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HomeMy WebLinkAboutTR-10672 Glenn Goldsmith,President _s`�0®F so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®V� ®�® P.O. Box 1179 Eric Sepenoskii Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples y® Fax(631) 765-6641 ®l�C4UNV,�� ' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction % constructed When project complete, call for compliance inspection; Glenn Goldsmith,President *®F S®U? Town Hall Annex A. Nicholas Krupski,Vice President �� �® 54375 Route 25P.O. Box 1179 Eric Sepenoskii Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples • a0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 14, 2024 Keith Masseria L.K. McLean Associates 437 South Country Road Brookhaven, NY 11719 RE: JOSEPH MINETTI 2500 POINT ROAD, ORIENT SCTM# 1000-16-1-1 1 Dear Mr. Masseria: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 13, 2024 regarding the above matter: WHEREAS, L.K. McLean Associates on behalf of JOSEPH MINETTI applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated June 12, 2024, 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 July 17, 2024, and again on November 13, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of JOSEPH MINETTI for±151 linear feet of new steel bulkhead that includes two returns with anchorage system (wale/tie rods/anchor sheeting) installed approximately 87' to 13'4" landward of the existing concrete wall and raised approx. 36" higher than existing bulkhead; existing concrete bulkhead within property lines is to be removed and disposed of at an approved upland facility; re-use existing stone on-site, install new armor stone, and install additional armor stone on Suffolk County Parks Property for a total of±184 cubic yards over±900sq.ft.; excavate ±90 cubic yards of material over an area of±900sq.ft. for toe stone installation with all excavated material to be placed on top of the toe stone as beach nourishment; approx. 155 cubic yards of clean sand from an upland source to be used as backfill behind the bulkhead along with any excavated material for the installation of the bulkhead; install ±151 linear feet of 42" high aluminum railing on top of bulkhead; and to install and perpetually maintain a 10' wide non-turf buffer consisting of a stone splash apron (±80 cubic yards over±1,000 sq.ft.), and plantings 12" on-center over the ±1,00sq.ft. buffer; and as depicted on the site plan prepared by L.K. McLean Assocaites, received October 23, 2024, and stamped approved on November 13, 2024. - Permit to construct and complete project will expire three 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, Glenn Goldsmith President, Board of Trustees Glenn Goldsmith, President �V s®�/�� Town Hall Annex A. Nicholas Krupski,Vice President ®V� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski J�f Southold,New York 11971 Liz Gillooly Q Telephone(631) 765-1892 Elizabeth Peeples • a0 Fax(631) 765-6641 COU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#10672C Applicant/Agent: L.K. McLean Associates Permittee: Joseph Minetti SCTM#: 1000-16-1-1 Project Location: 2500 Point Road, Orient Date of Resolution/Issuance: November 13, 2024 Date of Expiration: November 13, 2027 Reviewed by: Southold Town Board of Trustees DESCRIPTION OF ACTIVITY: For±151 linear feet of new steel bulkhead that includes two returns with anchorage system (wale/tie rods/anchor sheeting) installed approximately 87" to 13'4" landward of the existing concrete wall and raised approx. 36" higher than existing bulkhead; existing concrete bulkhead within property lines is to be removed and disposed of at an approved upland facility; re-use existing stone on-site, install new armor stone, and install additional armor stone on Suffolk County Parks Property for a total of±184 cubic yards over ±900sq.ft.; excavate ±90 cubic yards of material over an area of±900sq.ft. for toe stone installation with all excavated material to be placed on top of the toe stone as beach nourishment; approx. 155 cubic yards of clean sand from an upland source to be used as backfill behind the bulkhead along with any excavated material for the installation of the bulkhead; install ±151 linear feet of 42" high aluminum railing on top of bulkhead; and to install and perpetually maintain a 10' wide non-turf buffer consisting of a stone splash apron (±80 cubic yards over±1,000 sq.ft.), and plantings 12" on-center over the±1,00sq.ft. buffer; and as depicted on the site plan prepared by L.K. McLean Assocaites, received October 23, 2024, and stamped approved on November 13, 2024. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: X A maintenance agreement is attached hereto and is a necessary special condition of this permit. BY: Glenn Goldsmith, President Board of Trustees 1 i ;i Glenn Goldsmith, President ® S �r� 'Town Hall Annex y A. Nicholas Krupski,Vice President �Ca� 54375 Route P.O.Box 1179 Eric Sepenoski J�t >It Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 s Elizabeth Peeples ►��COY � yb Fax(631) 765-6641 { ip ice- i BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD z a I 30 YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE i (We) Joseph Minetti The owners of record of property at: 2500 Point Road, Orient, New York SOTM#: 1 flfl0-Sf-t-ti 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: for±151 linear feet of new steel bulkhead that includes two returns with anchorage system(wale/tie rodslanchor sheeting) installed approximately 87" to 13'4" landward of the existing concrete wall and raised approx. 36"higher than existing bulkhead; existing concrete bulkhead within property lines is to be removed and disposed of at an approved upland facility: re-use existing stone on-site install new armor stone, and install additional armor stone on Suffolk County Parks Property for a total of±184 cubic yards over±900sg.ft.• excavate±90 cubic yards of material over an area of±900sg.ft. for toe stone installation with all excavated material to be placed on top of the toe stone as beach nourishment* approx. 