wednesday, May 04, 2016 8:54 AM To: Cantrell, Elizabeth; DiSalvo, Diane Subject: RE: Updated Kearns project description Liz/Diane,on the updated description I sent last night, I had a parenthesis in the wrong place, so please use this one instead: Remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway(to remain) with a new 3'wide x+31'long(top to bottom)elevated timber bluff stairway, consisting of a 4'x 4' platform, 3'x 19'steps, 4'x 8'platform,5'x 6'landing, and 3'x 12"steps to beach; on westerly side of property/west of terminal stairway platform, construct approximately 83 linear feet of engineered revetment along eroding toe of bluff (including+75 Lf, on subject property and±8 Lf. on westerly adjacent property to tie into proposed revetment to west), consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth;along most easterly+23 linear feet of property(to east of terminal stairway platform),strategically place on grade 3 to 5 ton stone and 50 to 100 lb core stone landward of existing fieldstone and concrete at base of bluff;and restore bluff face by constructing terrace retaining walls and placing approximately 265 cubic yards of sand renourishment(including approximately 160 cy of on- site material excavated from toe of bluff for installation of±83'of engineered revetment and approximately 105 cy of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings, all as depicted and further described on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated April 11,2016. From: Robert Herrmann [mailto:rherrmann@enconsultants.com] Sent: Tuesday, May 03, 2016 11:13 PM To: Cantrell, Elizabeth; DiSalvo, Diane (diane.disalvoCabtown.southold.ny.us) Subject: Updated Kearns project description Below is the updated project description that correlates with the approved plans: Remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway (to remain) with a new 3' wide x +31' long (top to bottom) elevated timber bluff stairway, consisting of a 4' x 4' platform, 3' x 19' steps, 4' x 8' platform, 5' x 6' landing, and 3' x 12' steps to beach; on westerly side of property/west of terminal stairway platform, construct approximately 83 linear feet of engineered revetment along eroding toe of bluff(including +75 11. on subject property and +8 11 on westerly adjacent property to tie into proposed revetment to west), consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth; along most easterly +23 linear feet of property (to east of terminal stairway platform), strategically place on grade 3 to 5 ton stone and 50 to 100 lb core stone landward of existing fieldstone and concrete at base of bluff; and restore bluff face by constructing terrace retaining walls and placing approximately 265 cubic yards of sand renourishment (including approximately 160 cy of on-site material excavated from toe of bluff for installation of+83' of engineered revetment) and approximately 105 cy of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings, all as depicted and further described on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated April 11, 2016. Robert E.Herrmann,MEM Coastal Management Specialist En-Consultants 1 Cantrell, Elizabeth From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Monday,April 18, 2016 4:07 PM To: Cantrell, Elizabeth Subject: FW: Kearns - highlighted changes Attachments: 2016-04-18 Kearns.pdf Liz, discussed, attached is a partial site plan of the engineering plans that have been updated pursuant to Mrs. Feldis's continued discussions with Jeff Butler and Neil Kearns. Specifically,the plan design has been changed so that there will be no excavated revetment placed landward of the existing fieldstone boulders/concrete rubble but rather placed. supplementally to fortify that existing armor. The DEC has preliminarily indicated a willingness to allow us maintain that concrete material in place,so we expect this to be a feasible alternative that will both satisfy Mrs. Feldis's concerns and meet with the approval of the agencies. Full sized hard copies will be delivered to your office tomorrow morning, but for purposes of the Board's work session tonight,the partial site plan attached depicts with highlights what all has been changed. Thanks, Rob Robert E.Herrmann,MEM Coastal Management Specialist En-Consultants 1319 North Sea Road Southampton,NY 11968 Phone:631-283-6360 Fax: 631-283-6136 Email:rherrmann@enconsultants.com www.enconsultants.com 1 ;?`t 17f- John M. Bredemeyer III, Presiaent .�o�oc,UfFDtXcoG Town Hall Annex Michael J. Domino, Vice-President _� ; ..:x y� 54375 Route 25 Glenn Goldsmith s ,, s ,? P.O. Box 1179 A Nicholas Krupski �:y`'� Southold, NY 11971 Charles J. Sanders Telephone (631) 765-1892 =x7�w Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: NEI L q- L.D6�( KE'f�,e�� 46 L'oiUS(ll�f�,tl i Please be advised that your application dated Z—AW 221 2-Me has been reviewed by this Board at the regular meeting of AdRJ1, Zo, 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) '/2 Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) - - k 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: John M. Bredemeyer III, President Board of Trustees John M. Bredemeyer III,President ®��®F S® �®l Town Hall Annex Michael J.Domino,Vice-President ~ ® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski �O Telephone(631) 765-1892 Charles J.Sanders `s®UNTI'� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (We) NEIL & LORI KEARNS The owners of record of property at: 18075 SOUNDVIEW AVENUE, SOUTHOLD SCTM#: 1000-51-1-8 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: On westerly side of property/west of terminal stairway platform, construct approximately 83 linear feet of engineered revetment along eroding toe of bluff(including +75 I.f. on subject property and +8 I.f. on westerly adjacent property to tie into proposed revetment to west), consisting of approximately 3 to 5 ton stone placed over 50 to 100 Ib core stone and filter cloth; along most easterly+23 linear feet of property(to east of terminal stairway platforrim);strategically place On-grade-3-to-5 ton-stone and 50 to 100 Ib-core stone landward of existing fieldstone and concrete at base of bluff; and restore bluff face by constructing terrace retaining walls and placing approximately 265 cubic yards of sand renourishment(including approximately 160 cy of on-site material excavated from toe of bluff for installation of+83' of engineered revetment and approximately 105 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. Notarized signature of owner of record Notary Public This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. R 1 $ 2016 15 Lawrence Place AP [ Rockville Centre, New York 11570 April 18 2016 18305 Soundview Avenue Southold, New York 11971 Board of Trustees Town of Southold Box 1179 Southold, New York 11971 Dear Trustees, The Town of Southold Trustees are scheduled to make a decision regarding the Kearns' application for a permit to construct a revetment on the bluff of his property. As the adjacent homeowner to the east of the Kearns, I have expressed my concern about the potential negative impact that building a revetment could have on my property, which currently has a stable bluff that is not eroded. In response to the concerns my family expressed, Mr. Kearns modified the design and plans for the portion of the revetment that is nearest my property. I have now been assured that the natural boulders as well as the existing vegetation now in place on the east side of the Kearns' Beach access stairs will not be disturbed, and that any new rock that is added will be done in a manner that does not direct water or wave action towards my property or otherwise cause erosion to my adjacent bluff. Mr. Kearns' revised plans also state that the existing pieces of concrete rubble on the east side of his current beach access stairs will also remain in place. These pieces of concrete that are from the historical Cosden Estate stairs are so embedded in the beach and bluff that they also provide protection to the bluff and that removing them would have a negative impact. I understand Mr. Kearns desire to repair and protect his bluff, and appreciate the steps he has taken to modify his plans as described above. If Mr. Kearns moves forward with construction of the revetment, it will be very important to make sure that whomever performs the work is careful to heed the instructions in the plans not to disturb existing vegetation, rocks and concrete on the east side of the stairs, and to make sure they don't otherwise impact our adjacent property in the course of construction. In reliance upon these changes and with the assurances that the construction will be performed properly and carefully, I no longer object. Please note that I continue to be concerned about potential negative impact upon my property. By withdrawing my objection to the permit I am not waiving,any rights I may have to pursue legal remedies should my property be harmed or degraded in value as a result of the revetment or construction process. Regards, Elaine Feldis 15 Lawrence Place Rockville Centre, NY 11570 March 10, 2016 Board of Trustees Town of Southold D E C E � V P.O. Box 1179 Southold, New York 11971 (} MAR 15 2016 RE: Environmental Review SCTM 1000-51-1-8 So.it 1-ld Town Dear Trustees: The permit request for cliff revetment pending for Lori and Neil Kearns at 18095 Soundview Avenue is scheduled for consideration on March 23. We have been in contact with Neil Kearns and with