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Hay Harbor Club, Inc
' iii?� .'^C; - ••ii�iv " ,i�i%f'rr%�♦♦rA•- •, PfiS.-- ei�i•. - -' 7 r - ♦ '�pf r✓ .,:��a r•�ir _ � p�;..r � ... i�ipr • � � ��oy..-_ _•A� � pff BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK oy"♦` PERMIT NO. 8387 & 8387C ,DATE: MARCH 19,2014 ISSUED TO: HAY HARBOR CLUB,INC. PROPERTY ADDRESS: HEATHULIRAVENUE,FISHERS-ISLAND e,. SCTM#9-12-8.1 _ >�$ U AtTHORIZATION' >'=• 1,,; Pursuant to,the provisions,of,,Chapter 275 and/or Chapter 11,] of the Town Code of the Town of r. Southold and in accordance with the Resolution of the Board of`trustees adopted at the meeting held on March 19,2014,and in consideration of application fee in the sum of$500.00 paid by Glenn E.Just and subject to the Terms and Conditions as stated in the Resolution,the Southold Town,Board of Trustees authorizes and permits the following: • Wetland Permit to reconstruct approximately 270 of an existing storm ~� destroyed rock revetment; and to install.approximately 800' of new revetment by excavating the area at the toe of the existing bluff 5'; install compact fill as,needed; install geotextile filter fabric and erosion control matting; install a 3"-4" layer of crushed stone as a filter layer; install armor-layer rip-rap revetment; at the,top of the r revetment install 4"-6" of topsoil; install stone slope (minimum-2''diameter) to provide { an interlocking mass and to fill voids with topsoil and seed; and as depicted on the site plan prepared by CME Associates Engineering Land Surveying& Architecture PLLC, last dated August 13,2013, and stamped approved'on March 19,2014. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, r r and these presents to be subscribed by a majority of the said Board as of this date. 1 .. - co CO) Ze Nw - '!�I /�\: .y+ ;� _ _ �✓ � `!G, �'� �� �. s v �•3 II III i.: a• �• �_ Nunemaker, Amanda From: Nunemaker,Amanda Sent: Monday,July 28, 201411:19 AM To: gjustl02l5@aol.com Subject: Permits Hey Glenn, I'm doing some"house-cleaning" and came across(2) permits that have pending fees and should be picked up. They are: Hay Harbor Club, Inc------$50 fee and Maintenance Agreement Nathan E.Saint-Amand--$50 fee and Maintenance Agreement Let me know if you have any questions. Amanda. Xunemaker Town of SouthoCd Boardof Trustees PCione: 631-765-1892 ,fax: 631-765-6641 i John M. Bredemeyer III, President g1lFF0(,y�c Town Hall,53095 Main Rd. Michael J. Domino,Vice-President ��� �Gy P.O. Box 1179 James F. King W Southold,NY 11971 Charles J. Sanders oy �� Telephone(631)765-1892 Dave Bergen 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 1 st day of construction 1/ constructed Project complete, compliance inspection ',�.�s ,. �? u+ A�x � .,.� •r —a �� ---�—�..,,� �� �T ate.,�;,' 10 BOARD OF SOUTHOLD TOWN TRUSTEES . ' SOUTHOLD, NEW YORK f �. ) rv,li PERMIT NO. 8387 & 8387C DATE: MARCH 19, 2014 ISSUED TO: HAY HARBOR CLUB, INC. w ; t `4 PROPERTY ADDRESS: HEATHULIE AVENUE, FISHERS ISLAND SCTM9 9-12-8.1 k. AUTHORIZATION } Pursuant to the provisions of Chapter 275 and/or Chapter 1 1 1 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 March , _ 19,2014,and in consideration of application fee in the sum of$500.00 paid by Glenn E. Just and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits ' the following: Wetland Permit to reconstruct approximately 270' of an existing storm � destroyed rock revetment; and to install approximately 800' of new revetment by excavating the area at the toe of the existing bluff 5'; install compact fill as needed; install geotextile filter fabric and erosion control matting; install a 3"-4" layer of `D crushed stone as a filter layer; install armor layer rip-rap revetment; at the top of the ,- revetment install 4"-6" of topsoil; install stone slope (minimum 2' diameter) to provide ` >L an interlocking mass and to fill voids with topsoil and seed; and as depicted on the site � Plan prepared by CME Associates Engineering, Land Surveying& Architecture PLLC, last dated August 13, 2013, and stamped approved on March 19, 2014. . Z I IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, *` and these presents to be subscribed by a majority of the said Board as of this date. r 5 C4, IP 4. ., �� / N. �I _ .,� ',�.�,� T ` ky to � �,_r, � \.nY�i�• � +�+b �gtitr� � °.t• '"�' t a *' � �.�.Mrd�. .M "Ys `'q 1 c i.\"`�`51S r� TERMS AND CONDITIONS The Permittee, Hay Harbor Club Inc located at Heathulie Avenue Fishers Island,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. 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. John M.Bredemeyer III,President o�*FjF Sy� Town Hall Annex Michael J.Domino,Vice-President l0 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Q Charles J.Sanders,Trustee O • Telephone(631) 765-1892 lif'`,�U�'�� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#8387C Applicant/Agent: J.M.O. Environmental Consulting Permittee: Hay Harbor Club, Inc. SCTM#: 9-12-8.1 Project Location: Heathulie Avenue, Fishers Island Date of Resolution/Issuance: March 19, 2014 Date of Expiration: March 19, 2016 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To reconstruct approximately 270' of an existing storm destroyed rock revetment; and to install approximately 800' of new revetment by excavating the area at the toe of the existing bluff 5'; install compact fill as needed; install geotextile filter fabric and erosion control matting; install a 3"-4" layer of crushed stone as a filter layer; install armor layer rip-rap revetment; at the top of the revetment install 4"-6" of topsoil; install stone slope (minimum 2' diameter) to provide an interlocking mass and to fill voids with topsoil and seed; and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying &Architecture, PLLC, last dated August 13, 2013, and stamped approved on March 19, 2014. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: XX I 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 OE SOUTTown Hall Annex Michael J.Domino,Vice-President �� lQ 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Q Charles J.Sanders,Trustee 'Q a� Telephone(631) 765-1892 `,oU '� 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) Hay Harbor Club, Inc. The owners of record of property at: Heathulie Avenue, Fishers Island, New York SCTM#: 1000-9-12-8.1 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: to reconstruct approximately 270' of an existing storm destroyed rock revetment; and to install approximately 800' of new revetment by excavatinq the area at the toe of the existing bluff 5'; install compact fill as needed; install geotextile filter fabric and erosion control matting; install a 3"-4" laver of crushed stone as a filter laver; install armor laver rip-rap revetment; at the top of the revetment install 4"-6" of topsoil; install stone slope (minimum 2' diameter)to provide an interlocking mass and to fill voids with topsoil and seed, 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. N O U M U FAIRWAY TOP OF EMBANKMENT Y 0) . 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'f1 w" F n, •u S5/:, �r ti•,.-�+i.' w w.� ::^,•n. 14e., nYw'{�,-.r', „`.k,R ✓,.pK` r,-r„ .,3, ,yc 'r3 r" tir N dr ' � ,P:s I N b w •�i rL •wF,: IMAGE 1 IMAGE 2 IMAGE 3 SITE IMAGE 4 co CN m co co I APPROVED 'BY BLOCK IBLANI7 BOUND BOARD Of TRUSTEES, �, TOWN Of SOUTHOLD " LOCATION MAP SCALE 1 =400 DATE 3 _ STONE SLOPE TO TOP OF BANK (SEE SECTIONS 3 AND 4) VOIDS IN SLOPE TO BE FILLED WITH TOPSOIL AND SEEDED j COASTAL EROSION WITH NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX AS -` HAZARD UNE MANUFACTURED BY NEW ENGLAND WETLAND PLANT'S, INC I ��� _ BEGIN TRANSITION FROM (SEE MAP REF. 2) v OR SIMILAR PRODUCT (SEE GENERAL NOTE 5) SECTION 4 TO SECTION 3 / PROXIMATE TOP7\ _ AP _rte OF REVETMENT �_ `` ,,' s, cs LOAM AND SEED ALL o Z PROVIDE LOAM AND SEED + ON FAIRWAY AS NECESSARY. DISTURBED AREAS o TOP OF EMBANKMENT 2 IN/F SEED MIX AS DIRECTED BY OWNER o / - SECTION 4 _r �i/ / - _ -- 11-2012 UINiTED BEGIN TRANSITION FROM ,I o �2 ���� / 34- / BEGIN TRANSITION FROM STATES SECTION 3 TO SECTION 4 40 /� i 32• --��G SECTION 3 TO SECTION 2 GOVERNMENT �I- BEGIN TRANSITION FROM SECTION 2 TO SECTION 3 AY SECTION 3 ~30 END ARMOR LAYER RIPRAP !REVETMENT GREEN STONE REVETMENT Fp�RW o -\ '_ - -- TIE HOLE #1 p� , /� - -" o--_� - lam-- sF, /` ` SEE NOTE 6)T INTO EXISTING SLOPE FINISHED CONSTRUCTION E #2 _ _ _ _ - Z 11-2008 H PY ^/ SECTION 2 F � , _ .� _ -"REVETMENT' "� / / / ��, --22- EMBITOM OF .• BEGIN TRANSITION FROM ;I, _N., > _ oPr.r -' a, i m X26, %� NE " - s SECTION 1 TO SECTION 2 '�- � � � I ��' ''�a � ���' '�� \���' .------ - 11-:2012 T ST 0, " O EDGE ,..+, � Y PROVIDE ARMOR LAYER _ I _x-2 RIPRAP REVETMENT R RO O ;SEE SECTION 1) i; �P. �r'p � ~-22 /'%/�;/ '' / j/� / :�;o\i\II',ir �o' %\ SANDY U 0 V \ LOAM AND SEED ALL ADJUST F EIGHT TO MATCH `P' _ _ o, ^- - _ - ' T,. fS X011 it Iru / BEACH o a- LLJ �- ��• _� =N= _-- �i`L �> p' / } - »,I _I> a TOP OF EMBANKMENT EXISTf," TOP OF BANK +e.=_ Irl � _ �t z � � z \ DISTURBED AREAS � i - S,'' -- i -o- -- -__ 12-2007 END ARMOR LAYER RIPRAP REVETMENT ���� LU ' ' - ' / ", APPARENT HIGH - _`-� O O� z Z TiE REVETMENT INTO EXISTING SLOPE / '�� `` '� �I% ' /� i �`8'` '.