155 cubic yards of clean sand from an upland source to be used as backfill behind the bulkhead along with any excavated material for the installation of the bulkhead: install±151 linear feet of 42"high aluminum railing on top of bulkhead; and to install and perpetually maintain a 10'made non-turf buffer consisting of a stone splash apron(±80 cubic yards over ±1.000 sq.ft.). and plantings 12"on-center over the±1,00sg.ft. buffer, as shown on the attached licensed survey and/or site.plan for the approved structure. tt 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. '9 N r' ed gnature of owner of record S�LX� �� AMY SCHMITZ 1 Notary Public-state of New York N0.01 SCO027827 otary bI1C in Suffolk county My C malifiedQumi sion Expires Aug 13, 2028 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. _ 'RU ST- I S .OLD T SOUTH . . - EE No. ' 100�a + I o'(07 T cl C, Issued To 'sosue-ON . Dat _11 /13e `t a �oo 90 .1 �� Rom o� : e�,-Aaaress .THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFtCE,TOWN OF SOUTH OLD SOUTHOLD, N.Y. 11971 TE L. 765-1892 rMAI b��,• °✓°�`,� "- � j.:;�el 7""' ! ,r"' $° -3- .�'�o.{ .L .. ,� 4 � .D ; �7y�• d•�e' . - u BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10672 & 10672C DATE: NOVEMBER 13,2024 -f . t . . ISSUED TO: JOSEPH MINETTI PROPERTY ADDRESS: 2500 POINT ROAD, ORIENT SCTM# 1000-16-1-1 S� AUTHORIZATION - ;� a e� Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 1 accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 13,2024, and in consideration of application fee in the sum of$2,500.00 paid by Joseph Minetti and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the �� s following: f ° ? Wetland Permit for±151 linear feet of new steel bulkhead that includes two returns with _ anchorage system (wale/tie rods/anchor sheeting) installed approximately 8'7"to 13'4" landward of the existing concrete wall and raised approx.36"higher than existing bulkhead; existing concrete bulkhead within property lines is to be removed and disposed of at An approved upland facility; re-use existing stone on-site,install new armor stone,and install additional armor stone on Suffolk County Parks Property for a total of±184 cubic yards over f900sq.ft.; excavate±90 cubic yards of material over an area of f900sq.ft. for toe stone installation with all excavated material to be placed on top of the toe stone as beach nourishment; approx. 155 cubic yards of clean sand from an upland source to be used as a- backfill behind the bulkhead along with any excavated material for the installation of the bulkhead; install±151 linear feet of 42" high aluminum railing on top of bulkhead; and to ' r install and perpetually maintain a 10' wide non-turf buffer consisting of a stone splash apron fr (f80 cubic yards over±1 000 s ft. and plantings 12 on-center over the f100s ft. buffer; and Y � q. )� p g � q. � �.. as depicted on the site plan prepared by L.K. McLean Assocaites,received October 23,2024, and stamped approved on November 13,2024. ` l' 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 the day and year written above. gp�FO� CA �p �c . c 7 � �. c_ -..��. �' °��. .��.,9- ��,1 ��;.�.: ?���� ,*k .�. �:�. :.fit• •�\_� _: .t. J- .4 �_...�^ ,�w �t .!° - s{ fit*+. �"` t •'i!}.... 3' TERMS AND CONDITIONS The Permittee Joseph Minetti, 2500 Point Road Orient 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 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS PLAN ....,ac....._..a�.... ,� �, w.i aLa �.e.,e.�' rr:,�:.:en.. nm. nwa.aam..=Wa;.w i. .a... y, , aa. �SBa...: .'y... ..., as = - . - N 87 ti SOIL BORING PLAN ' r� 3 103 131 '.00Z fl 80 ' ,C, 4 GENERAL PLAN 108 ►38 ,� G ro 5 TYPICAL SECTIONS - 1 V06 '\CG 6 TYPICAL SECTIONS - 2 ss /00 71 93 60 100 /05 58 l 8 74 I 36 Qo(1d * 14 22', 88 63 Orient Pt , GENERAL NOTES 51 53 Lighthouse �jQrti 1. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY 0 4S REMOVED FROM THE ADJACENT AREA (UPLAND) AND REMOVED TO AN APPROVED UPLAND AREA FOR 65 17 DISPOSAL. NO DEBRIS IS PERMITTED IN TIDAL WETLANDS AND OR PROTECTED BUFFER AREAS. 4/ 26 2 2. THERE SHALL BE NO DISTURBANCE TO VEGETATED TIDAL WETLANDS OR PROTECTED BUFFER AREAS AS A + Orient �6 RESULT OF THE PERMITTED ACTIVITY. ♦ ♦ + •O • •� • , • r a" Point 20 3. THE STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE CONFINED TO THE UPLAND AREA of ♦SQyNDVIEw�D ` LANDWARD OF THE BULKHEAD. + + •° �• y SEA DR ' • ? ORIENT POINT ;,, 0 NORTH . . l 0 > 4. ALL DISTURBED AREAS WHERE SOIL WILL BE TEMPORARILY EXPOSED OR STOCKPILED FOR LONGER THAN * + NORTH • ' + pLki m * l� COUNTY PARK ONE (1) WEEK SHALL BE CONTAINED BY A CONTINUOUS LINE OF STAKED HAY BALES/SILT CURTAIN (OR ++ SEA DR •* z ' o z OTHER NYSDEC APPROVED METHOD) PLACED ON THE SEAWARD SIDE BETWEEN THE FILL AND WETLAND pP •� m� % FiY " OR PROTECTED BUFFER AREA. TARPS ARE AUTHORIZED TO SUPPLEMENT THESE APPROVED METHODS. + s�. • LANt .� • ��'�. �E' " + 01. �. rie 4 d o 5. GROUNDWATER/TIDAL WATER ELEVATIONS SHOWN ARE APPROXIMATE AND SHOULD rE VERIFIED BY THE • •� �N Poi d ,* ` 2 CONTRACTOR. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING REGARDLESS OF THE ELEVATION • a view �LO AT THE TIME OF CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY NECESSARY PERMITS �� _ . . *, ' '" • j 43 . REQUIRED TO PERFORM DEWATERING. �P " 25 83 0 X �* • , Cem ° 25 1l lk- • a • • • �� PROJECT LOCATION Orient � — arina %�4 0 •q,tiv+ Point . • • • PRK r ♦ * S Doc o • �O ♦ STATE-• 25 j 25� TIDAL > 4/ �✓ WETLANDS CIO • Q ¢ M9y Terry o.,,, O� gyp• /0 Cem ' ♦s y J o ORIENT BEACH �_,►u_ - STATE '�- RIB 77G7'...k . .' ':3.a. '.YP...u'a ww. 4' .5y "i`df"�.-,siu. ti. `Y 4s lu.:.il.,:cu'a.ra:d •r1Y a APP'ROVED BY LOCATION MAP BOARD OF 'I RUSTEES TOWN OF SOUTHOLD 1000 0 1000 2000 DATE SCALE 1" = 1000 FT 1�Oven.�^ r 1 )10��-I L O U 0) c 3 v L 41 U OHmm"6E 1"x" M I T L A'm N 64" F 0 r."' v L PREPARED AND U / RECOMMENDED Y: A 2"'k 5 U`' 'U0% RIENT I ' T o � i DATE: SUFFOLK COUNTY co ROBERT S EELE, P.E. — NYSPE Lic. No. 077397 r Y L. K . McLEAN ASSOCIATES , D . P . C . ORIENT, N 437 SOUTH COUNTRY RD. BROOKHAVEN, NY 11719 '�P�EOF/y£�Y O * S o��,RT A. SlFfO�� - v 0 OCT 2 3 2024. E r*, 0 00� a �0�� 077397 ����" _.......... _......___..