the engineer from En Consultants. It is our understanding that they will be looking again at the site and taking our concerns under advisement:"We have also been in touch with another environmental consultant and am working�bn"setting up a meeting with him. We feel we need additional time to consider the potential impact of the revetment plan on our property. Consequently I am requesting a postponement of this matter from March 23. Mr. Kearns has been made aware of this request. Please advise me that you have agreed to this postponement. Sincerely, Elaine Feldis 516 536-0039 t. efeldis@yahoo.com r John M. Bredemeyer III, PresidentJFFOtk�o,. Town Hall Annex Michael J. Domino, Vice-President - _�° Gy�a 54375 Route 25 Glenn Goldsmith o 'P.O. Box 1179 A. Nicholas Krupski Southold, NY 11971 Charles J. Sanders ��,� °��' Telephone (631) 765=1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in field by: En-Consultants on behalf of NEIL & LORI KEARNS request a Wetland Permit and a Coastal Erosion Permit to remove and replace"existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway (to remain) with a new T wide by±31' long (top to bottom) elevated timber bluff stairway consisting of a 4'x4' platform, 3'x19' steps, 4'x8' platform, 5'x6'-landing, and 3'x12' steps to beach;-remove existing concrete debris from beach; construct along eroding toe of bluff approximately 99 linear feet of stone revetment, including ±12' easterly return, consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand re-nourishment (including approximately 234 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 50 cubic yards of clean sand to be trucked in from an approved upland source); and to be vegetated with native plantings. Located: 18075 Soundview Avenue, Southold. SCTM# 1000-51-1-8 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2._ Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100,feet Public Notice of Hearing Card Posted: Y / N Ch. 275 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: Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders Other Page 1 of 2 John M. Bredemeyer III, PresidentO��SUFF01�o Town Hall Annex Michael J. Domino, Vice President � y� 54375 Route 25 Glenn Goldsmith o o4 P.O. Box 1179 ,A. Nicholas Krupski o Southold, NY 11971 Charles J. Sanders yl Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: En-Consultants on behalf of NEIL & LORI KEARNS request a Wetland Permit and a Coastal Erosion Permit to remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway (to remain) with a new T wide by±31' long (top to bottom) elevated timber bluff stairway consisting of a 4'x4' platform, 3'x19' steps, 4'x8' platform, 5'x6' landing, and 3'x12' steps to beach; remove existing concrete debris from beach; construct along eroding toe of bluff approximately 99 linear feet of stone revetment, including ±12' easterly return, consisting of approximately 3 to 5 ton.stone placed over 50 to 100 . ,pound core stone and filter cloth; and restore bluff face by constructing_terrace retaining walls and placing approximately 284 cubic yards of sand re-nourishment (including approximately 234 cubic yards,of on-site material excavated from toe of bluff for revetment installation and approximately 50 cubic yards of clean sand to be trucked in from an approved upland source); and to be vegetated with native plantings. Located:' 18075 Soundview Avenue, Southold. SCTM# 1000-51-1-8 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water'recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: �E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 -,ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and, protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session,Notes Application'Complete, SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 0 lK� Town Hall Annex John M Bredemeyer III, President t�g�FFO( Michael J. Domino, Vice-President ���� �Gy54375 Route 25 Glenn Goldsmith o P.O. Box 1179 A. Nicholas Krupski o Southold, NY 11971 Charles J Sanders Telephone (631) 765-1892 �7 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: �J V� Completed in field by: s c En-Consultants on behalf of NEIL & LORI KEARNS request a Wetland Permit and a Coastal Erosion Permit to remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway (to remain) with a new T wide by±31' long (top to bottom) elevated timber bluff stairway consisting of a 4'x4' platform, 3'x19' steps, 4'x8' platform, 5'x6' landing, and 3'x12' steps to beach; remove existing concrete debris from beach; construct along eroding toe of bluff approximately 99 linear feet of stone revetment, including ±12' easterly return, consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand re-nourishment (including approximately 234 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 50 cubic yards of clean sand to be trucked in from an approved upland source); and to be vegetated with native plantings. Located: 18075 Soundview Avenue, Southold. SCTM# 1000-51-1-8 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: Ylc Present were: J. -Bredemeyer ` M. Domino / G. Goldsmith / N. Krupski C. Sanders Other Page 1 of 2 John M. Bredemeyer III, President t%,w (ke, Town Hall Annex Michael J. Domino, Vice-President 54375 Route 25 Glenn Goldsmith o '` P O. Box 1179 A. Nicholas Krupski o ® Southold, NY 11971 Charles J. Sanders �p�� Telephone (631) 765-1892 _ Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: �'1 �' Completed in Work Session by: d ��Ag En-Consultants on behalf of NEIL & LORI KEARNS request a Wetland Permit and a Coastal Erosion Permit to remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway (to remain) with a new 3' wide by ±31' long (top to bottom) elevated timber bluff stairway consisting of a 4'x4' platform, 3'x19' steps, 4'x8' platform, 5'x6' landing, and 3'x12' steps to beach; remove existing concrete debris from beach; construct along eroding toe of bluff approximately 99 linear feet of stone revetment, including ±12' easterly return, consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand re-nourishment (including approximately 234 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 50 cubic yards of clean sand to be trucked in from an approved upland source); and to be vegetated with native plantings. Located: 18075 Soundview Avenue, Southold. SCTM# 1000-51-1-8 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=*' A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes,adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D, :525% Expansion/Calcula ' n Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: 'T gl-L2 � Present: Bredemeyer, M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 15 Lawrence Place Rockville Centre, NY 11570 February 11, 2016 ELE Board of Trustees L Town of Southold P.O. Box 1179 Southold, New York 11971 FEB" 1 6 2016 RE: Environmental Review SCTM 1000-51-1-8 Soutltcid Town Dear Trustees, Approximately 2 weeks ago I received a notice from the Board informing me of a hearing scheduled for February 17, 2016. The purpose of said hearing is to consider whether or not tn_issue,a permit for a significant work project on my neighbor's Sound front cliff on Soundview Avenue. The proposed work has the potential to adversely impact my property and I request that you postpone the hearing in order to give my family more time to review and assess the proposed work plan. This includes needing time to consult with experts about how the proposed work may impact our property and what if any adjustments might be appropriate to mitigate or minimize the potential for damage and harm to the environment and our cliff. The package of information I received is very lengthy and includes complicated drawings and plans that cannot be reasonably reviewed and analyzed prior to the scheduled meeting. Moreover, my family is in the process of requesting more information from our neighbors and from En-Consultants, the company who has developed the plan. Among the important questions that need to be answered;is what engineering analysis has been done on how the-proposed rock revetment will impact erosion on our adjacent cliff to the east located at 18195 Soundview Ave At present time,the cliff on our side of the property line is well vegetated and in very good condition.The work plan proposes to construct a rock wall, including a+/-1,2' easterly return that turns inward directly towards our cliff and beach stairs. This rock wall "return"section will most certainly direct wave action and water directly into our cliff and stairs, which are currently in very stable condition To date,we have contacted but not received a return call from En-Consultants to discuss our concerns. The less than 3 weeks notice we have been given is not enough time for us to get answers to several very important questions we have. We believe it may be necessary to consult with our own environmental engineers,which will also take time. We are asking fora postponement of the hearing to enable us to better inform ourselves, talk to our neighbors engineers, and so that we can better inform the Board about the impact, legality and reasonableness of the proposed work. We understand our neighbors desire to address the erosion on their property, and we do not believe that they would intentionally seek to cause damage to our property. However,the current plans and analysis do not appear to consider all the necessary issues, and without further analysis and discussion, may lead to damage and