%., nil. ,�I WATER UNE(AHWL) // ` o BOTTOM OF _I BACK TEE (SEE NOTE 6 G!ASTAL EROSION �'' / % J ' / o / rl'' 3 Q Q TOP OF t \ i ''' / ♦/� //!// •/'' !�,/ •'r- /-}- 6� s 'Ci` Irl „ f / �`' •� O + •.. �� ` ` w O Q \HOLE 2 _ H ZARD UNE \ ELEV. 3. / / + - EMBANKMENT N 0 EMBANKMENT ►-' i i _i f / / / ,o, .lui ISI Co o 4 12-2007 w Z SECTION 1 _ BEGIN ARMOR LAYER 11.-2012 . (S.E MAP REF. 2) REA OF STORM DEPOSIT \r \ ��; ��.i/ // o - Cp Q 0 g RIPRAP REVETMENT ���A �I-l=i�� 2 / j /'��- __ rl ,o / T_ �'L_ / Q w 2 w BEGIN ARMOR LAYER (SEE SECTION 1) A ��' � `�'�`- ' fill ¢' + / // + .�- LIMITS DF WORK - RIPRAP REVETMENT i ` i1 I / `� - - i i-�i_ v_v- n i �� o / O PROVIDE--�- Q cn ADJUST HEIGHT TO MATCH 1 / m �w 'V �- /y / o EXISTING TOP OF BANK 2 "'- i ' / ARMOR PROVIDE ARMOR LAYER O O � FRONT � �\ � 'w � , � � // �! R PRAPREVETMENTYER ROCKY SHORE � W !Y / TEE _� �- �\ / / / oo APPROXIMATE TOE OF RIPRAP REVETMENT O 2 1 -10- CC tg 2 `2 -% i T 1_ Y� -�6 + (SEE SECTION 4 DETAIL) J -12- o �' r C w o PROVIDE ARMOR LAYER SEE SECTION 3 DETAIL � c_n ,� � / / • PROPOSED REVETMENT ( PROVIDE ARMOR LAYER \ ' t _ x° I �' \���� `.t✓ ' �11 \ n \% '�� •• RIPRAP REVETMENT _ ___ RIPRAP REVETMENT L'-" EDGE OF 7 J /., \ _ ` SCATTERED // / (SEE SECTION 3 DETAIL) (SEE SECTION 2 DETAIL) Q O _ � MALL ` ,e` �sMALL , PROVIDE ARMOR LAYER x0 \ _ i �� STONE BRUSH �/ STONE / •• O % ( BEACH RIPRAP REVETMENT -10 BEACH - / (SEE SECTION 2 DETAIL) MEAN HIGH WATER LINESTONE ( / � �6 /�'• ELEV.=2.76 / TQ /0 BE BEGINNING OF -- � _ / ,�. I `' \ ERODED AREA _ SMALL '_ / i/i4��y BOTTOM OF EMBANKMENT / / ' v :i I. SMALL \ \ -- __ AND LARGE s n ,, �-" � STONE � C / / / 12-2007 �/ u •` .,_• F ND LARGE / \-_ BEACH / STOAPPROXIMATE TOE OF NE �6 APPROXIMATE TOE OF -'� a""„I, \ /� PROPOSED REVETMENT ' A APPARENT HIGH WATER UNE(AHWL) PROPOSED REVETMENT \ i BEGINNING OF E% ELEV�3.3 \:� IEn / -�j BOTTOM OF EMBANKMENT �' �E� - l' LO�� ERODED AREA 11-2012 -� m 10,0 BOULDER \ \ / •• S�t;ilioC i rtil END OF - �- D ar fT tee^ z ERODED AREA •.. (/) p APPROXIMATE TOE OF MEAN HIGH WATER UN. .76 �� L z \ \PROPOSED REVETMENT NOTES 0 ELEV.-2.76 I S f _ o r 1.) "EROSION CONTROL PLAN PREPARED FOR HAY HARBOR GOLF CLUB, INC. BEACH AVENUE FISHERS ISLAND, NEW YORK, SECOND HOLE" DATE 12-14-2007 cn REVISED 02-05-2008 SCALE: 1" = 30 FT. SHEET 1 OF 3. BY CME ASSOCIATES - \ --- ' ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. CME PROJECT #2007845 w -� I 2.) "COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD SUFFOLK COUNTY, NY" PHOTO NO. 40-1181-83 SHEET 37-FI OF 49 DATED: 8/29/88 Q SCALE: 1"=200' APPROX. REVISED 10-28-91. B L O C K NOTES z 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Q ENGAGEMENT. GENERAL NOTES: 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS Q 0 J 1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN GO RECOMMENDATIONS. MAINTAIN A MINIMUM OF 12 INCH OVERLAP AT ADJACENTITEM IN ANY 1^iAY. N 't u SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT 0 o co cc RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S m o m m : 0 0 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OFcN CN 2.) ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, FREE THE LAND SURVEYOR. Ow FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT WOULD INCREASE o 0 o J DETERIORATION FROM THE ENVIRONMENT OR CAUSE BREAKING DURING HANDLING __D w z z NL LEGEND 4 .) SITE IS 'IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, Y 0 � 0 o AND PLACEMENT. SECTION 9, BLOCK 12, LOT 8.1. � o w= o _J PROPERTY LINE a_ m c� o 0 u L'- 3.) FILTER STONE SHALL BE 3 INCH DIAMETER NOMINAL SIZE UNLESS 5.) TOTAL AREA = 44.6f ACRES, OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS. ABUTTERS LINE - - DATE: AUG. 13, 2013 4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A EVENLY EXISTING CONTOUR - - 26 - 6.) BASE FOR LEVELS: MLLW GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE UNDERLYING MATERIALS. BRUSH LINE SCALE: 1 " = 40' THE FINISHED SURFACE SHOULD BE FREE OF POCKETS OF SMALLER STONES 7.) APPLICANT: HAY HARBOR GOLF CLUB NOW OR FORMERLY N/F .AND CLUSTERS OF LARGE STONES. QUALITY CONTROL CERTIFICATION BOUNDARY POINT 0 8.) PORTIONS OF THIS SITE ARE LOCATED IN FLOOD ZONE-VE ELEV.=15/ AS PROJECT #2012854 GROUP REVIEWED DATE 5.) ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT AND STONE SHOWN ON FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK PROJECT MANAGER .per SLOPE TO BE LOAMED AND SEEDED. IF SEEDING OCCURS IN LATE FALL OR IMAGE VIEW COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 19 OF 1026 MAP SURVEY WINTER TWICE THE APPLICATION RATE IS REQUIRED. �" NUMBER 36103CO019H MAP REVISED SEPT. 25, 2009. ,'L 40' 20' 0 40' SHEET ENVIRONMENTAL 6.) ENDS OF REVETMENTS TO BE TIED INTO EXISTING GRADES OR SLOPES CIVIL .Z •! CREATING AN EASTERLY OR WESTERLY FACE. ENDS OF REVETMENTS NOT TO BE GRAPHIC SCALE IN FEET 1 OF 3 STRUCTURAL LEFT EXPOSED. ARCHITECTURAL r` E N O N U M ' � m �.l) 0') a) N N 00N co C •� co 0) C O N 24 ROUGH2,f 34'f 24 b ^ W i • h-�-I -- — ...- -- ---I a W _ ._ .. .., v. . _. --- - 22 PROVIDE RIPRAP REVETMENT TOP OFBANK EDGE OF FAIRWAY TO ELEV.=20f 12-2007 + o • 00 2020, PROVIDE ARMOR LAYER I TOE OF SLOE Rj U Z U RIPRAP REVETMENT I I - •�--I ¢ o a EXISTING BRUSH TO REMAIN \ 12 2007 18 _ _ _.---_-----._..._�-, _.__. -. (SEE_CHART)-. " - -_ .._. _-_.__. . ` 16 16 18 -- - -PROVIDE MIRAFI FW-700 GEOTEXIILE ', I--.__... ", --" -- - - -- -------- -- _--- - - - - - - - -._.. .. . - + - Q ••_, U U FILTER FABRIC OR EQUIVALENT(TYP.) -�1::,- I I I U ote = •',,` 16 ' Y - � i EDGE OF BACK , '. ,.-... 1 I -- - - - -- _. . .. ai L - ----._..- _..- - _ __... _..... Y>> 7 - -- - - - -- - - - - --- - - - - 14 > I TEE HOLE 2 TOP OF ,s . ARMOR LAYER o - _ - BANK RIPRAP REVS TMENT � � V, 2'± MIN. SPLASH PAD t - ?4 -':.x - ;. - - - - - - - - - I - !.._ - - - - ... __... 12 -' > WHEN REVETMENT BELOW ELEV.=18 ." {' .,v REMAINS OF r l '- --__._. __. 1._.___..__....._._..._.__.. _. v -__-- --- __ ,`'�",,.-".. ,.,,.._.,: _.. __ ____ 10 '' �^�. � REVETMENT � 10 -.- - -_ _._._ _. _.._ -. � �. . T ERODED FACE :3, ,..�- .; ARMOR LAYER � t F� in yy - - -- = _.. - - - - - - -. .._._ -- --- -- -------------- ---- - - f�_.. I OF BLUFF 10 � RIPRAP REVETMENT 10 r J ,- 1 - " Lu 8 PROVIDE - - -- - - - --- __ _ - -- _ _ .._...-- -- - - - --- -- - - -- ;eft `= 1NG r i E COMPACTED FILL �' ,,Z .rr r PROVIDE MIRAFI FW-700 GEOTEXTILE "''`>' - ------ --_ AS NECESSARY ri _ ' ' GRADE �; . <_ - _' r r'_'-- _. . - = \ - ------ --- - - - ---- ------- M M - --- _ ---- -- - _ _ _ �- \ -�- - -- - -. .. . _.__.. .. 8 FILTER FABRIC OR EQUIVALENT(TYP.) •..,��" 1 --- ----- 8 - -- -- ----------- - - - - - -- J _ _ --- - - - -- - - _ _ -- -----__-- - 6 I - ---- - 6 - - - ,. ` ) c...r ------- ----------------------------- 4'± ------------ -- 6 6 4 EXISTING TOE OF_� y 5' y:<." r GRADE . EXISTING TOE OF 1 t _ J j > � � ,<ds� 1 t ERODED SLOPE DIA. CRUSHE I .5'f ! X`-� ::= `'�- 4 ERODED SLOPE 1 r" DATUM ELEV 2 PROVIDE 3-4" PROVIDE 3-4" DIA. CRUSHED STONE FILTER LAYER t,z t i, .. 2.00 _____ ,..,,.,,..: . STONE FILTER LAYER : , .:,':' r. 1.5't PROVIDE MIRAFI FW-700 GEOTEXTILE DATUM ELEV FILTER FABRIC OR EQUIVALENT(TYP.) 1.5'f 0 0.00 Ln 0+00 0+50 (D U-) SECTION 1 0+00 0+50 0+80 SECTION 2 U N Z W w J m O Z J GENERAL NOTES: U w 0 � Z 1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS O O L- w w O RECOMMENDATIONS. MAINTAIN A MINIMUM OF 12 INCH OVERLAP AT ADJACENT SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT _N Q RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL. PROVIDE ANCHOR FOR EROSION MAT w O w AS DIRECTED BY MANUFACTURER -J 0-- J z mQ � g 2.) ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, FREE 32 ROUGH / 10't 32 (� Ld �/ Q LLJ FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT WOULD INCREASE / i I w [/ DETERIORATION FROM THE ENVIRONMENT OR CAUSE BREAKING DURING HANDLING \j' - - - —--------- ---- ---_----_._....- -- -- ------ - -- ---------- -_ -.__.. . - __ --------- - --"--... - - -----_------- ---.. ...._... ---- - - - -- - - - . . _. . __. .. .. ....._.... ---... - - -- -- -- ------ -------- ------- ------ 30 W AND PLACEMENT. 30 -- ---- _W - I - i Q = O >E� PROVIDE STONE SLOPE 2 MIN. DIA ROCKS. I I O 0 PROVIDE AN INTERLOCKING i 3. FILTER STONE SHALL BE 3 INCH DIAMETER NOMINAL SIZE UNLESS I,1 -- PLACE ROCKS T TOP OF BANK - ._ _ --. __. _._____._...........__..._..._.._.___._...._.__._....._..._..._...._-.__..... .. . _._._.__..____._. .. __.._ .__._ ...__.._._....__- ._ _ . J 28 ----_._...__-.----....___._._.._..-----------.._._sM1 \_.__ _..._._. -_- MASS_-FILL_VOIDS...WITH.-.TOPSOIL-AND.-SEED...._� ._...... __ _ ---..--.-.___._._. _..-__._._-----_._________------_.. .. .._......_.__.____ .. .-. .__ ._ .._ _ . ._-.-- _ - . .-_ -_.... _. .._.._____----- _..-----.-._..._..__..._...__.__. .__-.--.- -- 28 cn - (n OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS. \\ 12-2007 LL EDGE OF i (SEE NOTE 5) TOE OF SLOPE Q FAIRWAY \ 12-2007 V 4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A E ENLY 26 ---- - - - -- "--- - ---- -�- - ---- -- -- - -- -- -- -- ---- ------- — - --- - 26 1.5 OF PROVIDE OL GRADED WITHOUT DISPLACEMENT SURFACE SHOULD BE FREEOF POCKETS OF SMALLPR UNDERLYING STONES LS THEI -'x _ - - ------.-------------_------__..__._-._._._._._._...