__ 0 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS �F£SSIONA�-�` OCTOBER 2024 I LO ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS N N AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER 0 0 THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE 04 0 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER °o CD MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION 0 j (NYS ED. LAW SECTION 7209-2). a: LKMA PROJECT NO. 24061 .000 ........... ...... A"% N%�� g ............. N' QU, 3 �m 7 OWNER: SUFFOLK COUNTY gg k h, 0 ADDRESS: N/A POINT, NY ORIENT --M #1000-015-09-006.0 1211115 WF", 411, 4: Pq& 4, A PHOTO NO. 1 PHOTO NO. 2 OWNER: JOSEPH MINETTI ADDRESS: 2500 POINT ROAD ORIENT POINT, NY SCTIVI #1000-016-01 -001 "j mn 4 —4 Nm 'P "A' & x E, ffOV, �V , U�4N��', �q a- m 4 PHOTO NO. 3 PHOTO NO. 4 4 R, g 6\ j j4, vg, mw 4111, pot" Z .M WIWI jk� di �s pg- cn F-) L-JINERIS, 0 PHOTO NO. 5 PHOTO NO. 6 """"W"Mm, IN..... 0 "N"M"', Q x LLI N '4 N u C) 4WH 0 u x'-,�,ml Rm > u P LA N- PHOTO NO. 7 PHOTO NO. 8 SCALE 1 "=20"' (22" x 34") 0 LEGEND- SCALE 1 "=4(1Y (11 x 17)9) DATE BY DESCRIPTION APPROV. BY GRAPHIC SCALE REVISIONS 0 DESCRIPTION SYMBOL 20 0 20 40 TOWN OF SOUTHOLD Ifni SCALE IN FEET SUFFOLK COUNTY, NEW YORK 0 PHOTOGRAPH LOCATION WITH DIRECTION # OCT 2 3 C) TAKEN AND PHOTO ID # 40 0 40 80 POINT ROAD, ORIENT POINT APPRCXIMATE SUFFOLK COUNTY 0 Q- SOutilc),G 'own 00 TAX MAP LINES Board of TrUstees SCALE IN FEET 00 NEW EXISTING CONDITIONS PLAN 1 0 SUFFOLK COUNTY TAX MAP # SCTM# 100-183-01-85 0 LO (DISTRCT—SECTION—BLOCK—LOT) C L. K. McLEAN ASSOCIATES, D.P.C. 0 0 ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 0 Lj ADJACENT WATER BODY: NOTES: Sheet No. CC �D I Designed By: KJM Scale: AS SHOWN 0 GARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE 7 .7 - Drawn By: RBC Dabe: OCTOBER 2024 u COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. F 2 OF 6 0 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No-24061 .000 NOTES: 1 PAVEMENT CORING/SOIL BORING LOCATIONS ON PLAN ARE APPROXIMATE. 2. GROUNDWATER ELEVATIONS SHOWN ARE SUBJECT TO VARY. A A I _0 g r x, "'k k q�X A7 Mrs 71% 10 w if i d !0�"4 De 0 Nit, pth, BI Ws �er TS # 10h R4 Cl R W n 'Pie Descnpttlo N'V-4lu (6"),,I,nc,, es, e Soil Sam -d N Y J, Auli '4y�i�, B Loamy Topsoil, Brown Fine Sand w/Trace of Silt 0 - 2 FEET BLG 4-5-5-4 Misc. N/A Sample 1 3-3-5-8 SM 8 Brown Fine Sand w/ Some Silt "o, 2 - 4 FEET BLG Sample 2 ANI, -Ms -p, 4 6 FEET BLG 7-11-11-11 SP 22 Brown Fine Sand w/Trace Silt r'w Uz, V Sample 3 M' W rQ 6','11��' '-w 6 - 8 FEET BLG 11-11-1113 SP 22 Brown Fine Sand w/ Trace Silt and Some Gravel Sample 4 Q gg-,"m p, 8-10 FEET BLG 8-7-9-14 S P 16 Brown Fine Sand w/ Gravel Sample 5 �j "n B-1 15-17 FEET BLG 14-20-10-6 SP 30 Brown Fine Sand A if Sample 6 20-22 FEET BLG 10-7-5-5 SP 12 Brown Fine Sand w/ Trace of Silt Sample 7 J "'4 St 1q, 25-27 FEET BLG 4-7-7-9 SP 14 Brown Fine Sand & Gravel Sample 8 x� Pl'-!" Xn,?�P,1� W, W. W V 30-32 FEET BLG 7-4-5-4 SP 9 Brown Fine Sand Sample 9 AIPP 3: x A DEPTH OF GROUNDWATER 12.7' 'd 0 PM, '3 "M (n AM 4". Mi, ? A g u .... ....... bWq a 0 C T 2 3 2024 "n gg� 1101M 3: W S B LEGEND: > GAR D I N ER u ..........11 9 "A 14 BY DESCRIPTION APPROV. BY 4-1 SOIL BORING LOCATION DATE PLAN GRAPHIC SCALE REVISIONS 0 - 20 0 2C 40 B-1 TOWN OF SOUTHOLD -0 SCALE 1 "=20' (22" x 34") u SUFFOLK COUNTY, NEW YORK 0 SCALE 1 "=40' (11 x 17") SCALE IN FEET POINT ROAD, ORIENT POINT 40 0 40 80 CD 0 00 N 0 0 SCALE IN FEE I F NE SOIL BORING PLAN 0 1 Ln 0 0 L. K. McLEAN ASSOCIATES, D.P.C. CD CD C) ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 ADJACENT WATER BODY: NOTES: 00- �0- Designed By: KJM Scale: AS SHOWN Sheet No. GARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE 97 Drawn By: RBC Date: OCTOBER 2024 u CNI COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. SS 3 OF 6 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No-24061 .000 NOTES: 1 . THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A). POINT ROAD 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. 4. SECTION A-A: INSTALL ±151 LF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM USING 25' LONG EPDXY COATED (COAT TOP 20' BOTH SIDES) NZ19 SHEETS. PROPOSED FACE N 39°19'11' E OF SHEETING SHALL BE INSTALLED APPROXIMATELY 8' LANDWARD OF THE FACE OF THE 100,00, EXISTING CONCRETE BULKHEAD. RE-USE EXISTING ON-SITE MATERIAL AS TOE PROTECTION STONE, EQUALING APPROXIMATELY ±27 CY (t60 TON) OVER ±175 SF, AND , C ONO, NEW ARMOR STONE WHERE NECESSARY (W=3 TON) EQUALING APPROXIMATELY f 160 CY CONC, MILT (t245 TON) OVER ±600 SF. INSTALL 10' WIDE NON-TURF BUFFER CONSISTING OF A MON, STONE SPLASH APRON (W=400 LB, ±80 CY OVER t1 ,000 SF) AND AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA). APPROXIMATELY 155 CY OF CLEAN SAND FROM AN UPLAND SOURCE WILL BE USED AS BACKFILL. NO STONE OR FILL WILL BE I I PLACED BELOW SPRING HIGH TIDE LINE. THE EXISTING CONCRETE BULKHEAD WILL BE REMOVE AND LEGALLY DISPOSED OF AT A NYSDEC APPROVED UPLAND FACILITY. I I 5. SECTION B-B: INSTALL APPROXIMATELY 80 CY (t105 TON) OF ARMOR STONE (W=3 TON) OVER AN AREA OF APPROXIMATELY 300 SF. PLANT AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA) BEHIND STONE AS SLOPE PROTECTION. NO EXISTING VEGETATION IS TO BE DISTURBED DURING CONSTRUCTION. NO STONE OR FILL WILL BE OWNER: SUFFOLK COUNTY OWNER: JOSEPH MiNETTI PLACED BELOW SPRING HIGH TIDE LINE. ADDRESS: N/A ADDRESS: 2500 POINT ROAD OWNER: SUFFOLK COUNTY 6. THE INDIVIDUAL STONES USED SHOULD RANGE FROM 0.75W TO 1 .25W WITH 75% OF ORIENT POINT, NY ORIENT POINT, NY ADDRESS: N/A THE STONES WEIGHING W OR MORE. SCTM #1000-015-09-006.001 i SCTM #1000-016-01-001 I ORIENT POINT, NY 7. NO WORK SHALL BE PERFORMED ON THE ADJACENT PROPERTY WITHOUT WRITTEN I SCTM #1000-015-09-006.001 CONSENT FROM SUFFOLK COUNTY PARKS DEPARTMENT. APPROXIMATE LOCATION OF LEGEND: CESSPOOL. CONTRACTOR SHALL PROTECT AND EXERCISE CAUTION I PROPOSED LAWN RESTORATION DURING ENTIRE PROJECT DURATION I � I � � � WITH TOPSOIL AND HYDROSEED SO AS TO NOT DAMAGE THE TANK. I CONTRACTOR SHALL RESTORE 10' WIDE NON-TURF BUFFER CONSISTING OF 2 LAYERS CONSTRUCTION ACCESS PATH OF STONE SPLASH APRON (W=400 LB, ±80 CY) AND CIS ! IF DISTURBED DURING AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA) CONSTRUCTION ME PROPOSED TOE PROTECTION STONE RE-USE SON-SITE T MATERIAL WHERE POSSIBLE, SEE NOTES 4 AND 5) � o (W=3 TON) APPROXIMATE SUFFOLK COUNTY TAX MAP LINES ® PROPOSED CONSTRUCTION ACCESS PATH LIMIT OF CLEARING AND Z G� GROUND DISTURBANCE (TYP.) m� / PROPOSED AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA) PROPOSED TOPSOIL AND SEED �C - PROPOSED EPDXY COATED PROPOSED 10 STEEL SHEETING WITH WIDE NON-TURF BUFFER ANCHORAGE SYSTEM CONSISTING OF 2 LAYERS OF STONE SPLASH PROPOSED 12' WIDE APRON (W=400 LB, ±80 CY) AND AMERICAN CONSTRUCTION ACCESS PATH BEACHGRASS (AMMOPHILA BREVILIGULATA) _ e LIMIT OF CLEARING AND GROUND DISTURBANCE 48'-0"t ' e s EX S NG VEGETATION APPROXIMATE OF APPROXIMATE LIMITS OF I APPROXIMATE LANDWARD LIMIT OF NATURAL EXISTING VEGETATION _ I �s —�' - -� PROTECTIVE FEATURE AREA (COASTAL EROSION HAZARD AREA CLASSIFICATION) B EXISTING ARMOR STONE EXISTING TOP 1 Oo OF SLOPE ` I �� I 25'-3"f EPDXY COATED,, APPROXIMATE LANDWARD LIMIT OF STEEL SHEETING W/ NATURAL PROTECTIVE FEATURE W W 0 W W y w w w ANCHORAGE SYSTEM AREA (COASTAL EROSION HAZARD 10'f MIN // w W W w W W W r r EXISTING CONCRETE BULKHEAD LOCATION ;' /// W W ��o W w AREA CLASSIFICATION) ----- W W W / j,� ,, PREVIOUS EXISTING CONCRETE BULKHEAD -- / "` W 4—�. i// ON AS PER SURVEY PERFORMED BY /% 10'J: MIN.