dispute in the future that can be avoided if we have more time new We are optimistic that with additional time we may be able to work with our neighbors, and En-Consultants, to obtain satisfactory answers, or to make adjustments to the work plan such that our concerns will be addressed and we may be able to support issuing a permit for the work. At this point however, based upon the information now available,we must oppose the plan and the permit, and ask that the hearing be postponed for at least 45 days, or as long as it takes to insure that the proposal is both reasonable, legal and appropriate. As I am currently in Rockville Centre and would have to travel to Southold for the meeting I would appreciate a telephone call notifying me of your decision to postpone the hearing as requested. I can be reached at 516 536-0039 or 516 474-7796 Thank you for your consideration of my request. ..,.6 Yours truly, ` `x = Elaine Feldis John M. Bredemeyer III, President Town Town Hall Annex Michael J. Domino, Vice-President 's �' 54375 Route 25 Glenn Goldsmith y P.O. Box 1179 A. Nicholas Krupski o� Southold, NY 11971 Charles J. Sanders Telephone (631) 765-1892 = Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in field by: 4 En-Consultants on behalf of NEIL & LORI KEARNS request a Wetland Permit and a Coastal Erosion Permit to remove and replace'existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway (to remain) with a new T wide by ±31' long (top to bottom) elevated timber bluff stairway consisting of a 4'x4' platform, 3'x19' steps, 4'x8' platform, 5'x6' landing, and 3'x12' steps to beach; remove existing concrete debris from beach; construct along eroding toe of bluff approximately 99 linear feet of stone revetment, including ±12' easterly return, consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand re-nourishment (including approximately 234 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 50 cubic yards of clean sand to be trucked in from an approved upland source); and to be vegetated with native plantings. Located: 18075 Soundview Avenue, Southold. SCTM# 1000751-1-8 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual/2: _ C" 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 n%t Setback waiver required A_V' 1't- V Part of Town Codero osed work falls under: p p SEQRA Type Ch. 275 Ch. 111 Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Survey <_ 5 years: Y/N >�llW�dY Line b `) Q�� ✓���, C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: ���Civl"�' �•e�Tiri �� r�/L f/Lfi��i eo-bG' . i j d r� Present were: Vj. Bredemeyer M. Domino G. Goldsmith ✓ N. Krupski _ �. Sanders Other Page 1 of 2 'John M. Bredemeyer III, President 4tiQ oo�� Town Hall Annex Michael J. Domino, Vice-President 54375 Route 25 Glenn Goldsmith y P:O'. Box 1179 A. Nicholas Krupski oy off, Y Southold, NY 1'1971 Charles J. SandersTelephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 4 n 9� Date/Time: l b �� Completed in Work Session by: „,b���1N�'� En-Consultants on behalf of NEIL & LORI KEARNS request a Wetland Permit and a Coastal Erosion Permit to remove and replace existing wooden,portion of bluff stairway below intact portion of historically existing concrete"stairway (to remain) with-anew 3' wide by ±31' long,(top to bottom) elevated timber bluff stairway consisting of a 4'x4' platform, 3'x19' steps, 4'x8' platform,,5'x6' landing, and 3'x12' steps'to beach; remove existing concrete debris from beach; construct along eroding toe of bluff approximately 99 linear feet of stone revetment, including ±12' easterly return, consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand re-nourishment (including approximately 234 cubic yards of on-site material excavated from toe.of bluff for revetment installation and approximately 50 cubic yards of clean sand to be trucked in from an approved upland source); and to be vegetated with native plantings. Located: 18075 Soundview Avenue, Southold. SCTM# 1000-51-1-8 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: - B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity:, I. Otherwise adversely affect the health, safety and,general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering_reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete V OA SEQRA Classification 169Confirmed Coordinated'Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: 2/M Completed By: Present: �J. Bredemeyer M. Domino G. Goldsmith N. Krupski " �2. Sanders, �ntrell D. 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'may« � � � • t' � t, / � r 4. s r` r w W7 ', =f Neil&Lori Kearns ' i � ♦ 18075 Soundview Ave.,Southold SCTM# 1000-51.1-8 1/10/16 s� t 400 ftrw y jp lot - .i i J JETTY i RF-VF ` I t 11=LV�I VINL I V KI= I + -6 TONE RE PROPO` � 0' 5EGTION �, TURN (EAST? ANp VE--MEN 14GLUDING 12 ' RING RE ,� PROP05ED ±12' R pRpp05Ep TO GONNEGT TO NEIGN� 7 5 1+8' LG ++ APPROX..1,0�,.DF-5E0*ONAi . `: o �� PROP05EDjd -5 TON" H*H WTD I'tAl pN o8/25/15 —� •� 24 T -E-AC IN _ a 'F) �i' i'J J I+ O+ - —23 2. `-_ EX15TI NO V40( r •. \ 3 . TO BE REMO\ ROCK I 55 .4- 5 2- / - 4 STAIR PLAN c . TTY _ --- - - ------_ - 4 4 �" �'RO ^'REA. - I Et i l 2.q EX15TING TO ( ,, _ - TIF 1NE�-A06hC? AFPARI7N.T„f (�' j ;,r p VARIE5 EL- HIGFH q3 � _ + I. (ON 51TE +';++t+= '' +- •�__, w ,� ,�, �— _�� -• ' PRC 2-0 1f� :t: — _ TC ,HED OUT AREA.- 1 16 ERELY ERODE 8 - cs7, b'Z $11 sFFB 1 0 2016 K T A ss � � / l / l l / s/ s / s l / / •l AOLra��M\ �/ �� +� "'tel" _ ��. ) �• + � _,` `r .., )P ��1� yyy,�,�,�,,ggqY���''' ff ~•1.:� -� �%..����gv �� •,�v } "i7" 4� + •�� .-, �., .�. 1 ~A kik/•1•�.L_ _ l��y ` e-�Zplr, •� a�. � /._ `y�,',- ..� � . •.mac' sJY7�'`.�•,,,, �'f._ AXA ice, j.• !ICA i��r _. :.a , .aye •.,�v�•'�Q 1`r" a- +i:. �pjµ'.�.''�y .►��,'y'''l13 .'F."� r. ,sr � 06.X.y�;iY .i��,k'► �� ,,1�•'"�T��. ����� 4 � �f �1�` is ,..-.al•.'Sc:-��..sh_-.--.rts �_ �l •'w,���'ta.74.ti• ,,:A �0.. ` . �' yya'� =yam t .-1, ��- � � ssj%.�✓�' 3� h�^�:: Y\' •�..r' +\ ,�'!. 1 -- ! 't.:�'"rad`. e • 1 t �) .•;� L.,�-,. +'.i�►•• � I 141f .41 i •0• MCA 4k Ir vA 14 A 17 �_ �• f.�� ,s 4 � �. .` lam, f'�t:1T L� • s'c y♦ / NEAL AND LORI KEARNS, 17975 SOUNDVIEW AVENUE, SOUTHOLD Figure 5. Looking southwest from beach at bottom of bluff,•existing fieldstone to remain;concrete debris to be removed, and existing wood platforms and stairs to be removed and replaced with new wood bluff stairway. Figure 6. Looking southwest at existing wood beach steps to be removed;at location ofproposed rock revetment along toe of bluff;and at lower portion of severely eroded bluff face to be restored with terracing,sand renourishment,and revegetation. NEAL AND LORI KEARNS, 17975 SOUNDVIEW AVENUE,SOUTHOLD �Y 4' fl WAW %*1� � Figure 7. Looking southeast from beach at location of proposed rock revetment along toe of bluff and at area of severely eroded bluff face to be restored with terracing,sand renourishment,and revegetation. ry T' Figure 8. Looking south from beach at location of proposed rock revetment along toe of bluff, and at area of severely eroded bluff face to be restored with terracing,sand renourishment,and revegetation. OTL101 tws °z Tsm SOUND ✓ PO ° / �9a•I °�� i1 T �T SEESEC.NO to ISLAND 1 0 11 G `ONS PD 70 1 6 n u is ,a +T 10 +Hcl z\ xzt usa -•.' ® OS s t x � Y5 9 to SCHD5 ,�1 .EESE.NO 1. w• a a \� ^� i� i^ ^^ afe � a1 �+iz' input ,•Atc) a�a / I 1..L i t1P w m 11) - 119 '.: / FOR PLL RU �smNo ,P11�t c aft fiURGgNOY � 9 � 12\T M ytPill S ra•T'B. ^0t w t2\0 tip e•,6 i N -PEwruc tArfOTRusT tnL a 2t� ; an i aa� n O RYn ie �SP 111t • ` ` ( \��`a`V O � r� 11�° .t• 9 W. .ems' `" 1 ��� \3• p � ",.e` y g cwa'°Ow+n'mw •:9 15 an oe,�zz°wENT�� � a w �."°.,.••1 � �t° ycm�A,uPwRsslmcT y,^ ��b'w ", N � kd ''Etq„„ s es t e ywo- •,. a 9 d .y A g- IS q T r r N ctex •, zt+ �+aA a)aa = T n o���+� SEE SEC NO I� x • J No SB ye 1 1 b • t - �^ SEESEGNO 0 '� \� P�• " b °SS—S, ® BA X15 MATCH--Z— ME- NOTICE NENOTICE COUNTY OF SUFFOLK © E tw c' SOUTROLO SECTION NO Real Property Tax Service Agency Y N �,w _ �r w.W--.-- c•w c.w•rw.m°.anY„sa M•o 051 A rwct xo 1000 rztNQ �• P PROPERTY MAP 1' EN-CONSULTANTS May 27,2016 FE r E I VVR E Town of Southold MAY 3 1 2016 Board of Trustees 54375 Main Road southold Tewn Post Office Box 1179 f T Southold,New York 11971 Attn.: Elizabeth Cantrell Re: Neil&Lori Kearns 18075 Soundview Avenue, Southold SCTM#1000-51-1-8 Dear Ms. Cantrell: Enclosed for your files is the 30-Year Maintenance for the proposed stone revetment project at the above referenced property. I hope this submittal shall enable issuance of the Wetland and Coastal Erosion permits. Thank you for your attention to this matter. Sincere y, Kim Steph Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting APR 1 9 2016 EN-CONSULTANTS --2 April 18,2016 John Bredemeyer,Chairman Board of Trustees Town of Southold P.O. Box 1179 Southold,NY 11971 Re: Neff and Lori Kearns, 18075 Soundyiew Avenue, Southold Dear Mr.Bredemeyer: As a result of continued discussions between Neil Kearns, Jeff Butler, and Elaine Feldis, the adjacent property owner to the east, the proposed revetment design has been modified as depicted on the engineering plans prepared by Jeffrey T. Butler, P.E.,P.C.,last dated April 11,2016. Specifically,as modified,the plan now shows that across the most easterly±21 feet of the property, no revetment will be excavated into the toe of the bluff landward of the existing armor consisting of natural fieldstone and concrete rubble; and no excavated, angled return will be installed adjacent to the Feldis property