__..--._._._._ __..___.._..__..___--------_.___.___.._.__ .__._...__.._____.___..._._.__.__._._._----.- __.--..-.--___.____.--_.. _.._._. __-..._.__._. ..--------_...__.._.._..--..------ _ 4 AND CLUSTERS .OF LARGE STONES. 24 __.__ _____.___..__.__..______._____.--.---..I--- I i 2 PROVIDE ROLLMAX SC150 33'f Q O S. ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT AND STONE 22 = (n SLOPE TO BE LOAMED AND SEEDED. IF SEEDING OCCURS IN LATE FALL OR 22 DOUBLE-NET-"STRAW/COCONUT-- ---------\!\!t „- ----------- ---------"�"-- - -------�-"-"----- - i`' I REVETMENT TO ELEV.=20f' WINTER TWICE THE APPLICATION RATE IS REQUIRED. EROSION MAT OR -> ^?t: I I SIMILAR PRODUCT. <; : ;;� ' I ABOVE ELEV.-20 PROVIDE, I :,I; 20 --- --- - -- -_-------- -- --J -PROVIDE--ARMOR--LAYER--- ,-RIPRAP -' 2 PROVIDE ARMOR LAYER RIPRAP REVETMENT j --- -------"----- ----------------I----------------- -- Wit{ t _,.., -------- - ------ --- ----------____.---------- _ , 18-------- - -- - AT ----- — ----18 ----- PROVIDE MIRAFI FW700 GEOTEX11LE FILTER FABRIC OR �QUIVALENT(TYP.) `\'."" 16 - ---- -- --- - - - -I-- ------- _ - - ,;; 2 I 16 co REMAINS OF I 1 `, , .a�: ::_,, REVELMENT _._... - -" .__... --.._.._.. -----------------"- <_ 14 14 p C Y TOP F - BANK :_ Z w 12 w- r , a iI U ERODED FACE ARMOR LAYER O`rOF BLUFF RIPRAP REVETMENT W o ARMOR LAYERCOMPACTED - 10 MEAN HIGH WATER LINE(MHW) LESS THANL WEIGHT DIMENSION PROVIDE ASNECESSARY '�;i#ft} t1t?:� r s %*s '1~st t{Jt - - - % _,'� I I i!' \ �, ( ELEV.=2.8 L _� « > BY WEIGHT (LBS (FT.) 8 8 r ' 'f- ---------�-----E-X--S-TI-N- ---- -------- ---IN.) 390 1.33 ---- __-- GRADE -----I i 1.97 II 6 1250 ---------------- w wa SO 3130 2.67 85 6140 3.34 5 � 1002520 4.23 4 __..___._.___..___.__...__......___.___..___._.__.__._____.____.._..____.____...___.__._...____.__--...___........__..__._.__.I_...___.___._.._._____.._..._..__.__._._._.___.__..___.__..___.__.____._.._..._.._...._.__.__..-_. (MAX.)( ) EXISTING TOE OF��' PROVIDE 3-4" DIA CRUSHED X y.\/` }'<) C i' ,g ,( - -------------- ERODED - -_ __ 4 ERODED SLOPE STONE FILTER LAYER - o 1 w Z I PROVIDE MIRAFI FW-700 GEOTEXTILE APPARENT HIGH WATER LINE(AHWL)---,�-- I DATUM ELEV I ( FILTER FABRIC OR EQUIVALENT(TYP.) 1.5't ELEV.=-3.3 ; 0 0 0.00 o Q a = J � Ln N N n I\ N Nsp O co OG 03 O OJ 00 (D N p CO m = O O M N L- U U oc� N N O p o o J U Z Z W L� Li y 0+00 0+500 o U9 Q w 0 w 1+00 SECTION 3 0- o w o s o J d m D 0 U U L� DATE: AUG. 13, 2013 SCALE: 1 " = 40' QUALITY CONTROL CERTIFICATION 5' 2.5' 0 5' PROJECT #2012854 GROUP REVIEWED DATE GRAPHIC SCALE IN FEET PROJECT MANAGER , 1 f �j SURVEY .Zp � SHEET ENVIRONMENTAL CIVIL ez 2 OF 3 STRUCTURAL ARCHITECTURAL E N O fV U M 0) N O c N •� c ^^l�l 00 cm �J Z N 0E a0 46 46 BRUSH & GRASS I '� n EDGE OF FAIRWAY----.,- 1 19,} W a 00 - - - --- - - - -- - - -- -- ---- -- - --- - .....-._..- - - -- - - ----- -- - - - - ._!.. - - - ---- --- .._.._.... o ROUGH TOP OF I I ! •i-, Q 00 F- u�c����� / BANK - - -- - - -- -- -------- - --- - '- ------ - - ---- - - _.. - - - - -- -- - - - - - - -- - ------ ---- - - - - m U j 42 U U --- TOP OF BANK _ 12-2007 U E o i--a >~ m n o-.. ! I- -- - --- - - 1.-4a N 38 --.__...___.____._---.____.-_--_.__ .__.._____..._._.__._._...____..____._....__...__..__..____----------_-_____.�,,,; ._.-- --.---...F._..__-- �\\ ._. � TOE t 381° o w ERODED FACE I OF SLOPE I �T�� o \ OF BLUFF ! 12-2007 ! - I ---- -- - ---------- --- -- ---- -- -- ---- --- -- W 36 - --. - - ---- - - - PROVIDE STONE SLOPE 2 MIN. DIA ROCKS. I PROVIDE ROLLMAX SC150 DOUBLE NET ,, I PLACE ROCKS TO PROVIDE AN INTERLOCKINGI I o STRAW COCONUT EROSION MAT OR fi.= _ \ MASS. FILL VOIDS WITH TOPSOIL AND SEED. .____.-__.__..._._.__.___------._-_—_..._.-__.-__.------_.-_._.-_-_-------_- �J - 34 - - - - - -- - - -- _. \ \ --- - -- - --- ----- -- -- - - _ - 34 m SIMILAR PRODUCT. I,II \ (SEE NOTE 5) r , i \ m W co I I \ 1 5 I I cN cM , 30 I �r \ I I I I-, , I , -- - - --- - - - ---. .. --- - _ -- --- ------ --- -- ----- - -- -------—- _._ ---... _-- - _ .. - 1---- --- - __ _....- -- .._.__._..__._...------ - - - -- ----------- --- - -.._._- ---------- - -- - _.. ------- - - ----- - - ,- - - - - - - - --- - -- --- - ... ----- 28 - 28 PROVIDE 4 t - OF TOPSOIL I '- -- --- -- - - -- - --- -- - - - --- - - - --------- ----- ---- - -- - - 26 Vp- 26I st' 3. I 1 ._,' 22 PROVIDE AP k• t^ ( l 'K its L 4, 1 �r I TO ELEV.- ABOVE ELEIVR 20 PROVIDENSTONE SLOPE Ot- ---- .._. ..... ----- --- - ----- - - - -- - --- -- --- - - - .. . __.._.. - 20 I PROVIDE COMPACTED FILL \ j; .. r a .;, f PROVIDE ARMOR LAYER RIPRAP ' i I AS NECESSARY REVETMENT (SEE SIZE CHAR - - --- - - ---- _ - - - vF18 \ 16 16 i r - S' i C11, C r 1 t. , I lee14I . X C.% t .Pc _ r, •'Y�ir 7--')I),i;�.1•�,1.�i\` I PROVIDE 3-4" DIA. CRUSHED STONE FILTER LAYER c`r< `.r I fr �, _ - ;i+ I} t. REMAINS OF REVETMENT � 5 , I I r3 - _.... - - - -- —- - ---- - - -- - --- ... _ . _. 10 - - - - - -- --- - --- --- - - ---- - - - - - - - - - -\\��..� �•- ;� - Vit,�-t - - _- - - - - - --- - -_ -- - - - 10 \i V.I�,., 7t1.5'f}N { S ,- dt�`f''",'t ' ,\ i vsa�,. �, ,.�;#�_ , -�.�•..s,.. . ARMOR LAYER . c 1 . .� APPARENT HIGH WATER L INE AH W4 t RIPRAP REVETMENT -- 8 ELEV_3 U ,ter 7 \r- i N�1p, II ..`�l - -- I . Ii w W-MEANIGH- 66 ----- ------------- EXISTING WATER LINE M W -------------------- GRADE --� -'r ,y ELEV.-2.8 0 I ----5'f ------------ Y �s Z PROVIDE MIRAFl FW-700 GEOTEXTILE EXISTING TOE OF , � I � � I FILTER FABRIC OR E DIVALENT TYP. 1.5 f I W ERODED SLOPE 4 0 I I ( 0 Z O Z w PROVIDE 3-4 DIA. CRUSHED O W O STONE FILTER LAYER f= J > Z J DATUM ELEV -2 N O o Q -2.00 - � W Q Z W- Q -' g � colf QD _ Ld W � 0 QD Lc)� mO = � T t'7 06 CO N O W = •� V / 0+00 0+50 1+00 1+20 SECTION 4 ~ >- D Q 0 _ (n r m V) z 0 z it O C) V) w 0 V) Lu GENERAL NOTES: Q 0 1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MAINTAIN A MINIMUM OF 12 INCH OVERLAP AT ADJACENT SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT o RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL. z 2.) ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, FREE FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT WOULD INCREASE I ARMOR LAYER I Q DETERIORATION FROM THE ENVIRONMENT OR CAUSE BREAKING DURING HANDLING % LESS THAN WEIGHTDIMENSION o ? AND PLACEMENT. BY WEIGHT LBS FT. Q o m 3.) FILTER STONE SHALL BE 3 INCH DIAMETER NOMINAL SIZE UNLESS 0 (MIN.) 390 1.33 0 = Q OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS. 15 1250 1.97Ln Ln Ln 50 3130 2.67 0 c"Io 00 00 4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A EVENLY 85 6140 3.34 0 `V m m z o 0 GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE UNDERLYING MATERIALS. 100 (MAX.) 12520 L 4.23 m N E u u Q� N N THE FINISHED SURFACE SHOULD BE FREE OF POCKETS OF SMALLER STONES O w AND CLUSTERS OF LARGE STONES. o t1i LL W z z Y u O 5.) ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT AND STONE 0 o w cn <i Li o U-1 cr-SLOPE TO BE LOAMED AND SEEDED. IF SEEDING OCCURS IN LATE FALL OR a- I m 1 o 1 o 1 0 1 U WINTER TWICE THE APPLICATION RATE IS REQUIRED. DATE: AUG. 13, 2013 SCALE: 1 " = 40' QUALITY CONTROL CERTIFICATION 5' 2.5' 0 5. PROJECT #2012854 GROUP REVIEWED DATE GRAPHIC SCALE IN FEET PROJECT MANAGER , 1) ' SURVEY ,-il• ENVIRONMENTAL SHEET CIVIL 3 OF 3 STRUCTURAL ARCHITECTURAL John M.Bredemeyer III,President OF SOyO Town Hall Annex Michael J. Domino,Vice-President ,`O 01 0 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Charles J.Sanders,Trustee 'Q Telephone(631) 765-1892 l�COU '� + Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOUb March 19, 2014 Mr. Glenn E. Just J.M.O. Environmental Consulting P.O. Box 447 Quogue, NY 11959 RE: HAY HARBOR CLUB, INC. HEATHULIE AVENUE, FISHERS ISLAND SCTM# 9-12-8.1 Dear Mr. Just: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, March 19, 2014 regarding the above matter: WHEREAS, J.M.O. Environmental Consulting on behalf of HAY HARBOR CLUB, INC. 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 February 4, 2014, 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 March 19, 2014, at which time all interested persons were given an opportunity to be heard, and, 2 ' WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of HAY HARBOR CLUB, INC. to reconstruct approximately 270' of an existing storm destroyed rock revetment; and to install approximately 800' of new revetment by excavating the area at the toe of the existing bluff 5'; install compact fill as needed; install geotextile filter fabric and erosion control matting; install a Y-4" layer of crushed stone as a filter layer; install armor layer rip-rap revetment; at the top of the revetment install 4"-6" of topsoil; install stone slope (minimum 2' diameter) to provide an interlocking mass and to fill voids with topsoil and seed; and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying &Architecture, PLLC, last dated August 13, 2013, and stamped approved on March 19, 2014. 