` PECONIC SURVEYORS IN FEB. OF 2022. � W LIMITS OF ANCHORAGE SYSTEM' te�,� 1O'--0"f x'1 c o t - ) - S.H.W. 1.15f EXISTING HOUSE cn = 25'-3"t EPDXY COATED "�,, `��. ��� ' �� �.11 Q�ro1'r _ -n � 1. 8,_7,�t .� `�� � o „ M.H.W. = 0.85f — — = �-',� �� 10'-11 '� ��� `� �� �� 1 APPROXIMATE LOCATION OF CESSPOOL STEEL SHEETING W/ 1 -10�t s` - - 6 6 t ANCHORAGE SYSTEM 4'-9"f CIF PREVIOUS EXISTING CONCRETE RE INS BULKHEAD LOCATION AS PER 1 00 ± EPDXY COATED STEEL GRAPHIC SCALE U - SURVEY PERFORMED BY PECONIC — 15 0 15 30 SHEETING W/ ANCHORAGE SYSTEM SURVEYORS IN FEB. OF 2022.__--�- — — ---- SEE TYPICAL SECTION — -- ------ ----- - M.L.W. _ -1.75t SCALE IN FEET EXISTING ARMOR STONE TO BE - ' - RE-USED AS NECESSARY AS (TIE- �N - -- --- 30 0 30 TOE PROTECTION STONE - EDGE OF WATER OBI 05-15-2024 AT 11 ��AM OCT 2 2024 60 PROPOSED AMERICAN BEACH GRASS PROPOSED ±151 LF STEEL ____ (AMMOPHILA BREVILIGULATA) ON SCALE IN FEET 0 - — — BULKHEAD W/ ANCHORAGE SYSTEM. — �2 ADJACENT PROPERTY (TYP.) FACE OF PROPOSED SHEETING SHALL BE INSTALLED t8' LANDWARD EXISTING STONE TO REMAIN. DATE BY DESCRIPTION APPROV. BY OF THE FACE OF THE EXISTING GAR D I N E R S BAY ®O ADJUST PLACEMENT AS NECESSARY. REVISIONS 0 CONCRETE BULKHEAD O (W=3 TON). SEE NOTE 5. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 0 f `-- EXISTING CONCRETE BULKHEAD WITHIN THE PROPERTY LINES �_ PLAN � E OF 2500 POINT ROAD (SCTM #1000-016-01-001) TO BE POINT ROAD, ORIENT POINT SCALE 1 "= 15' 22" x 34" REMOVED AND LEGALLY DISPOSED OF AT A NYSDEC 0 0 APPROVED UPLAND FACILITY. THE EXISTING CONCRETE 00 0 SCALE 1 "-30' (1 1 " x 1 7") BULKHEAD OUTSIDE OF THESE LIMITS ON SUFFOLK COUNTY 0 o PARKS PROPERTY IS TO REMAIN IN PLACE. ��,OF NEW Yp�\ GENERAL PLAN N L. K. McLEAN ASSOCIATES, D.P.C. 0 0 ! ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 ADJACENT WATER BODY: NOTES: �� -C y y: AS SHOWN � Sheet No. 077397 4, ,r, Designed B KJM Scale: o GARDINERS BAY 1 . BEARINGS AS 'SHOWN ARE IN NEW YORK STATE PLANE ROFESS�o,.., ' : COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. Drawn B y RBC Date: OCTOBER 2024 4 OF 6 0 � 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No.24061 .000 NOTES: 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A). 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. 4. SECTION A-A: INSTALL f 151 LF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM USING 25' LONG EPDXY COATED (COAT TOP 20' BOTH SIDES) NZ19 SHEETS. PROPOSED FACE OF SHEETING SHALL BE INSTALLED APPROXIMATELY 8' LANDWARD OF THE FACE OF THE EXISTING CONCRETE BULKHEAD. RE-USE EXISTING ON-SITE MATERIAL AS TOE PROTECTION STONE, EQUALING APPROXIMATELY ±27 CY (t60 TON) OVER ±175 SF, AND NEW ARMOR STONE WHERE NECESSARY (W=3 TON), EQUALING APPROXIMATELY ±160 CY (t245 TON) OVER ±600 SF. INSTALL 10' WIDE NON-TURF BUFFER CONSISTING OF A STONE SPLASH APRON (W=400 LB, ±80 CY OVER t1,000 SF) AND AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA). APPROXIMATELY 155 CY OF CLEAN SAND FROM AN UPLAND SOURCE WILL BE USED AS BACKFILL. NO STONE OR FILL WILL BE PLACED BELOW SPRING HIGH TIDE LINE. THE EXISTING CONCRETE BULKHEAD WILL BE REMOVE AND LEGALLY DISPOSED OF AT A NYSDEC APPROVED UPLAND FACILITY. 5. THE INDIVIDUAL STONES USED SHOULD RANGE FROM 0.75W TO 1 .25W WITH 75% OF THE STONES WEIGHING W OR MORE. 6. ALL SOIL REQUIRED TO INSTALL PROPOSED TOE STONE SHALL BE RE-USED & PLACED ON TOP OF STONE AS BEACH NOURISHMENT (t90 CY). NO SUITABLE EXCAVATED MATERIAL SHALL LEAVE THE SITE. 83'-3"f TO HOUSE AS PER SURVEY PERFORMED BY PECONIC SURVEYORS IN FEB. OF 2022. 20 PROPOSED AMERICAN BEACHGRASS 74'-5"f (AMMOPHILA BREVIUGULATA) 18 48'-0"f TO HOUSE 25'_7"t BLACK ALUMINUM RAILING PLACE CLEAN SAND FROM EXCAVATION TO HOUSE LIMITS OF RESTORATION (42 HEIGHT) FOR INSTALLATION OF TOE PROTECTION STONE ON TOP OF STONE AS BEACH 16 SCWM ER O OS 016-0EPH I"001 NON-TURF BUFFERPROPOSED TOP OF BULKHEAD NOURISHMENT (f90 CY) I 2500 POINT ROAD MEET EXISTING ELEVATION = ±12.50 14 i EX. EL. 12.54t 6"t ^ ` VARIES 0' TO ; 1 R .,y P 4 ' ' 5'-1"f, SEE PLAN AC 12 EXISTING HOUSE PROPOSED 6" TOPSOIL 1 3'-10"t 4'-10"f TO PREVIOUS EXISTING CONCRETE BULKHEAD GARDINER'S BAY GROUND 10 EL. 13.00f AND HYDROSEED 1 r 5'-1"f LOCATION AS PER SURVEY PERFORMED BY TOE STONE PECONIC SURVEYORS IN FEB. OF 2022. EXISTING �.� e BACKFILL WITH SUITABLE ON-SITE 8 MATERIAL FROM EXCAVATION FOR �� TOP OF EXISTING CONCRETE ANCHORAGE SYSTEM (t230 CY) BULKHEAD EL. VARIES f4.50 TO f8.50 F- P — EXISTING CONCRETE BULKHEAD WITHIN THE PROPERTY LINES 6 6 1�"X6-Xz"X1 Y4" A572 GRADE 50 VARIES, OF 2500 POINT ROAD (SCTM #1000--016-01-001) TO BE 14'-9"f GALV. STEEL TIE ROD BEARING PLATE _ - " .._::K,';.` n. REMOVED AND LEGALLY DISPOSED OF AT A NYSDEC ISEE PLAN APPROVED UPLAND FACILITY. THE EXISTING CONCRETE 4 A572 GRADE 50 GALV. STEEL DOUBLE I t ' I EXISTING STONE TO BE BULKHEAD OUTSIDE OF THESE LIMITS ON SUFFOLK COUNTY CHANNEL WALER (2) C10X25 t j...'..; I .,I.. I REMOVED AND REINSTALLED PROPERTY IS TO REMAIN IN PLACE. PLACE f 155 CY OF CLEAN SAND FROM A NYSDEC AS TOE STONE TYP.I `'' I ( ) 2 APPROVED UPLAND SOURCE AS BACKFILL. I 1 - S.H.W. EL. 1.15f _ 0 1--Y4"O F1554 GRADE 55 ALL-THREAD I I I I _ M.H.W. EL. 0.85f --_ -- 18'-0"f I ! EXISTING GROUND -_ - BAR & CONNECTIONS C� 9.19 O.C. AS 6'_0"t � 1 � I EL. VARIES f 1.36 TO f3.05 _ MANUFACTURED BY WILLIAMS FORM "— _ -2 ENGINEERING OR APPROVED EQUAL TOE STONE 2 LAYERS OF TOE STONE. RE-USE EXISTING 10' LONG NON-CONTINUOUS STEEL VARIES 7'-11"t TO STONE ON-SITE WHERE POSSIBLE SHEETING NZ19 A572 GRADE 60 9'-7"f, SEE PLAN (W=3 TONS). SEE NOTE 5. OR APPROVED EQUAL (UNCOATED) VARIES 8'-7"f TO PROPOSED 12" THICK PROPOSED 12" THICK LAYER 13'-4"f, SEE PLAN LAYER BEDDING STONE OF BEDDING STONE, LIMITS OF UNCLASSIFIED (W=600 LBS) W=40 LBS EXCAVATION (TYP.). SEE NOTE 6. 2 LAYERS OF STONE SPLASH (f90 CY) PROPOSED GEOTEXTILE a APRON, W=400 LBS FILTER FABRIC vi 4- A572 GRADE 50 GALV. STEEL DOUBLE 3"0 S.S. WEEPHOLE COY 9.19' Q) CHANNEL WALER (2) C10X25 O.C. AS MANUFACTURED BY JET FILTER SYSTEM LLC OR FACE OF PROPOSED STEEL SHEETING SHALL BE 6 "X6 Yz"X1 Y4" A572 GRADE 50 APPROVED EQUAL INSTALLED APPROXIMATELY 8' LANDWARD OF THE FACE Q OF THE EXISTING CONCRETE BULKHEAD. GALV. STEEL TIE ROD BEARING PLATE 25' LONG EPDXY COATED STEEL NZ19 /v, STEEL SHEETING A572 GRADE 60 OR Q' APPROVED EQUAL. TOP 20' OF SHEETING � SECTION A — A TO BE COATED WITH EPDXY (BOTH SIDES) L 0 STEEL BULKHEAD TOE STONE AND 10 ' NON - TURF BUFFER O i SCALE 1 "=4' (22"X34") oSCALE 1 "=8' (1 1 "X 17") U •O n DATE BY DESCRIPTION APPROV. BY +- •c REVISIONS 0 TOWN OF SOUTHOLD I ;� `: _ SUFFOLK COUNTY, NEW YORK E OCT 2 3 2024 POINT ROAD, ORIENT POINT O O ci� n o �pE NE6Y TYPICAL SECTIONS - 1 � N O ��� A�STc`` N Y , L. K. McLEAN ASSOCIATES, D.P.C. O O �' ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 ADJACENT WATER BODY: NOTES: 97 f. Designed By: KJM scale: AS SHOWN Sheet No. CDGARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE 0773 Drawn B RBC Date: OCTOBER 2024 N COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. ROFESS�p y' 5 OF 6 0 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. �� Approved By: RAS rile No.24061 .000 NOTES: 1 . THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A). 