to the east. Instead,the existing armor material will be strategically supplemented with 3 — 5 ton stone and 50 — 100 lb. core stone placed strategically landward of the existing materials and in line with and up to the same elevation as the proposed revetment. As a result of this design change, the length of the proposed excavated revetment has been reduced to +83 linear feet,including the approximately 75 feet on the subject property and+8 feet that will extend across the westerly property line and tie into the approved Gallagher revetment to the west. The volume of renourishment material has also been modified to a total of 285 cubic yards of material, including approximately 160 cubic yards to be obtained from on-site excavation for the proposed revetment and approximately 105 cubic yards of clean sand fill to be trucked in from an approved upland source. Although we trust these changes will satisfy Mrs. Feldis's concerns and meet with the Board's approval, please let me know if you have any questions or require any additional information from us to complete your review of the application. Respe tfully yours, Robert E.Herrmann Coastal Management Specialist 1319 North Sea Road I Southampton,New Yorl<11968 1p631.283,6360lf631.283,6136 www.ejiconsultants.com environmental consulting AMEMEW f. EN-CONSULTANTS February 25,2016 John Bredemeyer, Chairman Board of Trustees Town of Southold P.O. Box 1179 Southold,NY 11971 Re: Neil and Lori Kearns, 18075 Soundview Avenue, Southold Dear Mr. Bredemeyer: As you know, the public hearing held on the captioned application on 17 February 2016 was adjourned, in part, to give the applicant and the design engineer, Jeffrey Butler, an opportunity to discuss the project and its potential impacts on the adjacent property to the west with the owners of that property, Kevin Feldis and John Feldis, Jr.. To that end, Mr. Kearns and Mr. Butler had a conference call with Kevin Feldis yesterday, and as a result of that call, Mr. Kearns has agreed at Mr. Feldis's request to retain Mr. Butler for the purpose of conducting an additional evaluation of the Feldis property in connection with the Kearns' proposed bluff restoration and stabilization project. It is my understanding that Mr. Feldis may or may not then hire his own engineer to review Mr. Butler's findings. In order to limit how many additional field inspections Mr. Butler may have to make, we would like to coordinate his visit to the Feldis property with a site inspection of the applicants' property with the Board during your next regularly scheduled field inspections. It is our hope that this meeting would provide the Board with an opportunity to discuss any other possible concerns with Mr. Butler at the site itself so that any such related issues can be discussed at the next public hearing in greater context. To that end, please confirm at your earliest convenience that you can schedule to meet with us at the property during your field inspections in March. Respectfully yours, r� ' t RAober Herrmann Coastal Management Specialist FEB 2 7 2016 t a 7 - ----- ----—--- 1319 North Sea Road Southampton,New York 11968 1 p 631283 6360 1 f 631283 6136 "a, a:: environmental consu,trng Cantrell, Elizabeth From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Tuesday, March 01, 2016 12:37 PM To: Cantrell, Elizabeth Subject: FW: Letter of permission for Kearns revetment Attachments: DOC.PDF Liz, please add this email and attached authorization form from Kevin Gallagher to the Kearns file. Thanks, Rob From: Gallagher, Kevin [mailto:kevin.gallagher(aOciti.com] Sent: Tuesday, March 01, 2016 12:24 PM To: 'Robert Herrmann' Cc: 'Neil Kearns'; 'Jeffrey T. Butler P.E.'; 'James Gallagher' Subject: RE: Letter of permission for Kearns revetment Rob, attached find a scan of the signed form. Please let me know if this works. Kevin i Kevin Gallagher 17975 Soundview Avenue Southold,NY 11971 I,Kevin Gallagher,own property known as 17975 Soundview Avenue,Southold, NY, (SCTM No.1000-51-1-7),which is located west of and adjacent to property owned by Neil and Lori Kearns. I am aware of and have no objection to the Kearns'proposal to cormect the westerly end of their proposed rock revetment to the easterly end of my proposed rock revetment(which was previously approved by the New York State Department of Environmental Conservation and Town of Southold Board of Trustees),as depicted on the engineering plans prepared by Jeffrey T.Butler,P.E.,P.C.,dated November 3,2015. r pE C E I VE- Dated: � �0 r MAR - 1 2016 r Kevi Il outhdd own I mil � OFFICE LOCATION: ®��rjF SU(/TMAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �p� Telephone: 631 765-1938 ®l�COUNN,�c� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM E 0 V E To: John Bredemeyer, President l Town of Southold Board of Trustees FEB - 9 2016 1 From: Mark Terry, Principal Planner Southold Town LWRP Coordinator Board ofTrustees Date: February 9, 2016 Re: Proposed Local Waterfront Revitalization Coastal Consistency Review for NEIL & LORI KEARNS SCTM# 1000-51-1-8 En-Consultants on behalf of NEIL & LORI KEARNS request a Wetland Permit and a Coastal Erosion Permit to remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway (to remain) with a new 3' wide by ±31' long (top to bottom) elevated timber bluff stairway consisting of a 4'x4' platform, 3'x19' steps, 4'x8' platform, 5'x6' landing, and 3'x12' steps to beach; remove existing concrete debris from beach; construct along eroding toe of bluff approximately 99 linear feet of stone revetment, including ±12' easterly return, consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand re-nourishment (including approximately 234 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 50 cubic yards of clean sand to be trucked in from an approved upland source); and to be vegetated with native plantings. Located: 18075 Soundview Avenue, Southold. SCTM# 1000-51-1-8 The 'proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided the following: 1. Verify how the construction area will be accessed. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Peter Young,Chairman ti Town Hall,53095 Main Rd. Lauren Standish,Secretary ei 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., February 10, 2016 the following recommendation was made: Moved by Keith McCamy, seconded by Peter Meeker, it was RESOLVED to NOT SUPPORT the application of NEIL& LORI KEARNS to remove and replace the existing wooden portion of the bluff stairway below intact portion of historically existing concrete stairway (to remain) with a new TX 31''elevated timber bluff stairway, consisting of a 4'X 4' platform, TX 19' steps, 4'X 8' platform, 5'X 6' landing and TX 12' steps to beach; remove existing concrete debris from beach; construct along eroding toe of bluff approx. 99 If. of stone revetment, including +/-12' easterly return, consisting of approx.. 3 to 5 ton stone placed over 50 to 1001b. core stone and filter cloth; and restore bluff face by constructing terrace retaining walls and placing approx. 284 cy. of sand renourishment (including approx. 234 cy., of on-site material excavated from toe of bluff for revetment installation and approx. 50 cy. of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings. Located: 18075 Soundview Ave., Southold. SCTM#51-1-8 Inspected by: Peter Meeker, Keith McCamy The CAC does Not Support the application based on the following: The Trustees have established a pattern of approvals for this area and the CAC cannoTsupport this application because of the vehement disapproval of the consultant and engineering plans of hardening the bluff from bottom to top. Three (3) applications for shoreline stabilization have been approved in this area within the last five (5) years and are being used as a precedent by the consultant to cause continuous hardening and interruptions of littoral sand flow, and like a domino effect, the neighbors will suffer from continuous erosion problems as a result of these projects. Chapter 111=Coastal Erosion Hazard Areas, prohibits mining or excavation from bottom to tops of bluffs for major projects. The application lacks details regarding the 234 cy. of sand being extricated from the lower bluff face to support the top off bluff. A more comprehensive erosion plan should be required due to the sensitivity of the area and not by a piecemeal approach. Vote of Council: Ayes: All Motion Carried John M.Bredemeyer III,President �� Town Hall Annex Michael J.Domino,Vice-Presidentti 54375 Main Road ti P.O. Box 1179 James F.King,Trustee d Southold,New York 11971-0959— Dave Bergen,Trustee �/ A�` Telephone(631) 765-1892 Charles J. Sanders,Trustee Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit _Amendment/Tra sfer/Extension Received Application: B /f, Received Fee: Jib Completed Application b �-- r —•- _Incomplete SEQRA Classificon: Type I Type II Unlisted �^ _Coordination: (date sent) JAN 2 2 2016 s /10 LWRP Consistency Assessm ntF,orm 10 i CAC Referral Sent: Date of Inspection: O / _Receipt of CAC Report: _Lead Agency Determination: Technical Review: /- Public Hearing Held: I �O 41°tglC ` Resolution: Name of Applicant Neil&Lori Kearns 25 Central Drive Address Manhasset,NY 11030 Phone Number: 212 902-5281 Suffolk County Tax Map Number: 1000 - 51-1-8 Property Location: 18075 Soundview Avenue, Southold (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road, Southampton,NY 11968 Phone:631-283-6360 \/ ' and of Trustees Applicatic ! GENERAL DATA Land Area(in square feet):52,287 sf Area Zoning: R-80 Previous use of property: Residential,single family dwelling Intended use of property: No change Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? Yes X No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. 