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: $50.00 Very truly yours, 0 John M. Bredemeyer III President, Board of Trustees JMB/amn John M. Bredemeyer 111, PresidentBUFFO( Town Hall Annex Michael J. Domino,Vice-President xC�G 54375 Route 25,P.O.Box 1179 �� y James F. King y Southold,NY 11971 Charles J. Sanders Gy �► �� Telephone(631)765-1892 Dave Bergen �Ol �a0 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: u I4r- 6 r2�bor Please be advised that your application dated /W t i has beenn C ' reviewed by this Board at the regular meeting ofI v and your application has been approved pending the completion of the4oll6wing items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) % Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) 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: $ 5� . b D BY: John M. Bredemeyer III, President Board of Trustees John Bredemeyer, President ��gufFa1�c Town Hall Annex Michael J. Domino, Vice-President ��° KGs 54375 Route 25 James F. King ti P.O. Box 1179 Charles J. Sanders • Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Ins ectionMlork Session Report Date/Time: � J.M.O. Environmental Consulting on behalf of HAY HARBOR CLUB, INC. requests a Wetland Permit and a Coastal Erosion Permit to reconstruct approximately 270' of an existing storm destroyed rock revetment; and to install approximately 800' of new revetment by excavating the area at the toe of the existing bluff 5'; install compact fill as needed; install geotextile filter fabric and erosion control matting; install a 3"-4" layer of crushed stone as a filter layer; install armor layer rip-rap revetment; at the top of the revetment install 4"-6" of topsoil; install stone slope (minimum 2' diameter) to provide an interlocking mass and to fill voids with topsoil and seed. Located: Heathulie Avenue, Fishers Island. SCTM# 9-12-8.1 Typ�f area to be impacted: // Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland .'/ Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed: Modifications: r ` Conditions: '�� �"d� V1 C , D 1� ` Present Were: J. Bredemeyer M. Domino J. King C. Sanders Bay Constable Other Form filled out in the field by Mailed/Faxed to: Date: P 4 r» imp,y�r�-ter R All AL c .. mr r 4 'n. _". _ �. �.+� - i - I - ` /c�a, a -f�-�y«•w�ly yl•��' 4 J 1i '� �+�► y ♦ Y ''tW i11�� Yµ +9. ..8►' C♦ 1- 4a1�+ `n`"a 's� • "91�s yly. was.— Alf, ; ._fir.___.-_--•-._ _ � � �( .. .L __ � - `�'- . .. �`"''. .� ,.��"' `���,`'a. • 4. • a a — r ^: V / +#. r 4' H 44 AL Ae ft 46 VOW 4 V ` 1 , a <+ +a C� t l� lift ilkrA ..cam > _ r`y u . 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Haas. �'9d. x `.i talk, ,a .f ^�I."' .f t t �. a4.- kkms, P �n '"1'rr `•W,. - -.1I 4• D_' ,F• .M, a � ;4 'may.. :.a�' •4., bry 4" y ,nYye- 1 ,, �'. � ,s t.q .,y^:4 -Au .J''° w F« _,,, 3.a ,",`• ,t'. ,.Y,,. n,z, .. ..,..,,..,.. r,'�,.� `�ASE„ .-....;, �„� a.^k:�;x�'h z.•td•'.�.,,:v'+'�'{ - 'a,',. -.�*`. r �'ar �Ccn N � 'I L ••—• M' �^ IMAGE 1 IMAGE 2 IMAGE 3 IMAGE 4 S 1 T :: r/ v w kA co CN m BLOCK I SLAM) SOUN17 LOCATION MAP SCALE 1 =400 STONE SLOPE TO TOP OF BANK (SEE SECTIONS 3 AND 4) / VOIDS IN SLOPE TO BE FILLED WITH TOPSOIL AND SEEDEDCOASTAL EROSION WITH NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX AS HAZARD UNE ' MANUFACTURED BY NEW ENGLAND WETLAND PLANTS, INC BEGIN TRANSITION FROM (SEE MAP REF. 2) v - : :•r_ ' / SECTION 4 TO SECTION 3 OR SIMILAR PRODUCT (SEE GENERAL NOTE 5) APPROXIMATE TOP OF REVETMENT / Y ` J J PROVIDE LOAM AND SEED LOAM AND SEED ALL o ���� j ____ / z ON FAIRWAY AS NECESSARY. DISTURBED AREAS o / �-- TOP OF EMBANKMENT = N/F F' SEED MIX AS DIRECTED BY OWNER low /���� /�36 — 11-2012 �' UNITED BEGIN TRANSITION FROM SECTION 4 �Zi —X34—-- BEGIN TRANSITION FROM STATES _- SECTION 3 TO SECTION 2 SECTION 3 TO SECTION 4 , - 40 / f g2� >< GOVERNMENT BEGIN TRANSITION FROM ' � GREEN SECTION 2 TO SECTION 3 FA pY SECTION 3 0 \ y'!= `;=- .- — / � I�e — 3p 2g_ END ARMOR LAYER RIPRAP' REVETMENT _ TIE REVETMENT INTO EXISTING SLOPE STONE REVETMENT �R ;�'� 4 ; �� ��= _ / �i HOLE #1 FINISHED CONSTRUCTION 12008 LE \i \� 3 r �%i +�� :�� i-i -�� ) z 2 +\! \�- -__%�� o—'� _=_— — - ��- SEE NOTE 6 FPaRNLli AY r i ✓moi' =r -�' U' % =^ %`- �,� , f/ �'T`-% .'�`\\lam 24� BOTTOM OF , SECTION 2 l,, ,/" _ ; :o,' i T= /T/��\ '�� \! 2 _ /_moiREVETMENT � %"� ''� i �\ IF \I'L �j_ �% �; \I IBEGIN TRANSITION FROM 0 �f, \i- N� ',� ;�; 1 _ ,� I�u I > }rte `, l�ja.`amu ti>: '�% �\�T : EMBANKMENT m O \�� STONE s ISI -o sf, cg _I ,a - w_ 61 .,pp o �__% / � „ = 11-2012 SECTION 1 TO SECTION 2 \�- 26 / r n_ _ �., / , z - :` ��;=L O EDGE \� %fes i �:. > li iI I� `</ � i' % _ o,' 1, ,. _ _ PROVIDE ARMOR LAYER v_ -` ��� 2 eR 5�� _ �'� o,, r ,u "�_- , _ -- - — = —� ' i •Y' / , RIPRAP REVETMENT :, \i�� � Roy H /j �,/ ��;j- pF, k � iri, i'� �=�; v G i l r' I I sr it o': % ! / % R`r` u /♦ „_ (SEE SECTION 1) \l� r'p \' CS�A NDY / / r" % / U O \ ADJUST HEIGHT TO MATCH — - _— _ __ ` v/` ��\ .- LOAM AND SEED ALL ;I,1 — — — t '��"1! 'hiI ,r, o- i + _ / " _ 12-2007 EXISTING TOP OF BANK �r� o "., % , ' '��®ui{ Ir / BEACH 0 EMBANKMENT Z W ��TOP F Z DISTURBED AREAS �� �✓�i % /�.. � i 1�1SG `���� - 'l /\ h o' ----— -_ �� _rl U 6 1. O Z w \ END ARMOR LAYER RIPRAP REVETMENT sz R - I { rn i — O w O TIE REVETMENT INTO EXISTING SLOPE J%' ! '' r'_��/ �� � APPARENT HIGH / �- __ Z BACK TEE ( ) TOP OF COASTAL EROSION ` /�/ ,� 8 o/�' 7 a"-'h I {, �' ) ... ` BOTTOM OF Q Q —I SEE NOTE 6 \ �%I LINE / �,�/ /�' ./ + /� ISI , s / o ELEV.-3.3 w O Q \I / / WATER UNE(/1HWL // / +� EMBANKMENT IV 0 p \HOLE 2 _ — (SEE REF. 2) \ M pEPOSIT %I / ; / // % ;/ 'i;�o 'ISI /II E/ // _ rvp •.. �\ �4 I 12-2007 J �. ^ w Z EMBANKMENT / V SECTION 1 BEGIN ARMOR LAYER 11-2012 AREA OF STOR \�,, `1' 2 ;` % ISI IrI.o` / i -o / �_ •` Q a- W RIPRAP REVETMENT �'-� �� / / _ BEGIN ARMOR LAYER �' �cr�`�'�` %/'' •J 'ISI ' + i/ _ LIMITS OF WORK w (SEE SECTION 1) � / i p / 4 / p LL RIPRAP REVETMENT 1 I vw / ' / a Q ADJUST HEIGHT TO MATCH ,I �- "" o PROVIDE ARMOR LAYER ROCKY SHORE W w O FRONT 2 �' ( / / i / PROVIDE ARMOR LAYER = w EXISTING TOP OF BANK / TEE ! i- �� ' • / oo / l RIPRAP REVETMENT RIPRAP REVETMENT _L _� / ) APPROXIMATE TOE OF SEE SECTION 3 DETAIL O I X10__� / hO 2 \\ �2 ^,, , / 1 \_ 6 0+ (SEE SECTION 4 DETAIL PROPOSED REVETMENT ( ) PROVIDE ARMOR LAYER J PROVIDE ARMOR LAYER RIPRAP REVETMIENT � w // RIPRAP REVETMENT __— - -- _ (SEE SECTION 2 DETAIL) Q SCATTERED / EDGE OF /. (SEE SECTION 3 DETAIL) �_ MALL A� l BRUSHY SMALL / , PROVIDE ARMOR LAYER ti - ' STONE / x _ STONE RIPRAP REVETMENT / �.-- \ O �, �/ i BEACH �. '� �'�"". \ --- --10-- / BEACH // / / (SEE SECTION 2 DETAIL) �- MEAN HIGH WATER UNE(MI \\ ` , J -I -SM 6 / ,��• ELEV.�2.76 co--8—— �R \ . \ \ �J I STONEJ� V / BE / / / C� d BEGINNING OF / SM GI / // ! O ERODED AREA __ AND LARGE - / Ai BOTTOM OF EMBANKMENT / v •,_,..,__ „ -__.,,...._ ` SMALL \ i- —'--— \ STONE 12-2007 S ND LARGE 6/ __ BEACH"/� \ C /j APPROXIMATE TOE OF ' n� STONE y APPROXIMATE TOE OF �/ a'�" - PROPOSED REVETMENT A n n \ APPARENT HIGH WATER UNE(AHWL) PROPOSED REVETMENT \ T / - , i% ' ' FEB - 4 201 BEGINNING OF �% \ ELEV�3.3 _ i ERODED AREA \ — — __ �—__ _� BOTTOM OF EMBANKMENT WLL f 10'0 /-4� 11-2012 / ' r BOULDER � m END OF N ERODED AREA "' U) 2 MEAN HIGH WATER UNE(MHW)\ APPROXIMATE TOE OF ELEV.-2.78 � S Z\PROPOSED REVETMENT -'� I NOTES O 0 _ w \ \ 1.) "EROSION CONTROL PLAN PREPARED FOR HAY HARBOR GOLF CLUB, INC. BEACH AVENUE FISHERS ISLAND, NEW YORK, SECOND HOLE" DATE 12-14-2007 REVISED 02-05-2008 SCALE: 1" = 30 FT. SHEET 1 OF 3. BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. CME PROJECT #2007845 w 2.) "COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD SUFFOLK COUNTY, NY" PHOTO NO. 40-1181-83 SHEET 37-FI OF 49 DATED: 8/29/88 Q SCALE: VI APPROX. REVISED 10-28-91. B L O C K NOTES o Z 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Q ENGAGEMENT. 2 GENERAL NOTES: ~ _ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS Q = a 1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN RECOMMENDATIONS. MAINTAIN A MINIMUM OF 12 INCH OVERLAP AT ADJACENT ITEM IN ANY WAY. N ) SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT o N co RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S m o m m o o SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF 2.) ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, FREE THE LAND SURVEYOR. OW FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT WOULD INCREASE o DETERIORATION FROM THE ENVIRONMENT OR Cr,USE BREAKING DURING HANDLING LEGEND 4.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, y 0 z Y AND PLACEMENT. SECTION 9, BLOCK 12, LOT 8.1. � o W � = o � PROPERTY LINE 1 0- m c� 0 1 C) I " `` 3.) FILTER STONE SHALL BE 3 INCH DIAMETER NOMINAL SIZE UNLESS ABUTTERS LINE —— 5.) TOTAL AREA = 44.6t ACRES. DATE: AUG. 13, 2013 OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS. 4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A EVENLY EXISTING CONTOUR — 26 — — 6.) BASE FOR LEVELS: MLLW GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE UNDERLYING MATERIALS. BRUSH LINE SCALE: 1 " = 40' THE FINISHED SURFACE SHOULD BE FREE OF POCKETS OF SMALLER STONES 7.) APPLICANT: HAY HARBOR GOLF CLUB AND CLUSTERS OF LARGE STONES. NOW OR FORMERLY N/F QUALITY CONTROL CERTIFICATION BOUNDARY POINT 0 8.) PORTIONS OF THIS SITE ARE LOCATED IN FLOOD ZONE-VE ELEV.=15 AS PROJECT #2012854 SHOWN ON FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK GROUP REVIEWED DATE 5.) ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT AND STONE IMAGE VIEW COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 19 OF 1026 MAP "KD PROJECT MANAGERS SLOPE TO BE LOAMED AND SEEDED. IF SEEDING OCCURS IN LATE FALL OR NUMBER 36103C0019H MAP REVISED SEPT. 25, 2009. SURVEY ,t WINTER TWICE THE APPLICATION RATE IS REQUIRED. 40' 20' 0 40' SHEET ENVIRONMENTAL 6.) ENDS OF REVETMENTS TO BE TIED INTO EXISTING GRADES OR SLOPES GRAPHIC SCALE IN FEET 1 0 F 3 CIVIL r2 •! CREATING AN EASTERLY OR WESTERLY FACE. ENDS OF REVETMENTS NOT TO BE STRUCTURAL LEFT EXPOSED. ARCHITECTURAL / ,, � , SOU HOLD TRUS S Na lssue' d - T�������C��Ormcl, Date. Address 9 - ot 101w ro I THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE.TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765.1892 James P.King,President 0f SO(jry Town Hall Annex Bob Ghosio,Jr.,Vlov-President ��� OHO 54375 p 75O.Boos 11 79 Dave Bergen jig Southold,New York 11971.0959 John Bredemeyer Q Michael J Domino �S T (6$1)765-1892 Fait(681)765-86+41 11 f BOARD OF TOWN TRUSTEES `f Town OF SOUTHOLD '�� DEC 19 2012 t HURRICANE SANDY EMERGENCY APPLIC ��—roof yes Vaud thru June 1.2013 Property Owner Name: Ae%y llklt 02 (' I-w/3 rNc- PG 3 90 Permanent Halling Address: X90 fox Phone Number(s): 63J- 940E-93-9-3 /-/o/-5lg G 7Sq -- Property Address:- d e/iN a L Avewu- Suffoik County Tax Map Number. 1000- 41173999 — P / Agent(if applicable)6,G 4,4,e D Pw /v,¢ti/4 G'�/� Address: I L 6p k d vE 41,y27. UG 3 S o ti Phone Number(s): 631- 17P,?--)3-Z3 AJOI- yA -G JS`g \� Board of Trustee Permit Number(s):#G 8/ Coon r,4 L Q Oslo Will any part of this project require a Binding Permit? /1/VU How much fill will be required? 2 SD 0 C." Project Description: W ALL BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.61115 DATE: FEBRUARY 27.2008 ISSUED TO: HAY HARBOR GOLF CLUB,INC. PROPERTY ADDRESS: BEACH AVENUE,FISHERS ISLAND SCT1b1#9-12-8.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 1 l 1 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 27,2008,and in consideration of application fee in the sum of$504.00 paid by Hay Harbor Golf Club.Inc.and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to restore approximately 550' of eroded shoreline by installing a"boulder slope"consisting of 24 ton boulders which shall be placed on filter fabric and a rock chip base, any disturbed areas shall be replanted with Rosa Rugose and Bayberry,and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying&Architecture,PLLC,last dated February 5,2008,and received on February 15,2008. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. (J` i Ii James F.King,President O` ►O�SQ�lj�rO Town Hal! �� Jill M.Doherty,Vice-President 6 53095 Route 25 P.O.Bos 1179 Peggy A.Dickerson 411 411 Southold,New York 11971-0959 Dave Bergen Telephone(631)765-1892 Bob Ghosio,Jr. �CD ' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT Permit#:6815C Date: February 27, 2008 SCTM#: 9-12-8.1 Name of Applicant/Agent: J.M.O. Environmental Consulting Services Name of Permittee:Hay Harbor Golf Club, Inc. Address of Permittee: P.O. Box 477, Fishers Island, NY 06390 Property Located:Beach Avenue, Fishers Island DESCRIPTION OF ACTIVITY: Coastal Erosion Permit to restore approximately 550'of eroded shoreline by Installing a'boulder slope"consisting of 2-4 ton boulders which shall be placed on filter fabric and a rock chip base;any disturbed areas shall be replanted with Rosa Rugosa and Bayberry. The Coastal Erosion Management Permit allows for the operations as indicated on the site plan prepared by CME Associates Engineering, Land Surveying &Architecture, PLLC, last dated February 5, 2008, and received on February 15,2008. Permit to construct and complete project will expire two years from the date the permit is signed. SPECIAL CONDITIONS: (apply if marked) _Bluff restoration,through a re-vegetation plan is a necessary special condition of this permit. A relocation agreement is attached hereto and is a necessary special condition of this permit. A maintenance agreement is attached with application and is a necessary special condition of this permit. o ' )James"F. King, President " Board of Trustees -},�,`ds`z.� �<;.�xi�.��`:�"' �F,'�;';n8r`Sc_ - a*5'"�£r'e�'�u*»' _ :*:`,��:r`'�'>._".:..,- F^qz---,.q�3�.;,':6- - _ .:',.,�-:. ,�'n'+' - "r< �,a°,x _- .•ca i res kg ��.x T .par„ -„1dry-uiaS• . ,Dvc.BB m t z°• s z A(w d E a aeaiao nam yi ,i ' us p za aNE N Y y t :.ue T/ � J + 3 rs ,n a* v FNo. •t v t t ma4tz 1$� l avE sv it pc 4 . O 0 P ni \l ixA a ttu FWE aCTD O I ) 27 R S � + X10 b� m 2TAIq 2W(G G FSNE DNSISUND UNIDRaP6d t! qT zz m a WEST 4 ] e ba N1' D gt '. Nfi)AIF1 5t w a 5 /�0 �♦ iiA ♦ L�.wc a °d°'�T 1n o,'m`�•TyryE +](^ zWw HAY HARBOR i s]!\lq O PS✓ is tg,3 °4 m'' �� �/Ylint4 Ya a i SSA Ici' t°�1°! 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I 2j w„ wawa ea mtw \y � tuhl • .� izw Vo �at,t / � � x» a � c •�/ Wm ' 2092 IPlr ec ,�J I- \ tae wwe t wey p west oR '}1 m rynenrwweOw e'a•' twW) „ ata a ` - ,,� ig.�� P1 v. / ;� �/ - �^ 1�+ r • axe' r �.,��,� w m cAV6 sBa i u � J � I/. °P'oss �2u• eq 6 t� ��ew zw / `�. _ -1 ( (3p us io 6 zl1 4 ,P] xPe',eJ a a6 "';x�'� '`i9�^o (_• ;N a O >'" g, , ro+ E� :os• M1ir]t r'�t A2/e tze ` �' . i ' i 1 2 2 \MrWi p i, ..• ,a] 2]l�(c) N Il ` • ,i , xa a`0 11 O Ism.) ' •11 aa> ,�Ahq _ __�1_(s) - held '1 �•\4 �P� .j.b ZxEU wa 1]31 HENRY L FERWSONYUSY J •v'IU 2w(c) © -_1 c a x1 • 9, °00 . 4sV-44Y (^ to tc 11 WU u 0 a _ A. ,1, 9r Fl__ �,01�9 118 ]t1• `� O R 2Wc1 �12 -N -j F tx `�c I � � tat ,�Ilq d .. "'- , �� O'�e/•. nx zn r. ..(4) i x°' ' 1 a F A a O p 11 usiq B x� Pe, an a 5 +, 1' R V a F' qL� --- a'pN°pt?ut'!�a x , �t rNmn�e '•"' '`; •. -t \yV' �'/l . Y .w(q � ;A ,l NO '" � l Pn(q ,sntU t w 0 t�> SEE sec Na tao ` /Oq/FN7ALz at P tTn/U g 0 see SEC g9 A HOVE lCFNFE tw(Ua Y2Hp0 a { —12-1qh- I I a - �I ' •� RRY D ea 2 L 1....w... ur •. u• _ _ __ aver __ __ rr --x-- NOTICE COUNTYOFSUFFOLK © E SOUTHOLO SECTION NO G µ____ Res. Tax Sernce AgenLy Y N....gym .. CeuMYCmMRHaNaa4NY1,SO1 M eoc 1U p ciw 7000 1 PRORERWMM 777' 77 . _-—77,17— ,t�e5�'•ry,Y,'h'ry «}`�.a/,rxt,.,.,s '„ ,,yrs�i.r;r;'t, :„:'.":..,':. -'°.c .'I;'..a+",'s Jx;.:;';'Tg, yrsa�^`,;'i'xs`:r;', L.M w, *"`.,°-` ..a. • •, , ,,. .. ..,...- cu..waww,eula>on� -,.m ,,...,,........_.�.___.......-, ®f SO!/��® OFFICE LOCATION: �® l® MAILING ADDRESS: Town Hall Annex AL P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) G - Southold,NY 11971 Telephone: 631 765-1938 `,®U 9N Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees MAR 1 7 2014 From: Mark Terry, Principal Planner LWRP Coordinator Board of Trustees Date: March 17, 2014 Re: Proposed Wetland Permit for HAY HARBOR CLUB, INC SCTM# 1000-9-12-8.1 J.M.O. Environmental Consulting on behalf of HAY HARBOR CLUB, INC. requests a Wetland Permit and a Coastal Erosion Permit to reconstruct approximately 270' of an existing storm destroyed rock revetment; and to install approximately 800' of new revetment by excavating the area at the toe of the existing bluff 5'; install compact fill as needed; install geotextile filter fabric and erosion control-matting; install a Y-4" layer of crushed stone as a filter layer; install armor layer rip- rap revetment; at the top of the revetment install 4"-6" of topsoil; install stone slope (minimum 2' diameter) to provide an interlocking mass and to fill voids with topsoil and seed. Located: Heathulie Avenue, Fishers Island. SCTM# 9-12-8.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP),Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies provided that: 1. Stones and boulders naturally occurring on the beach shall not be used for the proposed action. It is recommended that the Board require that all materials necessary to construct the new revetment be delivered from an off-site location. World-United States-NY-Suffolk Co.-Southold -• _ � � 'r sky.- �-.a'�;.4`' - -s'"- _ . �i sx 4- e"`:.'+f�✓�- x` °- ,,.,ydpye, T'x y.' „�- = F *x 1 � -Figure 1. Section of parcel bluff prior to "Sandy". N IZ z ..., b ;*^*9 n.+ .'�' t.,w; ice+• `^ y".lP. i.' � *'vgt.., Wit,.rte fV Vil •J ��.obi f`f`' a4 RF"r o- '." '"asx+°n tot*x s ;^ [I..�" .- '° � � ��a � x�•(aY.:"�11 x4w�,°�����_° �Y y x � �i \ � _ '�p''�e �.,' g f ...+;++i�?.+• �'� �`'"'p'",���"`- _w:w'',."!1`. x_�..Ar�+" �':++Cq�►««r�...,c� .a* «nr�' �'� r<�� 0"1-1. :, - Figure 2. Section of parcel bluff following "Sandy" Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney �110FO4C Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary d P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1892 Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., March 12, 2014 the following recommendation was made: HAY HARBOR GOLF CLUB to reconstruct approx. 270' of an existing rock revetment destroyed by storm and to install approx. 800' of new revetment. Excavate area at the toe of the existing bluff 5', install compact fill as needed, install geotextile filter fabric and erosion control matting, install a 3-4" layer of crushed stone as a filter layer, install armor layer rip-rap at the top of the revetment install 4-6" of topsoil, install stone slop (min. 2" dia.) to provide an interlocking mass and to fill voids with topsoil and seed. Located: Heathulie Ave., Fishers Island. SCTM#9-12-8.1 The CAC did not make an inspection, therefore no recommendation was made. MAR1 7 2014 Pnnrrl of Trustees r -A �l JaP'les F.King,President Vv�of S0Ury� Town Hall Jill M Doherty,Vice-President ,`O l0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen John Holzapfel �Q Telephone(631)765-1892 IyCOU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application Wetland Permit Application , Administrative Permit Amendment/Transfer/Extension FEB 4 2014 Received Application:`;.?