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. 4. SECTION B-B: INSTALL APPROXIMATELY 80 CY (f 105 TON) OF ARMOR STONE (W=3 TON) OVER AN AREA OF APPROXIMATELY 300 SF. PLANT AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA) BEHIND STONE AS SLOPE PROTECTION. NO EXISTING VEGETATION IS TO BE DISTURBED DURING CONSTRUCTION. NO STONE OR FILL WILL BE PLACED BELOW SPRING HIGH TIDE LINE. 5. THE INDIVIDUAL STONES USED SHOULD RANGE FROM 0.75W TO 1.25W WITH 75% OF THE STONES WEIGHING W OR MORE. 6. ALL SOIL REQUIRED TO INSTALL PROPOSED TOE STONE SHALL BE RE-USED & PLACED ON TOP OF STONE OR USED AS REQUIRED AS FILL. NO SUITABLE EXCAVATED MATERIAL SHALL LEAVE THE SITE. 7. NO WORK SHALL BE PERFORMED ON THE ADJACENT PROPERTY WITHOUT WRITTEN CONSENT FROM SUFFOLK COUNTY PARKS DEPARTMENT. 18 OWNER: SUFFOLK COUNTY 16 VARIES, SEE PLAN SCTM #1000-015-09-006.001 14 EX. EL. 12.42f EXISTING ARMOR STONE TO REMAIN AS 2 ADDITIONAL PROTECTION. ADJUST AS NECESSARY 12 FOR PLACEMENT OF NEW ARMOR STONE. PROPOSED AMERICAN BEACHGRASS �� 10 (AMMOPHILA BREVILIGULATA) EXISTING CONCRETE BULKHEAD TO REMAIN IN PLACE BACKFILL WITH SUITABLE 8 ON—SITE MATERIAL EXISTING GROUND 6 2 LAYERS OF ARMOR STONE (W=3 TONS) ` 4 SEE NOTE 5. p ' 2 PROPOSED 12" THICK LAYER BEDDING STONE { (W=600 LBS) I _ - 0 PROPOSED GEOTEXTILE FILTER FABRIC —4 —6 SECTION B - B ADJACENT PROPERTY ° ARMOR STONE- SCALE U .Q j 1 "=4' (22"X34") SCALE 1 "=8' (1 1 "X 17") 0 4- U O E O U C� U O a_ DATE BY DESCRIPTION APPROV. BY c REVISIONS TOWN OF SOUTHOLD ;J SUFFOLK COUNTY, NEW YORK � � OCT 2 3 2024 ,xn POINT ROAD, ORIENT POINT N ,� O O_ 00 0 00 TYPICAL SECTIONS - 2 No N Y L. K. McLEAN ASSOCIATES D.P.C. N O / �!!O ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 is 0 ADJACENT WATER BODY: NOTES: t Sheet No. Designed By: KJM Scale: AS SHOWN GARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE s 97 �`�' v j COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. ESS\O��i Drawn By: RBC Date: OCTOBER 2024 6 OF 6 o 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS I File No.24061 .000 Glenn Goldsmith, President �j`�����ff0(A Town Hall Annex sue . A.Nicholas Krupski, Vice President ,, 54375 Route 25 Eric Sepenoski �' �� P.O. Box 1179 Liz Gillooly �ook� Southold,NY 11971 Elizabeth Peeples �� � ��` Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 11 I'Z2qCompleted in field by: U- _41 AS PER REVISED PLANS AND WRITTEN DESCIPTION RECEIVED 10/23/24 L.K. McLean Associates on behalf of JOHEPH MINETTI requests a Wetland Permit and a Coastal Erosion Permit for±151 linear feet of new steel bulkhead that includes two returns with anchorage system (wale/tie rods/anchor sheeting) installed approximately 87' to 13'4" landward of the existing concrete wall and raised approx. 36" higher than existing bulkhead; existing concrete bulkhead within property lines is to be removed and disposed of at an approved upland facility; re-use existing stone on-site, install new armor stone, and install additional armor stone on Suffolk County Parks Property for a total of±184 cubic yards over±900sq.ft.; excavate ±90 cubic yards of material over an area of±900sq.ft. for toe stone installation with all excavated material to be placed on top of the toe stone as beach nourishment; approx. 155 cubic yards of clean sand from an upland source to be used as backfill behind the bulkhead along with any excavated material for the installation of the bulkhead; install ±151 linear feet of 42" high aluminum railing on top of bulkhead; and to install and perpetually maintain a 10' wide non-turf buffer consisting of a stone splash apron (±80 cubic yards over±1,000 sq.ft.), and plantings 12" on-center over the ±1,00sq.ft. buffer. Located: 2500 Point Road, Orient. SCTM# 1000-16-1-1 Ty of area to be impacted: „� Saltwater Wetland Freshwater Wetland Sound �`"� Bay Part of Town Code proposed work falls under: '/Chapt. 275 Chapt. 111 other Type of Application: ` Wetland Coastal Erosion Amendment Administrative Emergency Pre-S bmission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: l Present Were: G. :Idsmith v N. Kru ski E. Sepenoski G L. Gillooly E. Peeples KARAL. K. McLean Associates Engineering & Surveying, D.P.C. ❖ 437 South Country Road • Brookhaven a New York . 11719 (631)286-8668•FAX(631)286-6314 ❖ 25 Newbridge Road . Suite 212 . Hicksville . New York • 11801 https://www.lkma.com ROBERTA STEELE,P.E.,PRESIDENT and CEO E � ��] I� Associates JAMES L.DeKONING,P.E.,VICE PRESIDENT DR �C V �C CHRISTOPHER F.DWYER.VICE PRESIDENT STEVEN W.EISENBERG,P.E. KEITH J.MASSERIA,P.E.,VICE PRESIDENT ANDREW B.SPEISER MATTHEWJEDLICKA,LEEDAP,PRINCIPAL VINCENTCORRADO,P.E. TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY OCT 2 5 2024 KEVIN J.PETERMAN,P.E. KA CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER RA M.O'NEILL,GISP,MBA Southold Town October 24,2024 Board of Trustees Town of Southold,Suffolk County,New York Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold,New York 11971 Re: Wetland and Coastal Erosion EMERGENCY Permit Application 2500 Point Road Shoreline Stabilization LKMA#24061.000 Attn. Elizabeth Cantrell: As Consulting Engineers for Joseph Minetti,we are submitting on their behalf photographs and images depicting the previously functional concrete seawall. Up until the January 2024 storms,the concrete seawall maintained its functionality, as can be seen in the nearmap images as well as drone photos from the owner. After the intense storms,the homeowner immediately began the necessary coordination to have the plans and permits procured for repairs. It is evident that the time that elapsed throughout this process has caused conditions to worsen;however, it is also evident that the seawall was previously maintained and fully functional until the intense storms witnessed in January 2024. Enclosed herewith for your review is the following: • Existing Conditions Photographs and Nearmap Imagery from 2023 through 2024 Permits have been acquired from all other permitting agencies. If you have any questions or concerns,please call the undersigned. Very truly yours, L. K. McLean Associates Engineering&Surveying,D.P.C. Keith sserla;P.E. Vice President Cc: Joseph Minetti,Property Owner Established 1950 LIIAAL. K. McLean Associates, D.P.C. 1' rw � Drone Photo, October 2023 OCT ?