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 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description(use attachments if necessary): Remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway(to remain)with anew 3'wide x+/-31'long(top to bottom)elevated timber bluff stairway,consisting of a 4'x 4'platform,3'x 19'steps, 4'x 8'platform,5'x 6'landing,and 3'x 12'steps to beach;remove existing concrete debris from beach;construct along eroding toe of bluff approximately 99 linear feet of stone revetment, including+/-12'easterly return,consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth;and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand renourishment(including approximately 234 cy of on-site material excavated from toe of bluff for revetment installation and approximately 50 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated November 13,2015. Bc' of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To replace an existing,aging wood bluff stairway;remove beach debris;and provide a comprehensive erosion control plan to a)stem ongoing bottom-up bluff erosion through toe stabilization;and b)restore the bluff face through terracing,sand renourishment,and revegetation. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 0/0 Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated?+/-234 cubic yards to allow for installation of rock revetment including 234 cy of excavated material and approx.50 cy of How much material will be filled? +/-284 cubic yards clean sand fill to be trucked in from an approved upland source Depth of which material will be removed or deposited: varies feet Proposed slope throughout the area of operations: 1:1.2(typical) Manner in which material will be removed or deposited: Ste detailed scope of work included on attached shore restoration plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated November 13,2015. 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. Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for NEIL AND LORI KEARNS 18075 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-8 The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been severely impacted by increasing bluff erosion during the many Nor'easter and other significant storm events of the past decade, especially including the Christmas 2010 Blizzard and Super Storm Sandy in October 2012. In response to this accelerated shoreline erosion, owners of privately owned properties located throughout this geologic cell have been forced to seek approvals for the construction of shoreline stabilization structures, including those issued by the Board of Trustees for rock revetments fronting 17665 Soundview Avenue (located four properties to the west) in November 2011 (Wetlands and Coastal Erosion Management Permits Nos. 7692/7692C) and 17555 Soundview Avenue (located five properties to the west)in September 2015 (Wetlands and Coastal Erosion Management Permits Nos. 8682/8682C). Also located less than a mile to the east of the subject property is the rock revetment that was installed by the Town of Southold in 2011 to prevent the collapse of Soundview Avenue itself. The Board also approved a rock revetment for the immediately adjacent property to the west(17975 Soundview Avenue) in June 2015 (Wetlands and Coastal Erosion Management Permits Nos. 8620/8620C). Similar, ongoing bottom-up erosion of the subject bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face; the loss of naturally occurring vegetation from the toe of the bluff up to the approximate mid-point of the bluff face; and the collapse of the lowest portion of the historically existing cement bluff stairway. Therefore,the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe and eroding portion of the face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and"soft" sand renourishment and revegetation of the bluff face. Specifically, a stone revetment is proposed to stabilize the toe of the bluff,which will occur first. Then the"washed out"portion of the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The project also includes the removal of concrete debris on the beach from the collapsed portion of the concrete stairway and the removal and replacement of the wood stairway,previously constructed in place of the collapsed, lowest section of concrete stairway. The stable upper portion of the bluff and intact portion of the historically existing concrete stairway, which was constructed during the development of the Alfred H. Cosden Estate in 1916, will remain undisturbed(see attached excerpt from"Ever Eastward"by Geoffrey K. Fleming. Page 1 of 2 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, as described above. Consistent with Section 275-11(B)(1)(b), Sections 111-10 and 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 encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. The proposed revetment is in fact designed to tie into the recently approved revetment to the west, and there already exists at the easterly end of the property and westerly end of the adjoining property to the east a significant cluster of natural fieldstone. Further pursuant to Sections 111-10 and 111-15,the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where 1)non-structural, vegetative means alone will not be 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 recent pattern of severe erosion throughout this geologic cell; 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 ,.f p.. ' -:mac^�. �'���r•� ?' ,- t�•� s I tY .. Pt '117,11ow AIL . , S 3 yy i i� i q GEOFFREY K. FLEMING i t >rtage, t Never a man to be undone when it came to business, ;. 917 Cosden sued the contractor, E. E. Paul The in 1 Construction, that had built his new house because ' the Burley, f they had not lived up to the terms of their contract ^�•i York There is no information on whether Cosden was - ind his successful, though knowing his business expertise, it �4v.. i is very likely. This was also the year of a new addition ler,ran ►umber to the family. On January 13, 1918,at the age of 44, 7ealthy, Alfred and Loraine Cosden became the proud parents known s of a daughter,Carol. •ational They The Cosden estate was large by any standard. The i as the house sat opposite a specially designed golf course that aildings was established by Cosden. A good golfer, he often during invited friends and family to partake of a couple of holes on his private course. Daughter Carol, when Carol Cosden in front of the mansion, and 1924. From the Cosden Collection, orwalk young,often caddied when her father's friends played Southold Historical Society. in order to earn five or ten cents for herself. 0 large of { ;rounds, ith large The cost The golf course with the mansion beyond,c.1930s. Cosden built this private course for the pleasure of himself and his guests. Twice planes ,Southold were forced orca Soo Society. on the golf course. From the Cosden Collection, The mansion lot was four acres, and the 5eF Fromitself the houseacross there was an golf elaborate lean fishing overlooking the bluffs and Long Island Sound Cosden:A ninety-eight step staircase down to the private beach below. The beach would serve as ;evement, an important recreational area for the family and their friends where many picnics an )Ilection, ciety celebrations would be held. Alfred H.Cosden and his Estate at Southold/23 I s r 1 30s. Shown after he The rear of the Cosden mansion showing the Mansion StO had�ompletely9engulfed the staircase tto staircase down to the Sound beach, 1916. plantings th Sound. From the Cosden Collection, From the Cosden Collection, The east porch,c. Southold Historical Society. Southold Historical Society. as the primary i The house itself was a Georgian Revival structure,built of stone and brick with a blue slate hung there were( roof. It had a large central block with two slightly projecting wings. In the basement was the be seen on occasi, kitchen, service areas, and game room. The game room, decorated with memorabilia,was door to the north often used by Alfred Cosden and friends to play bridge. On the east side of the house was a door in the center large and commodious porch and"pone cochere," used to protect visitors when they arrived At the west end o during inclement weather. room included a existence,locate( D.C. Through i i Jacobean mantle 1� 1. The mansion,1935. From the Cosden Collection,Southold Historical Society. Occupying the first floor of the house was a huge living room,which encompassed the entire central block of the house. It was decorated with large,overstuffed furniture that was popular Livg room shown led ent at the time. A flocked wallpaper covered the walls, and bookshelves lined both ends of the porch. This alco room, containing a fine collection of leather bound volumes. The large ceiling fixtures that living room of Collection, 24/Ever Eastward 1 ' Ird of Trustees Applicatic' �\ COASTAL EROSION APPLICATION DATA Purposes of proposed activity. To provide a comprehensive erosion control plan to a)stem ongoing bottom-up bluff erosion through toe stabilization;and b)restore the bluff face through terracing,sand renourishment,and revegetation. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? +/-234 (cubic yards)to allow for installation of rock revetment How much material will be filled? +/-284 cubic yards)clean sand 234 to of excavated frommatea l and apprapproved u s0 cy of ( y )clean sand fill to be trucked in from an approved upland source Manner in which material will be removed or deposited: See detailed scope of work included on attached shore restoration plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated November 13,2015. Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No.4 for NEIL AND LORI KEARNS 18075 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-8 The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been severely impacted by increasing bluff erosion during the many Nor'easter and other significant storm events of the past decade, especially including the Christmas 2010 Blizzard and Super Storm Sandy in October 2012. In response to this accelerated shoreline erosion, owners of privately owned properties located throughout this geologic cell have been forced to seek approvals for the construction of shoreline stabilization structures, including those issued by the Board of Trustees for rock revetments fronting 17665 Soundview Avenue(located four properties to the west) in November 2011 (Wetlands and Coastal Erosion Management Permits Nos. 7692/7692C) and 17555 Soundview Avenue(located five properties to the west)in September 2015 (Wetlands and Coastal Erosion Management Permits Nos. 8682/8682C). Also located less than a mile to the east of the subject property is the rock revetment that was installed by the Town of Southold in 2011 to prevent the collapse of Soundview Avenue itself. The Board also approved a rock revetment for the immediately adjacent property to the west(17975 Soundview Avenue)in June 2015 (Wetlands and Coastal Erosion Management Permits Nos. 8620/8620C). Similar, ongoing bottom-up erosion of the subject bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face; the loss of naturally occurring vegetation from the toe of the bluff up to the approximate mid-point of the bluff face; and the collapse of the lowest portion of the historically existing cement bluff stairway. Therefore, the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service,which is to simultaneously stabilize the toe and eroding portion of the face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and"soft" sand renourishment and revegetation of the bluff face. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the"washed out"portion of the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for -groundcover and woody plants such as northern bayberry and beach rose. The project also includes the removal of concrete debris on the beach from the collapsed portion of the concrete stairway and the removal and replacement of the wood stairway previously constructed in place of the collapsed, lowest section of concrete stairway. The stable upper portion of the bluff and intact portion of the historically existing concrete stairway, which was constructed during the development of the Alfred H. Cosden Estate in 1916, will remain undisturbed(see attached excerpt from"Ever Eastward"by Geoffrey K. Fleming. Page 1 of 2 a 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, as described above. Consistent with Section 275-1 l(B)(1)(b), Sections 111-10 and 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 encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. The proposed revetment is in fact designed to tie into the recently approved revetment to the west, and there already exists at the easterly end of the property and westerly end of the adjoining property to the east a significant cluster of natural fieldstone. Further pursuant to Sections 111-10 and 111-15, the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff,the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation,wave impacts,weathering and other effects of storm conditions for a minimum of 30 years. The project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where 1)non-structural, vegetative means alone will not be 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 recent pattern of severe erosion throughout this geologic cell; 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 rl. ,< mob a . 4 , F GEOFFREY K. FLEMING )ttage, Never a man to be undone when it came to business, ;. The in 1917 Cosden sued the contractor, E. E. Paul ,n e Construction, that had built his new house because th Burley, they had not lived up to the terms of their contract. ation on whether Cosden was York There is no inform ind his f successful, though knowing his business expertise, it ier,ran is very likely. This was also the year of a new addition lumber to the family. On January 13, 1918,at the age of 44, Healthy, Alfred and Loraine Cosden became the proud parents known i of a daughter,Carol. rational They The Cosden estate was large by any standard. The 3 as the house sat opposite a specially designed golf course that aildings was established by Cosden. A good golfer, he often during invited friends and family to partake of a couple of holes on his private course. Daughter Carol, when Carol Cosden to front of the mansion, Z, and 1924. From the Cosden Collection, orwalk, young,often caddied when her father's friends played Southold Historical Society. in order to earn five or ten cents for herself. large of ;rounds, ith large The cost The golf course with the mansion beyond,C.1930s. Cosden built this private course for the pleasure of himself and his guests. Twice planes in trouble were forced to land on the golf course. From the Cosden Collection,Southold Historical Society. The mansion lot was four acres, and the house itself sat across from the golf course, Sian fishing overlooking the bluffs and Long Island Sound. From the house there was an elaborate Cosden:A ninety-eight step staircase down to the private beach below. The beach would serve as 'evement, an important recreational area for the family and their friends where many picnics an >llection, � ciety. celebrations would be held. ! Alfred H.Cosden and his Estate at Southold/23 r f . 30s. Shown after the The rear of the Cosden mansion showing the Mansion had completely9engulfed the staircase to staircase doom to the Sound beach, 1916. plantings th Sound. From the Cosden Collection, From the Cosden Collection, The east porch,c. Southold Historical Society. Southold Historical Society. as the primary i The house itself was a Georgian Revival structure,built of stone and brick with a blue slate hung there were c roof. It had a large central block with two slightly projecting wings. In the basement was the be seen on occasi. kitchen, service areas, and game room. The game room, decorated with memorabilia,was door to the north often used by Alfred Cosden and friends to play bridge. On the east side of the house was a door in the center large and commodious porch and"pone cochere," used to protect visitors when they arrived At the west end o during inclement weather. room included a existence,locate( D.C. Through i �• Jacobean mantle. i �� Ir II The mansion,1935. From the Cosden Collection,Southold Historical Society. Occupying the first floor of the house was a huge living room,which encompassed the entire central block of the house. It was decorated with large,overstuffed furniture that was popular Living room led eni at the time. A flocked wallpaper covered the walls, and bookshelves lined both ends of the shoporch. This alto room,containing a fine collection of leather bound volumes. The large ceiling fixtures that living room of Collection, 24/Ever Eastward 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: Kearns Revetment&Stairway Project Location(describe,and attach a location map): 18075 Soundview Avenue,Town of Southold,Suffolk County,NY,SCTM#1000-51-1-8;property is located on north side of Soundview Avenue, +/-200'west of Mt.Beulah Avenue,location map attached. Brief Description of Proposed Action: Remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway(to remain)with a new T wide x+/-31'long(top to bottom)elevated timber bluff stairway,consisting of a 4'x 4'platform,Tx 19'steps,4'x 8'platform,5'x 6'landing,and 3'x 12'steps to beach;remove existing concrete debris from beach;construct along eroding toe of bluff approximately 99 linear feet of stone revetment,including+/-12'easterly return,consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth;and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand renourishment(including approximately 234 cy of on-site material excavated from toe of bluff for revetment installation and approximately 50 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings,all as depicted and further described on the site plan prepared by Jeffrey T.Butler, P.E.,P C,dated November 13,2015 Name of Applicant or Sponsor: Telephone: 212-902-5281 Neil&Lori Kearns E-Mail: nckeams@verizon.net Address: 25 Central Drive City/PO: State: Zip Code: Manhasset NY 11030 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2.If no,continue to question 2. X 2.Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: NYS DEC X 3.a.Total acreage of the site of the proposed action? 