/I//) - Received Fee:$ Completed Application 2 J08t1)Ulu t13ve(7 _Incomplete _SEQRA Classification: Type I Type II Unlisted Coordination:(date sent) VLWRP Consistency Assessment Form CAC Referral Sent:02 144VI _Date of Inspection: _Receipt of CAC Report: _Lead Agency Determination: _Technical Review: _Public Hearing Held: Resolution: Name of Applicant Hay Harbor Golf Club Address P.O. Box 477 Fishers Island,NY Phone Number:( ) 788-7701 06390-0477 Suffolk County Tax Map Number: 1000 - 9-12-\8 -1 Property Location: Heathulie Avenue, no# Fishers Island (provide LILCO Pole#, distance to cross streets, and location) AGENT: Glenn F. Just-JMO Environmental Consulting (If applicable) Address: P.O. Box 447 Quogue,NY 11959-0447 Phone: 653-0607 c/o- ail and of Trustees Applicata' GENERAL DATA Land Area(in square feet): 44 .6 acres Area Zoning: R Previous use of property: Golf Club Intended use of property: Golf Club Prior permits/approvals for site improvements: Agency Date Southold Town Trustees ? N.Y.S.D.E.C. ��oe� 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): Please see attached Applicant proposes to reconstruct approximately 270' of an existing rock revetment destroyed by Storm Sandy and to install approximately 800' of new revetment. Applicant proposes to excavate the area at the toe of the existing bluff 5', install compact fill as needed, install geotextile filter fabric and erosion control matting, install a 3-4" layer of crushed stone as a filter layer, install armor layer riprap revetment, at the top of the revetment install 4- 6" of topsoil, install stone slope (minimum 2' diameter) to provide an interlocking mass and to fill voids with topsoil and seed. As per enclosed plans prepared by CME Associates last dated 8/13/13. ,lard of Trustees Applicatii, WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Storm Sandy Repair and erosion control Area of wetlands on lot: 10,0 0 0 square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: 4 5 feet Closest distance between nearest proposed structure and upland edge of wetlands: 4 5 feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? cubic yards How much material will be filled? 3 2 ,5 0 0 cubic yards Depth of which material will be removed or deposited: 5 feet 2 :1 Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: Backhoe 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): As proposed the project should have no negative impacts upon the waters or wetlands of the Town lard of Trustees Applicati�_,' r` COASTAL EROSION APPLICATION DATA Purposes of proposed activity: Erosion control and Storm Sandy repair 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? 3 2 , 5 0 O(cubic yards) How much material will be filled? 32, 500 (cubic yards) Manner in which material will be removed or deposited: Backhoe Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) There are no negative environmental impacts ant�ipated t \ 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-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 1 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 L'You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Erosion control/Storm Sandy repair Project Location(describe,and attach a location map): Heathulie Avenue,no#,Fishers Island Brief Description of Proposed Action: Please see attached Name of Applicant or Sponsor: Telephone: 631-788-7701 Hay Harbor Golf Club E-Mail: Address: P.O.Box 477 City/PO: State: Zip Code: Fishers Island NY 06390-0477 1.Does the proposed action only involve the Iegislative 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. 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: ❑ ❑ Southold Town Trustees$N.Y.S.D.E.C. 3.a.Total acreage of the site of the proposed action? 0.70 acres b.Total acreage to be physically disturbed? 0.70 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant orproject sponsor? 44.6 acres 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 0Other(specify): Golf course ❑Parkland Page 1 of 4 4 Applicant proposes to reconstruct approximately 270' of an -existing rock revetment destroyed by Storm Sandy and to install approximately 800''of new revetment.- Applicant proposes to excavate the area at the toe of the existing bluff 5', install compact- fill ompact- fll as needed, install geotextile filter fabric and erosion control matting, install a 3-4" layer of crushed stone as,a filter layer,,install armor layer riprap revetment, at the top of the revetment install 4- 6" of topsoil, install stone slope (minimum 2' diameter) to provide an interlocking mass nand to fill voids with.topsoil and,seed. As per enclosed plans prepared by CME Associates last dated 8/13/13. l 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? El ❑ El b.Consistent with the adopted comprehensive plan? ❑ ❑ ❑✓ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES - °landscape? ❑ 7 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:Block Island Sound ❑ 0 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ✓❑ ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ,/ ❑ 9.Does the proposed action meet or exceed the state energy code requirements? ' NO YES If the proposed action will exceed requirements,describe design features and technologies: ) ✓❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: W1 ❑ . 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ 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? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ElIf Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 21 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check.all that apply: m Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional Cl 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? ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources?, NO YES If Yes, a, Will storm water discharges flow to adjacent properties? ❑NO ❑YES ❑✓ ❑ b.Will storm'water discharges be directed to established conveyance systems off and storm drains)?,; If Yes,briefly describe: LJ NO ❑YES t - , Page 2 of 4 18.Does the proposed action inc:uuv construction or other activities that result in the unpoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,ekplain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: W1 ❑ 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: 7 ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: GI E. ustA Date: i rb�i/J q Signature: IWO Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? [n_ 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? EZ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the f 7/ establishment of a Critical Environmental Area(CEA)? E 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)? Y Page 3 of 4 I - No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ 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 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. j Ng e o Lead gency Date Print or Type Name of R P9onsible Officer in Lead Agency Title of Vesponsible Officer e of Resp o i le Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Please see attached STATE OF NE YORK COUNTY OF 'SUFFOLK G1 F. Just , residingat 121 ,Tessup Avenue, ouogue, QTY being duly sworn,deposes and says that on the day of (1 a 20_[�f, deponent mailed a true copy of the Notice se forth in the Board of Trustees Application, directed to each of the above named persons at thea dresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll f the Town of Southold; that said Notices were mailed at the United States Post Office at' � that said Notices ere ailed to each of said persons by CERT D -AM/RETURNRECEIPT. . i Sworn to before e this Day of 0-1 20 f r4 C" Not Public PATR! IA M. MC CHESNEY (Votary Public, Sate of New Mork N-c.01 MC4667610 Qualif ed in Suffolk County 0 Commission Expires Sep.30, ;R1C,�61 J Adiacent vmnerties for Hay Harbor Club Inc. 9-12-7.1 1499 Orien al LLC 10-10-5 c/o Lau Asc ociates LLC Locke McLean & Sara Ridgway 20 MontchE nin Road, Suite 110 PO Box 606 Greenville, DE 19807 Fishers Island, NY 06390 9-12-6.1 John W. M ttler III Res. Trust 10-8-15 6 Brightview Avenue Robert W. Parsons APRT PO Box 81 9 Rathbun Place Hobe Sound, FL 33475 Mystic, CT 06355 9-12-5 Christopher & Ellen diBonaventura 10-8-12 27 Suffolk f Zoad Francis Kernan, Jr. Chestnut H II, MA 02467 39 Stone Hill Road Bedford, NY 10506 9-12-4 Elizabeth L Hobson 212 E. Thin Street, Suite 300 12-2-1 Cincinnati, QH 45202 United States Government Washington DC 20000 9-12-3 (only information on file) William & P meta Kennan 1170 Fifth Jvenue, Apt. 7A New York, Y 10029 9-11-7.14 Highland H use FI LLC 110 Five M le River Road Darien, CT 06820 9-11-7.15 Highland H use FI LLC 110 Five M le River Road Darien, CT 06820 9-11-9.3 Sarah F. Russell Trust 20 Geer Hill,Road PO Box 10 Hadlyme, CT 06439 10-10-6 Susan Sin c air PRT 8 Schroed r Court Savannah, GA 31411 John E redemeyer, President Town Hail Annex Michael J Domino, Vice-President , �r�`° c�a� 54375 Route 25 James F. King CA _ P.O: Box 1179 C arles J. Sanders o o Southold, NY' 11971 Telephone (631.) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTJHOLD BOARIOR TRUSTEES:TOWN OF SOUTHOLD ------- ----------------------------------------------- In the of the Application of HAY CLUB INC. COUNTY OF SUFFOLK) a STATE Of NEW YORK) AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REVIAINS IN PLACE FOR EIGHT DAYS I, 4,9 1-9 ,residing at/dba Y f O zig g,_d!y being duly sworn, depose and say: That on th day of //1 IM 201 I personally posted the property known as u CL by pla ing 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. D to of hearing noted thereon to be held Wednesday,March 19,2014. Dated: i �_Z, signature) Sworn to before me its !1 day of 11c,"',204 Notary Pu lic BRUCEA.HAWLEy NOTARY PUBLIC S TE OF RHODE ISLAj.,jD .Iy COM ISSION EXPIRES 10; •r NOTICE OF HEAR, ING NOTICE 15 HEREBY GIVEN that a public hearing will be held by the SOUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. : OWNER(S) OF RECORDIla #**,.c 6or CItAb Reconstruct approximately 270' of an existing storm PUBLICdestroyed rock revetment; and to install Fapproximately 8'00' of new revetment by excavating HEARING. the area at the toe of the existing bluff 5% install compact fill as need 'instdll geotextile filter fabric and erosion control matting; install a Y-4" layer of crushed stone as a filter layer; install, armor layer rip-rap revetment; at the top of the revetment install 4"-6" of topsoil; install stone slope (minimum 2' dia meter) to provide an interlocking mass and to fill voids with topsoil and seed. ATE TIME & D*'*' OF PUBLIC ANNE: - - ': %;*M0 V W W Ided /?7vircli If 9� If you have an -interest in this project/ you are invited to view the Town file(s) which are available for ins r ection prior to the day of the hearing during normal business days between the ours of 8 a.m and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631 ) 765- 1892 ward of Trustees Application i County of S ®I State of NevYork c BEING DULY SWORN ]DEPOSES ANDAFFIRMS THA HE/S S-THE APPLICANT FOR THE AIIOVE DESCRIBE PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE � TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL DE E ONE IN THE MANNER SEI'FORTIS IN.THIS APPLICATION AND AS MAY BE APPROVED BY THE-SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES T 3 BOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HA S FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING CINDER® BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING TMS t . APPLICAT ON,I HEREBY AUTHORIM THE TRUSTEES,THEIR AGENT(S)OR , REPRISE ATI S(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WrM REVIEW OF THIS APPLICATION. � I S1 of Px O ne er SWORN TO BEFORE ME THIS J � DAY OF& j20_L i.� 1 Iola goC9T� I i. 1 i k 3 -- d of Trustees Application'- i i O TION (where the applicant is not the owner) 1741tdoll C,e4 13 r 1, c 12 C residing at you �k (print owner of property) (mailing address v63yv do hereby authorize (Agent) j Glenn a ® Just JMO Enviro mental Consult inqo apply for permit(s)from the Southold Bo ard of Town.Txusttees on my behalf i f Owner' s` aW re) I • __ - - .• � � -- - of APPLICANT'/AGENT/REPRESE'NX'A.T1W TRANSACTIONAL DISCLOSURE FORM The Town of old's Code f Ethics rohib' conflicts 'n rest n the f town officers and 1 ees a se of f' thisf9rinisIq rovide infonnation which can alertthe town ofriossible conflicts of temsY and allow it to take whatever action is F to av id same. YOURNAME Gt , T - L ��G� 011", I l (Iasi mune,fist name,middle initial, lying in the name of �- someone else or other entity,such as a company.If so,indicate the-other person's or company's name.) i NAME OF API LICATION:-(Check all that apply.) i Tax grievance Building Variance Trustee T? i Change ofzom Coastal Erosion Approval of pI Moodug !' Exemption fmn i plat orof tial map Planning Other 4 I - (if"Otho-,nan C the activity.) Do you persona ty(or through your company,spouse,sibling,parent;or child)have a relationship with any officer or employee ofthe Town of trthotd? "Retation W'includes by blood,rparriage,or busmess interest."Business interest."-means abusiness; ; including a part tership,in which the town officer or employee bas even a partial ownership of(or•employment by)a corporation in which the tov m officer or employee owns more than 5%ofthe shares. YES NO lfyoo answered"YES",complete the balance of this form and date and sign where indicated. 3 Name of person employed by the Town of Southold. �) Title or position of that person = + II Nscribe the rel,itionship,betweenyourself(the applicant/agent/representative)and the town officeror employee.Either check the appropriate 'ne A)through D)and/or describe in the space provided . The town offs or employee or his or her spouse,sibling,parent:,or child is(check ail that apply): " A) the oi vuer of greater than 5°/"ofthe shares ofthe corporate stock ofthe applicant . (wbiq the applicant is a corporation); - B)the le or l eneficiai owner of any interest in a non-corporate enftty(when the j applicant is not a corporation), j C)an officer,director,partner,or employee ofthe applicant;or D) ffic actual applicant. ; DESCRIPTION OF RELATIONSHIP ;! 1 i u Submitwft /—S tiny f !� U 20,13iF Signature- :l Print Name Form TS l • I J 1 .APPLICA2T/AGENT/REPRESENfi1�TIVE TRANSACTIONAL DISCLOSURE,FORM Town 0-f-SOU1111614-'s Code of KbIM Vmbibits confliM 9-firitc6sto theM pfMM officers andemp-Igm. e inxim' iso to I—e.i ati' to of ' Ie i of dal it vaction ig nece r t of �" YOUR.NAME (bast name,flrstname,jpiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the.other poison's or company's name.) NAME OF APPLIC TION: (Check all that apply.) Tax grievance Building -- — Variance , Tnistee Change of Zane Coastal Erosion _ Approval of plat Mooring f Exemption from plal or official map Planrung Other f (lf"Other",name thi,activity,.). Do you personalty( r through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Sout id? "Relationship"includes by blood,marriage,or business interest"Business interest'means a business, including a partners; ip,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town o ricer or employee owns more than 5%of the shams. ' S YES NO Ifyou answered" S",complete the balance of this form and date and sign:where indicated. Name of person eml iloyed by the Town of Southold i Title or position of that person Describe the relatior ship between yourself(the applicandagenthepresentative)and the town officer or employee.Either check the appropriate line )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 ownei of greater than 5%of the shaves of the corporate stock of the appficpt (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity when the ; applicant s not a corporation); C)an officer director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP • - I Submitted this d 2c4_q , Signature Print Name' Form TS l Environmental Consulting Services 4 To whom it may concern: Please be advised that we have authorized the firm of J.M.O. Env' onmental Consulting Services to act as our agent on our behalf in applying for certain approvals through your agency and others involved , with this project. J.M.O. Consulting Services has been retained to coordinate all approvals necessary through your and other involved agencies, as well as our architect, engineer and contractors. We request that all coinmunications, correspondences, notices, approvals and calls be addre sed directly to the offices of J.M.O. Environmental Consulting Services. Signature , Dated Phone (631) 653-0607 ® Fox (631) 653-3348 121 Jessup Ave ® 2nd Floor m P.O. Box 447 Quogue, New York 11959-0447 s Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.f1: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A i 1000-9-12-1 ,9 .1 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN x tf— of CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WO - PROPOSTD CONSTRUCTION 1TEm# / won ASSESSMENT Yes No a. What is the Total rea of the Project Parcels? 9 Will this Project Retain All Storm Water Run-Off j (include Total Ar of all Parcels located within 44 .6 a C Generated by a Two(2")inch Rainfall on Site? the Scope of Work for Proposed Construction) (&F.I Acres) his item will include all runt-off created b site f b. What is the Total A ea of Land Clearing clearing and/or construction activities as well as all -- D and/or Ground Dist rbance forthe proposed3 50 S f Site Improvements and the permanent creation of . construction active ( . .i Acres)? s F impervious surfaces.) i I 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PR JECC AESCREMON (Provide Additional NgesasNeeded) Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. P1 PA see attached L} Will this Project Require any Land Filling,Grading or ' Excavation where there is a change to the Natural ® X f Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? l i. 5 Will this Application Require Land Disturbing Activities ® 4 Encompassing an Area in Excess of Five'rhousand (5,000 S.F.)Square Feet of Ground Surface? 