_024 LICARA L. K. McLean Associates, D.P.C. s yt v� 1 \: -�t Drone Photo, October 2023 OCT 5 2024 L11MAL. K. McLean Associates, D.P.C. r 3/ to { � r ,t t �• Nearmap Imagery, September 2023 OCT 2 51 2024 LIKARA L. K. McLean Associates, D.P.C. ` If v/' .� � '� Aim `t • i. Nearmap Imagery, March 2024 OC i 5 2024 L V� R I y !1 4t , Q: "77"' vino . • 1t. . nearmap�'��, NearmapImagery, June 2024 COUNTY OF SUFFOL,K },4 EDWARD P.ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PARKS,RECREATION AND CONSERVATION JOHN GIANNOTT COMMISSIONER September 30, 2024 T 2 2 Mr. Joseph Minetti 2500 Point Road, Orient,NY 11957 Dear Mr. Minetti, `the Suffolk County Department of Parks, Recreation and Conservation has reviewed the request for approval to perform construction operations and install fill on Suffolk County Parks' owned land in conjunction with the Construction Plans as revised by L.K. McLean Associates, D.P.C. (LKMA) on August 21, 2024. Suffolk County Parks approves this request for permitting purposes only. Access for Construction cannot begin until a formal Access Agreement is executed between the Contractor and Suffolk County Parks. Sincerely, Nicholas Gibbons Chief Environmental Analyst MONTAUK HIGHWAY-P.O.BOX 144 WEST SAYVILLE,NEW YORK 11796-0144 (631)8544949 FAX. (631)8544977 ocFNiY PARKS l LK Ali A L. K. McLean Associates Engineering & Surveying, D.P.C. v 437 South Country Road • Brookhaven . New York • 11719 (631)286-8668.FAX(631)286-6314 •3 25 Newbridge Road . Suite 212 . Hicksville • New York • 11801 https://www.fidba.com ROBERT A STEELE,P.E.,PRESIDENT and CEO Associates JAMES L.DeKONING,P.E.,VICE PRESIDENT CHRISTOPHER F.DWYER,VICE PRESIDENT STEVEN W.EISENBERG,P.E. KEITH J.MASSERIA,P.E.,VICE PRESIDENT ANDREW B.SPEISER MATTHEW JEDLICKA,LEED AP,PRINCIPAL VINCENT CORRADO,P.E. TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY KEVIN J.PETERMAN,P.E. CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER KARA M.O'NEILL,GISP,MBA October 18,2024 ® C E U E Town of Southold,Suffolk County, New York Southold Board of Trustees OCT 2 3 2024 54375 Route 25 PO Box 1179 Southold, New York 11971 Southold Town Board of Trustees Re: Wetland and Coastal Erosion EMERGENCY Permit Application 2500 Point Road Shoreline Stabilization LKMA#24061.000 Attn. Elizabeth Cantrell: As Consulting Engineers for Joseph Minetti,we are submitting on their behalf revised plans for a Trustees Wetland Permit and Trustees Coastal Erosion Permit for an improvement project at the above referenced site. Enclosed herewith for your review is the following: • Revised General Plans and Details(2 copies) • Revised Project Description(2 copies) • NYSDEC Permit#1-4738-04678/00003 • DOS No Jurisdiction#F-2024-0385 • USACE NPR File#NAN-2024-00752 Permits have been acquired from all other permitting agencies. If you have any questions or concerns, please call the undersigned. Very truly yours, L. K. McLean Associates Engineering&Surveying, D.P.C. Keith r Masse ria, P.E. Vice President Cc: Joseph Minetti, Property Owner Established 1950 2500 Point Road Shoreline Stabilization, Orient, NY Project Description This project entails the installation of steel bulkhead and stone to protect the shoreline from the harsh erosive environment in which it currently exists.The shoreline located at 2500 Point Road, Orient, NY 11957, has been experiencing rapid erosion. With the location being at the end of Long Island,the shoreline faces extreme weather conditions and erosive forces from the vast open waters of Gardiner's Bay. This erosion line has been quickly advancing toward the house that exists on the property due to the recent storms, most notably the high intensity storms during the month of January 2024 (Jan 10th and Jan 13th).At the current rate, if no action is taken,then the top of the slope will continue its rapid progression towards the house. It is proposed to install a new bulkhead to stabilize the shoreline and prevent future erosion in this area, as well as to help protect the structure on the property. Bulkhead The bulkhead along the property line is currently a concrete bulkhead. Overall,this bulkhead is in a severe state of disrepair as a result of the recent storm damage. A significant amount of soil loss has occurred due to the high intensity storms. The bulkhead replacement is as explained below: Section A-A: It is proposed to install approximately 151 linear feet of bulkhead with new 25 feet long NZ19 steel sheeting. The face of the proposed sheeting will be installed approximately 8'-7"to 13'-4" landward of the current location of the existing concrete wall. The face of the proposed sheeting will be installed approximately 8' landward of the concrete wall prior to its failure in January 2024.The top of the new bulkhead is proposed to be installed at elevation 11.50± NAVD88,which is approximately 36" higher than the existing bulkhead. The new bulkhead will also include a C10x25 steel double channel rear wale, a steel bulkhead cap, 20' long, 1-3/4"0 F1554 Grade 55 all-thread tie rods @ 9.19' O.C. and 10' long non-continuous steel sheeting NZ19 anchorage system with a C10x25 double channel wale. Excavation Approximately 90 CY of material will be excavated for installation of the toe stone.Any material excavated for the installation of the toe stone will be placed directly on top of the toe stone as beach nourishment. The existing concrete bulkhead within the property lines of 2500 Point Road (SCTM# 1000-016-01-001) is to be removed and legally disposed of at a NYSDEC approved upland facility(±50 CY).A small amount of excavation (<5 CY) may be required when placing bedding stone and toe stone on Suffolk County Parks Property while wrapping around the bulkhead.The existing concrete bulkhead within the property lines of 2500 Point Road (SCTM#1000-016-01-001)will be removed and legally disposed of at a NYSDEC approved upland facility. Fill Approximately 155 CY of clean sand from a NYSDEC approved upland source will be required as backfill landward of the bulkhead. Any excavated material for the installation of the bulkhead anchorage system will be also used as backfill.Approximately 90 CY of excavated material for the toe stone will be re-placed seaward of the bulkhead on top of the toe stone as beach 17nourishment. V C