52,287 sf b.Total acreage to be physically disturbed? +/-3,206 sf ; c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 52,287 sf 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 r ' 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: 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? YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO❑YES 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 n � r 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 INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Robe Herrinann,Coastal Mgmt. Specialist Date: January 16,2016 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 occ 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)? 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. `Z Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental i pacts. Sw��iA -Fo s . >6 Name of Uad A ency Date Print or Type Name of Responsible Officer in ead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Neil&Lori Kearns SCTM#1000-51-1-8 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway(to remain)with a new 3'wide x+/-31'long(top to bottom)elevated timber bluff stairway,consisting of a 4'x 4'platform,3'x 19'steps,4'x 8'platform,Tx 6'landing,and 3'x 12'steps to beach;remove existing concrete debris from beach;construct along eroding toe of bluff approximately 99 linear feet of stone revetment,including+/-12'easterly return,consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth;and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand renourishment(including approximately 234 cy of on-site material excavated from toe of bluff for revetment installation and approximately 50 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated November 13,2015. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 18075 Soundview Avenue,Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wednesday,February 17th,2016 @ 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. Neil&Lori Kearns PROPERTY OWNERS NAME: 25 Central Drive MAILING ADDRESS: Manhasset,NY 11030 PHONE #: 212-902-5281 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. � Y PRF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Kevin J.Gallagher 32 Morton Street,Apt.7A New York,NY 10014 John J.Feldis Jr. 15 Lawrence Place Kevin Feldis Rockville Centre,NY 11570 Edward C.Booth Revocable Trust 17235 Soundview Avenue Patricia S.Booth Revocable Trust Southold,NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being dLAy sworn, deposes and says that on the 27th day of January 20_16 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were ailed to each of said persons by (certified)( mail. Robert E.Herrmann Coastal Managment Specialist Sworn to before me this 27th day of January '2016 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY Notary blic EXPIRES AUGUST 2 . 20_/7 t F • . � tom. _ V�' - _ a 6 ® ® A D rn Al m i ;tee ra j Postage $ /'• �• LJ p Postage $ Certified Fee i M M + # �tk !T i Certified Fee Return Receipt Fee C3 Postmark rA 0 (Endorsement Required) -,, � �,J p Endorsement Rei uti Fee ed f O , /`� ( q ) f/� Hee Restricted DeliveryFee '+; C3 C3 (Endorsement Required) f` Restricted Delivery Fee ^r1l � :,� ! p (Endorsement Required) r'9 Total Postane P.Feac q% ru d `• 1` J r i � Total Po zr Sent To John J. Feldis Jr. � Kevin J. Gallagher s sane To ------------• Kevin Feldis C3 StreetApt B or PO Box N 32 Morton Street,Apt. 7A C3_ ' (� i � p Street&A �----- City StaPe,2 New York,NY 10014 r%- or PO Boa 15 Lawrence Place City State Rockville Centre,NY 11570 ° ® t C3 ®® N rn . a p I CO Postage $ nO--T Certified Fee / N M ��9ynark C3 Return Receipt Fee r QA� pp (Endorsement Required) �� Restricted Delivery Fee p (Endorsement Required) ru r-q Total P '`TSS' r —dent—To Edward C. Booth Revocable Trust Patricia S. Booth Revocable Trust -------- r3 Street ' n or PO Bi 17235 Soundview Avenue city sta Southold,NY 11971 offOL't John M. Bredemeyer III, PrE:'s,U'znt 'A �oU,I own Hall Annex Michael J. Domino, Vice-President `�� y< � 54375 Route 25 Glenn Goldsmiths ? P.O. Box 1179 A. Nicholas Krupski ���y ,�� Southold, NY 11971 Charles J. Sanders L �4t ��� tV 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 NEIL & LORI KEARNS COUNTY OF SUFFOLK STATE OF NEW YORK az AFFIDAVIT OF POSTING ' ` TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR NOT LESS THAN SEVEN DAYS I, Robert E. Herrmann , residing at/dba Err Consultants, 1319 North,Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the-fay of February , 2016, I personally posted the,property known as 18075 Soundview Avenue, Southold; SCIM #1000-51-1-8 by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday,February 17, 2016. Dated: (signatu e) Sworn to before me this /7f'h day of" 20/-1 tai Public L KIM N . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 20_l'7 NOTILmL. OF HLA01 %" ING 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: NEIL & LORI KEARNS SUBJECT OF PUBLIC HEARING : For a Wetland Permit and a Coastal Erosion Permit to remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway (to remain) with a new 3' wide by ±31' long (top to bottom) elevated timber bluff stairway consisting of a 4'x4' platform, 3'x19' steps, 4'x8' platform, 5'x6' landing, and 3'x12' steps to beach; remove existing concrete debris from beach; construct along eroding toe of bluff approximately 99 linear feet of stone revetment, including ±12' easterly return, consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand re-nourishment (including approximately 234 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 50 cubic yards of clean sand to be trucked in from an approved upland source); and to be vegetated with native plantings. Located: 18075 Soundview Avenue, Southold. SCTM# 1000-51-1-8 TIME & DATE OF PUBLIC HEARING: Wednesday, February 17, 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 Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) 1, Neil Kearns residing at 25 Central Drive (print owner of property) (mailing address) Manhasset, NY 11030 do hereby authorize (Agent) En-Consultants to apply for permit(s)from the Southold Board of Town Trustees on my behalf. —Ly �. (Own is si ature) Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, Lori Kearns residing at 25 Central Drive (print owner of property) (mailing address) Manhasset, NY 11030 do hereby authorize (Agent) En-Consultants to apply for permit(s)from the Southold oard of Town rustees on my behalf. r (Owner's signature) i r Board of Trustees Application County of Suffolk State of New York Neil Kearns 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 HISMER 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 Z DAY OF � ►7e. ,20J5 4 • Notary Publ' `` ti3 '�J'(dirll LOWr iOTA*y MM$TATE W NEW YOU - QUa►1.111�l�DlN IPlAVCS NTY `AMY QOM1NlSSlON EXMRfs MAY�i,�!� Board of Trustees Application County of Suffolk State of New York Lori Kearns BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR'THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE 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 APPLICATION. Signature SWORN TO BEFORE ME THIS DAY OF 20 (� r ANTHONY A. MERCALDO NOTARY PUBLIC, State of Now Yoii No. 494 Noflary Public Cua§ftd In Nnsm arty, Corr EA-p. z I jo I Lz.l 8 4 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 puroose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: Kearns, Neil (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee — X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%ofshares. 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 this da of �ku�20k IS Signature Print Name Net&arns Form TS 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 purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: Kearns, Lori (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee �— Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee as even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% 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 Submitte is da ofs� Signa re ^ Print Name Lori Kearns Form TS 1 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 51 - 1 - 8 PROJECT NAME Neil&Lori Kearns The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑, Board of Trustees ❑ Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway(to remain) with a new 3'wide x+/-31'long(top to bottom)elevated timber bluff stairway,consisting of a 4'x 4'platform,3'x 19'steps,4'x 8' platform,5'x 6'landing,and 3'x 12'steps to beach;remove existing concrete debris from beach;construct along eroding toe of bluff approximately 99 linear feet of stone revetment,including+/-12'easterly return,consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth;and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand renourishment(including approximately 234 cy of on-site material excavated from toe of bluff for revetment installation and approximately 50 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated November 13,2015. Location of action: 18075 Soundview Avenue Ext.,Southold Site acreage: 52,287 sf Present land use: Residential,one-family dwelling. 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:Neil&Lori Kearns (b) Mailing address: 25 Central Drive Manhasset,NY 11030 (c) Telephone number: Area Code 212-902-5281 (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? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes 1:1 No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ®Yes ❑ No ❑ Not Applicable 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 1:1No ® 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 NEIL AND LORI KEARNS 18075 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-8 The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been severely impacted by increasing bluff erosion during the many Nor'easter and other significant storm events of the past decade, especially including the Christmas 2010 Blizzard and Super Storm Sandy in October 2012. In response to this accelerated shoreline erosion, owners of privately owned properties located throughout this geologic cell have been forced to seek approvals for the construction of shoreline stabilization structures, including those issued by the Board of Trustees for rock revetments fronting 17665 Soundview Avenue(located four properties to the west)in November 2011 (Wetlands and Coastal Erosion Management Permits Nos. 7692/7692C) and 17555 Soundview Avenue(located five properties to the west)in September 2015 (Wetlands and Coastal Erosion Management Permits Nos. 8682/8682C). Also located less than a mile to the east of the subject property is the rock revetment that was installed by the Town of Southold in 2011 to prevent the collapse of Soundview Avenue itself. The Board also approved a rock revetment for the immediately adjacent property to the west(17975 Soundview Avenue)in June 2015 (Wetlands and Coastal Erosion Management Permits Nos. 8620/8620C). Similar, ongoing bottom-up erosion of the subject bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face; the loss of naturally occurring vegetation from the toe of the bluff up to the approximate mid-point of the bluff face; and the collapse of the lowest portion of the historically existing cement bluff stairway. Therefore,the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe and eroding portion of the face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and"soft" sand renourishment and revegetation of the bluff face. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the"washed out"portion of the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The project also includes the removal of concrete debris on the beach from the collapsed portion of the concrete stairway and the removal and replacement of the wood stairway previously constructed in place of the collapsed, lowest section of concrete stairway. The stable upper portion of the bluff and intact portion of the historically existing concrete stairway, which was constructed during the development of the Alfred H. Cosden Estate in 1916, will remain undisturbed(see attached excerpt from"Ever Eastward"by Geoffrey K. Fleming. Page 1 of 2 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, as described above. Consistent with Section 275-11(B)(1)(b), Sections 111-10 and 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 encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. The proposed revetment is in fact designed to tie into the recently approved revetment to the west, and there already exists at the easterly end of the property and westerly end of the adjoining property to the east a significant cluster of natural fieldstone. Further pursuant to Sections 111-10 and 111-15, the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation,wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where 1) non-structural,vegetative means alone will not be 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 recent pattern of severe erosion throughout this geologic cell; 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 rt `� a. s ''Yy -:fir }'i= s �!' '"as"iX+>t '•� `t i .i r�Ll �P�L e�G. (..L�CLfil2 CGYL •-lam• !1 -��dLL�/2l�lCG GEOFFREY K. FLEMING L J!, k' Never a man to be undone when it came to business, )ttage, 1917 Cosden sued the contractor, E. E. Paul '4- in W; The n the Construction, that had built his new house because they had not lived up to the terms of their contract. ­�7 Barley, There is no information on whether Cosden was York successful, though knowing his business expertise, it and his 7" is very likely. This was also the year of a new addition ier,ran to the family. On January 13, 1918,at the age of 44, cumber proud parents lealthy, Alfred and Loraine Cosden became the known of a daughter,Carol. 'ational f They The Cosden estate was large by any standard. The as the house sat opposite a specially designed golf course that A good golfer, he often was established by Cosden. aildings I invited friends and family to partake of a couple of during Carol Cosden in front of the mansion, Daughter Carol, when holes on his private course. Da L, 1924. From the Cosden Collection, Z, and I young often caddied when her father's friends played orwalk, Southold Historical Society. in order to earn five or ten cents for herself. I iarge of Vounds, J 5 rt ith large The cost it'll, t It V, The golf course with the mansion beyond,c.1930s. Cosden built this private course for the pleasure of himself and his guests. Twice were forced to land on the golf planes in trouble From the Cosden Collection,Southold Historical Society. course. The mansion lot was four acres, and the house itself sat across from the golf course, From the house there was an elaborate lian fishing overlooking the bluffs and Long island Sound. staircase down to the private beach below. The beach would serve as Cosden.A ninety-eight step picnics and 'evement, an important recreational area for the family and their friends where many I )Ilection, celebrations would be held. 'lety. Alfred H. Cosden and his Estate at Southold 23 'T�Ft,{r?';���� S ' ,(��i�� � _ill +:-�3 � �Ita:t�3�R _.�y�'�:.����i1� '•_{,-' �'�a�-� ' !. - — .."��r.-` _ ._:q-.��' 'rr.'Y9..a'�r.'r'.:v=. _. ''t Y.a,h`5,�i v .,..?�'a �sem••-, LL,i _ _ _ _S� _ 21 itj' L!'rn;::<=�i+G'"'�:^,�P;r�r r'+w "'��`=.:=-`6.+%:-�'�'�?�•".,-`�---'F;`•,,;y=:�`^;a„=•r-"•.,•.."=�•Fx _ ,:�;.s:�`'"' •��_ '.�°. "?J��"� The rear of the Cosden mansion showing the Manston rear face,c. 1930s. Shown after thev��, T ,Y., l - plantingshad completely engulfed the staircase to staircase down to the Sound beach, 1916. the Sound. From the Cosden Collecttorz, Frons the Cosden Collection, The east porch,c Southold Historical Society. Southold Historical Society. as the primary z ` The house itself was a Georgian Revival structure,built of stone and brick with a blue slate hung there were c be seen on occasi. Mr s roof. It had a large central block with two slightly projecting wings. In the basement was the i ` • door to the north kitchen, service areas, and game room. The game room, decorated with memorabilia,was : often used by Alfred Cosden and friends to play bridge. On the east side of the house was a f door in the center large and commodious porch and"porte co chere," used to protect visitors when they arrived At the west end c during inclement weather. E i room included a existence,locatec " s D.C. Through i i•,s . ri _`s Jacobean mantle +�'- •` - ,c-*'�r.-,R—c Kscz r-.dJ��1w s-r;cr;:�- _- id-Yk. .: -, •i3 -u�''`�-�_'"�+""-" - _-.,�'•' '_;,+„_-.-''�-.-tee:'="v�;.,}a',.",`�",�+"�`.`-�_ ..�`'F��' i�,�`,-.��__ s�.,"��t"'� _ -,~-`3�- _ _ _4jt'F',� ?.a.s ''i r.`:&:�i�� :�i «E� -r' 1 r. F, l�"'9 - �'�r..`,�i i't=`��'5..;� n9.. ;�.%t�'�%vr.- Y.F',�r a *-- ,•q.�,r •s, 2--5',-�1 �:- �^,rte€--n''-��.•-$.,.--•.--j^;,•-i` ..�'+,. ;�.:r�pp T7gy,�--T��,���[sg,F N,."..ri=L•�"r'i2�-'-A''iyU,'^x.a'..,t - .� s'''y``t�"i'rt,.''*a ', ''�4„(t ! 411, �. r,�:.'s t'€ �1'.ar-t"," �rt;,'r `"�,._�•.rP_ S "'A i I�''t f •jE� - ..,}. ..j_il- a ��"""f' '�`ter) "f �(�- '��ii-:,5•?}� s,•,�' q La-h'°;`" '",,,:�; !' � Vic, :�ffir' ':`'fit` _ _ i .• y � t ,;�� •� ,' _ �:�,,`. ii• - ;1� .3tfi�,��,�'�`�f;, i .= tom` ,C 3 �x<tl y% - V:_4_u ,,,;fb�•�,..;,,{s - '� - y�t,,..4;-.i,,�.,-fir'. �i=�, �' .`"�`,� x:r fi The mansion, 1935. From the Cosden Collection,Southold Histoncal Society. Occupying the first floor of the house was a huge living room,which encompassed the entire ; central block of the house. It was decorated with large,overstuffed furniture that was popular shiown led outving room i? $ "Y T at the time. A flocked wallpaper covered the walls, and bookshelves lined both ends of ; porch. This alto room, containing a fine collection of leather bound volumes. The large ceiling fixtures that living room of 4Y Collection,t r, ,e 24/Ever Eastward i'S ar� i- - `�r" 4 g}� _ y (c �tl J, 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 F] No F-] Not Applicable The proposed structure will be installed along the existing toe of bluff and above high water associated with Long Island Sound and will not prevent or inhibit public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's Ovate, pendent uses and promote siting _ew 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 DATE 01/19/16 Robert E.HeNzAnann Amended on 811105 J 2 Alt, EN-CONSULTANTS January 21,2016FF Town of Southold LJAN 2 2 2016 Board of Trustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 Re: Neil&Lori Kearns 18075 Soundview Avenue, Southold SCTM#1000-51-1-8 Dear Board of Trustees: In regard to the above referenced property,enclosed are the following for the Board of Trustees review: 1. Three(3)Wetland Permit&Coastal Erosion Management Permit Applications including: a) Short Environmental Assessment Form; b) Authorization&Disclosure Forms; 2. Project Plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated November 13,2015. 3. Survey prepared by Nathan Taft Corwin III Land Surveyor last dated August 25,2015. 4. One(1)set of site photographs. 5. Application fee of$500.00. 6. Three(3)LWRP Consistency Assessment Forms including: a) Project plan(as referenced above). I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sin rely, Robe :Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 f 631.283.6136 www enconsultants com environmental consulting