6 is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction } General DEC'SWPPP Regii1rements or within One Hundred(100')feet of a Wetland or El Submission of a SWPPP is ufred for all Construction activities involving soil Beach? disturbances of one(1)or m acres;including disturbances of less than ore acre that 7`Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one ormore acres of fared; which Exceed Fifteen(15)feet of Vertical Rise to including Construction acti d s involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? X i the DEC has determined thaq a SPDES permit is required for slam water discharges. i (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious ' for Storm Water Discharge fro;Con struction activity•Permit No.GP-010.001.) Surfaces be Sloped to Direct Storm-Water Run-Off X 1.The SWPPP shall be rador to the lion of the N01.The N01 shall he i into and/or in the direction of a Town right-of-way? submitted to the Department r to Ole commencement of construction acOvity. 2.The SWPPP shall descrrb the erosion and sediment control practices and whom 9 Will this Project Require the Placement of Material, I required,post corsstructfon s water management practices that will be used and/or Removal of Vegetation and/or the Construction of any X ;(: constructed to reduce the po tants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder t Compliance with the terms a CondiffDris of this ponnit In addition,the SWPPP shall Area?(This Item will NOT include the Installation of Ddv ay Aprons.) ,�- fdontify potential sources of ilution which may reasonably be expected to affect tho quality of storm water discha NOTE: if Any Answer to Questions One through Moe is Answered with a Check Mark In a Box and the construction site disturbance is between 5.000 S.F.S i Acre area, In ar 3.All SWPPPs that require th postconstnmtion storm water management practice ; component shall be prepared y a qualified Design Professional Licensed In New York a Storm Water,Grading,brainago 8 Erosion Control Plan is Required by the Town of Southold and Must be Submitted for Review Prior to issuance of Any Building Permit 1 that IS knOwfedgeable In the p�InCipleS and practices Of Storm Water Management Southold A Qieck Marc(.I)andkr Answer for each Questlon Is Required for a Complete AppStapoa) i STATE OF NL"W' `ORK, COUN T OF...S u f f o 1 k,,,,,,,,,,,,,,,,•,SS Glenn F. Just 17tat 1,......... ...... �........................ ...............................being duly sw6m,deposes and says that he/she is the applicant for Permit, i (N of individual signing Documert) Andthat he/she is I a A29=........................................ ................. ........................................... wnnhacior,Agent.Corporate tjlfi�er,etc j Owner and/or repr entative of the Owner or Owners,and is duly authorized to perforin or have performed the said work and to make and file this a plication;duet all statements contained in this application are true to flue best of his knowledge olid belief;and that the work will b performed in the manner set forth in the application filed herewith. Sworn to before me this; :.`, . dayoofn..... X1 1.0 r ,2U..� j NotaryPublic. ...P ..............�.1 A.............................. .... .. ............ .. J °fts 2—ilia (Signature of AWioanl) i FORM - 06110 1 Notary Public,Sate of Nsw York No.01 MC4667610 Qualified in Suffolk Count Commission Expires Sep.30,1 Applic t proposes to reconstruct approximately,270' of an existini r rock revetment destroyed by Storm,Sandy and to install approxmately 800' of new revetment. Applicant proposes to excava e the area at the toe of the existing bluff 5', install compact fill as r eeded, install geotextile filter fabric and erosion control matting, install a 34" layer of crushed stone as a filter layer;,install armor 1 ayer riprap revetment, at the top of the revetment install 4- 6" of tc psoil, install stone slope (minimum 2' diameter) to provide an inte locking mass and to fill voids with topsoil and seed., As per enclosed plans prepared by CME Associates last dated 8/13/13. 4 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 si nifg icant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 9 _ 12 _ Xm PROJECT NAME Frosion control and Storm Sandy repair The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: x❑ Nature and extent of action: Please see attached Applicant proposes to reconstruct approximately 270' of an existing rock revetment destroyed by Storm Sandy and to install approximately 800' of new revetment. Applicant proposes to, excavate the area at the toe of the existing bluff 5', install compact fill as needed, install geotextile filter fabric and erosion control matting, install a 3-4" layer of crushed stone as a filter layer, install armor layer riprap revetment, at the top of the revetment install 4'- 611) of topsoil, install stone slope (minimum 2' diameter) to provide an interlocking mass and to fill voids with topsoil and seed. As per enclosed plans prepared by CME Associates last dated 8/13%13. LocqLtion of action: Heathulie Avenue, Fishers Island Site acreage: 44 .6 Present land use: Golf club Present zoning classification: R- 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: Hay Harbor Golf Club (b) Mailing address: P.O. Box 477 Fishers Island, NY 06390-0477 (c) Telephone number: Area Code( ) 6 31 -7 8 8-7 7 01 (d) Application number, if any: Unknown Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes 0 No❑ If yes,which state or federal agency? N.S,s.n.F.C. 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. 5/Yes ❑ No ❑ Not Applicable The project does not involve "development" and stiouid have no negative impacts upon open space or the character the community. It is felt that this project is consistent with this policy Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LW�Rj P Section III-Policies Pages 3 through 6 for evaluation criteria u Yes ❑ No ❑ Not Applicable The project shall have no impact upon any historic or archaeological resources . It is felt that this project is consistent with this policy Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria � Yes ❑ No ❑ Not Applicable The project will have no impacts upon any scenic resources or impact the visual quality of the Town. It is felt that this nrnjart- iG consistent with this policy 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 11 Yes ❑ No ❑ Not Applicable The project will not cause accelerated erosion ot adjacent properties, with not create any aesthetic impairments, there shall be no loss of marine or wetland habitat and there will be no loss of public recreational resources. It is felt that this project is consistent with this policy Attach additional sheets if necessary Policy, 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Po cies Pages 16 through 21 for evaluation criteria Yes ❑ No ❑Not Applicable The project will have no impact upon the quality or quantity o potable water. It is felt that this project is consistent with this policy 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 thh 32 for evaluation criteria. row ❑ ❑ Yes No Not Applicable The project will have no negative impacts upon the qua i y ,or function of any wetlands, ecosystems or areas .of STgnificant Coastal Fish and Wildlife Habitats. It is felt that this project is consistent with this policy Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 2 through 34 for evaluation criteria. Yes —] No[:] Not Applicable The project will have no impact upon air quality. It is felt that this project is consistent with this policy Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous subs ances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable The project does not involve the use of or the disposal of solid waste or hazardous substances and wastes. It is felt that this project is consistent with is policy PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public res rces of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation cri ria. nn Yep ] No❑ Not Applicable The project will have no impact upo publi& access to, an the recreational use of coastal watEirs, public lands, or the public resources of the Towm, It is felt thatis project is consistent with this policy Attach additional sheets if necessary WORKING COAST POLICIES P' Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III-Policies; Pages 47 through 56 for evaluation criteria. [YYes ❑ No ❑ Not Applicable The project will have no impact upoAPSouthold' s water-dependent uses of or the siting of new water-dependent uses in suitable locations. it is felt that this project is consistent with is policy 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. 1Yes ❑ No ❑ Not Applicable The project will have no impact upon tfie substainable use of living marine resources. It is felt that this project is consistent with this policy 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 This project does not involve agricultural lands. It is felt that this policy is not applicable to this project 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 The project does not involve the use of or the development of energy or mineral resources. It is felt t tt this po icy is not applicabie to this prod ec PREPARED BY Glenn E. Just TITLE Agent DATE*/