E � OCT 2 3 2024 Project Description Page 1 of 3 Southold Town Board of Trustees 2500 Point Road Shoreline Stabilization, Orient, NY Toe Stone (Armor Stone) Toe stone shall be installed to protect the proposed bulkhead from being undermined due to erosion. Existing on-site material shall-be re-used as toe protection stone, equaling approximately 27 CY over ±175 SF. New armor stone will be used where necessary(W=3.0 Ton), equaling approximately 160 CY over±600 SF. The toe stone will be placed on a 12"thick layer of bedding stone (W=600 Ibs). It is proposed to wrap additional toe stone around the sides of the bulkhead on Suffolk County Parks Property,for a total of±80 CY(±105 Ton)of armor stone (W=3.0 Ton)over an area of approximately 300 SF. 10' Non-Turf Buffer(Splash Apron and Plantings) A 10' non-turf buffer consisting of plantings on top of a stone splash apron will be installed directly behind the bulkhead.The stone will be comprised of two layers of W=400 Ibs on top of a 12"thick layer of bedding stone (W=401bs).Approximately 80 CY over an area of±1,000 SF of stone will be placed for the splash apron. A 6" layer of fill will be placed over the splash apron with American Beachgrass (Ammophila Breviligulata) spaced 12" O.C.Additionally,American Beachgrass will be planted behind the toe stone that is to wrap around the sides of the bulkhead for a varying distance. Black Aluminum Railing Approximately 151 LF of black aluminum railing at 42" height will be installed along the top of the bulkhead.The proposed elevation of the bulkhead will result in a drop of±9'to the revetment, and a railing will prevent the possibility of any falls occurring. Temporary Erosion Control Due to the scope of work and conditions of the site,there will be no applicable temporary methods of erosion and sediment control. Additionally,there will be no negative impacts on water quality nor any negative environmental impacts as a result of this construction. Summary of Bulkhead Replacement Bulkhead Section Sheeting Sheet Material Description section Length (Ft) Height(Ft) Install face of proposed approximately 8' A-A 151 Steel NZ19 25 landward of face of existing bulkhead prior to its failure in January 2024. rTota 1= 151 c� E p � OCT 232024 Southold Town Project Description Board of Trustees Page 2 of 3 2500 Point Road Shoreline Stabilization, Orient, NY Summary of Improvements • Install±151 LF of steel NZ19 bulkhead, 25' long sheets with anchorage system. Existing concrete bulkhead within the property lines of 2500 Point Road (SCTM#1000-016-01-001) is to be removed and legally disposed of,at a NYSDEC approved upland facility. • Install 10' non-turf buffer consisting of a stone splash apron (±80 CY over±1,000 SF) and plantings 12"O.C. over the±1,000 SF buffer. • Re-use existing stone on-site equaling±27 CY over±175 SF. Install new armor stone equaling ±104 CY over±600 SF. Install additional armor stone on Suffolk County Parks Property equaling ±80 CY over±300 SF for a total of±184 CY over±900 SF. • Excavate a total of±90 CY of material over an area of±900 SF for installation of toe stone. All excavated material is to be placed directly on top of the toe stone as beach nourishment. • Approximately 155 CY of clean sand from an upland source will be used as backfill behind the bulkhead. Any excavated material for the installation of the bulkhead anchorage system will be also used as backfill. • ±151 LF of black aluminum railing(42" height) Permits and approvals have been acquired from the NYSDEC, NYSDOS and USACE. All Town of Southold permitting requirements will be met. P D E C a Project Description Page 3 of 3 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov October 16, 2024 Joseph J. Minetti 2500 Point Road Orient, NY 11957 Re: Permit ID 1-4738-04678/60003 Minetti Property 2600 Point Road Orient SCTM 01000-16-1-1 Expiration Date: 10/16/2029 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction form. Please be advised that this permit does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Sincerely, 1"n Environmental Analyst Distribution List: L.K. McLean Associates, P.C. ® C E W E BMHP File OCT 2 3 2024 NEWYORK Enpartmentof Southold Town OPFOR7UNITY Environmentat Board of Trustees Conservation AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04678 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: JOSEPH J MINETTI MINETTI PROPERTY 2500 POINT RD 2500 POINT RDI1000-16-1-1 ORIENT,NY 11957 ORIENT,NY 11957 Facility Application Contact: LK MCLEAN ASSOCIATES PC 437 S COUNTRY RD BROOKHAVEN, NY 11719 (516) 636-4500 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 731.925 NYTM-N: 4560.095 Latitude: 41°09'32.5" Longitude: 72°14'08.9" Authorized Activity: Install 151 linear feet of bulkhead 8 feet landward of the existing concrete bulkhead and backfill the new bulkhead with 155 cubic yards of clean sand from an upland source. Install a stone splash pad and 10-foot non-turf buffer(beach grass, etc.)landward of the new bulkhead. Remove the existing concrete bulkhead from the site, and install armor stone including the reuse of existing stone where possible. Cover the armor stone with the sand excavated for its installation. Permission was provided by Suffolk County for the work occurring on County property. All work shall be done in strict conformance with the plans by LKMA dated August 2024, and stamped NYSDEC Approved on 10/16/2024. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04678/00003 New Permit Effective Date: 10/16/2024 Expiration Date: 10/15/2029 ® � WE OCT 2 3 2024 Southold Town Board of Trustees Page 1 of 7 �r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04678 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:SHERRI L AICHER,Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook NY 11790 -3409 Authorized Signature: aL� -_ Date f 0/ ��o/ �Z Y Distribution List LK MCLEAN ASSOCIATES PC Marine Habitat Protection Environmental Permits Permit Components ® CCE � � � NATURAL RESOURCE PERMIT CONDITIONS j i OCT 2 3 2n24 GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS Southold Town NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Board of Trustees NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project,the perinittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2, Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by LKMA dated August 2024,and stamped NYSDEC Approved on 10/16/2024. Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04678 4. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 5. No Equipment below Apparent High Water Equipment operation below(seaward) apparent high water is strictly prohibited. 6. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 7. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 8. Excavation for Bulkhead/Structure Prior to any construction or removal of bulkheads and other shoreline stabilization structures all backfill shall be excavated landward of the structure and retained so as not to enter the waterway,tidal wetland or protected buffer area. 9. Backfilling All peripheral berms, cofferdams,rock revetments,seawalls,gabions,bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 10. New Bulkhead Landward of Existing Structure The new bulkhead shall be constructed landward of the existing structure. The existing sheathing shall not be removed until the landward sheathing is securely in place. Once the new sheathing has been appropriately installed, the old sheathing shall be cut to grade or removed in its entirety. 11. Replacement Bulkhead Maximum Height The top elevation of the replacement bulkhead shall be no more than 36 inches higher than the existing bulkhead. 12. No Runoff Over or Through Bulkhead or into Wetland There shall be no discharge of runoff or other effluent over or through any bulkhead or shoreline stabilization structure or into any tidal wetland or protected buffer area. 13. No Structures on Bulkhead No permanent structures shall be installed on the authorized bulkhead (except safety railing)without first obtaining written DEC approval(permit, modification,amendment). 14. Splash Pad No portion of the splash pad shall extend seaward of the bulkhead sheathing. 15. Toe Armor Stone The toe armor stone should be used where necessary along the face of the new bulkhead and placed on a 12" layer of bedding stone and filter fabric. The weight of the toe armor stone, including the returns, shall not exceed 2.5 tons per linear foot and should wrap around the sides of the property so as to not exacerbate erosion on the County property. 16. Clean Fill Only All fill shall consist of clean sand, gravel, or soil(not asphalt, slag, flyash, broken concrete or demolition debris). E C E W OCT 2 3 2024 Page 3 of 7 Southold Town Board of Trustees NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04678 , 17. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 18. Establish Vegetated Buffer To protect the values of the tidal wetlands, a 10' non-turf permanent vegetated buffer shall be established as shown on the approved plans. 19. Use of Treated Wood The use of wood treated with Pentachlorophenol or other wood treatment not specifically approved by the Department for use in wetlands and/or marine waters, is strictly prohibited in the construction of structures that will be in contact with tidal waters. 20. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses,etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 21. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 22. Materials Disposed at Upland Site Any demolition debris, excess construction materials,.and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 23. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 24. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. 25. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized,or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. ® SCE WE OCT 2 3 2024 01 Page 4 of 7 Southold Town Board of Trustees Adh tubr NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'R'' Facility DEC ID 1-4738-04678 26. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 27. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL.Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the pennittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The pennittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be ir-wxiting—Submission of applications for permit renewal,modification or transfer are to be submitted HT Regional Permit Administrator qn NYSDEC Region 1 Headquarters 3 2024 SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 g9itthoId Town 4. Submission of Renewal Application The pennittee must submit a rem w paLa plzeatto Ll trledgt-30 days before permit expiration for the following permit authorizations: Tidal Wetlands. Page 5 of 7 s tuba NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-04678 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Enviromnental Conservation Law as those prescribed for the permittee. d ECE � VE OCT 2 3 2024 Southold Town Page 6 of 7 Board of Trustees `N NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04678 Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the penmittee 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. ti DEC H WE OCT 2 3 2024 Southold Town Board of Trustees Page 7 of 7 W Department ®f RK STA`�'E Environmental Conservation o U� vo s N fD � NOTICE u uLl The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator SHERRI AICHER Permit Number: 1-4738-04678/00003 NYSDEC Region 1 Environmental Permits 50 Circle Road Stony Brook, NY 11790-3409 Expiration Date: 10/15/2029 Email: dep.r1.@dec.ny.gov Note: This notice is NOT a permit NOTICE DF-.COMMENCEMENT-OFCONSTRUCTION RETURN'THISfORMTO:COMPL21ANGE Or Fak,W: 43'l-4444,0272 fMariii6ilHabiteit-.,Prd,tection,--',N,Y,.SDE-0 E=Mdil:,:dbc;dml.'RI.MHP-'BEH@d.Oc,.ny:4-l.v, 50101rcleftad Stony Brook, NY 11W90,-3409; PERMIT NUMBER: EXR,1RAT�tOWU ATE :2 PERMITTEE-'NAME&OROJECT- ADDRESS: ,0Q-NTRA,-C2TQ.R, ,;N8ME&ABDREgs�-.- TRIEPRONE. Sear-DECi )Pqrsuaot't,,,to.th6-gp.ecigl:;c,'pqoltien,s,,of therteference'd�permit,,�ye-u.arojh'oreby,,no,tified�'that,,thq,.,a,th-prizod'ac I- I - n, VUVe c�e rfi N-1-h-'a-"It kw'al',.fia' ve-4a d i h e.,re fe mhoe d,,,p e r m,i t,a n d,a p pro.ved,!p I a rts,i a n d,I U I I y,u n d e rs t a-n d W dUamd,iftpateO,th -9 he ip-or!p'it,an,d'-,as'd,epic'ted!on,;the,,appro,ved,.plAns.and' -infUll,,,complian!comitih,aill-plamnotesland;per-mit'.conditiom'The,permit -6 diti permit'-si fi, be. -o.,I. (Both- ,an apippovedIplah,6vill, a 6 0, liao s t jgpa ures,.MqU ,p -RMITTEE: DATE CONTRACTOR`.' ONTRACTOR, .;DATE. !,WS wbxldEmu�T,'gE,,SENT',T0-,TiHE,ABG'VEADb tRES§,AT-L,,EASTT�W6,bA,YSrPOlORY,�T,,b,:CQMAIENCEMEN;T;6F,,THE, P90JEC,T;'A'ND,IOKA',NYA,'S,S,CfCIA',T,EE), ` , , AGTjlVfiTJES. -FAlLU RE TO,RETURNS.THIS,NOTICE„P0STITHE IP' ERMI TS�IGN,ORWAVE' THERERMiTANDapPRO,VED:PLANS,AaVA'!L-ABbEAT THE,WCRK-SI;TE,FOR',THE,O"URATICN,OP,THE,PROd8CiT.MAYSUBJECT TfHEPEk TWEEF AAM7/ NORA,CTQR-T6 A,PPLlCABAFSANcTl0NS:ANDjeENAL�T;16S.F0R'NpV-QGMPUkVC4WITH 'PERMIT CONDITIONS. X X, X X. X 1XI NOTIC-E.,OPGOMPLI ET16WdFbONSTRUCTION. ,RETURN;,T,HIS,'FQRM;,T,O:,-,COMP,.LIIANOE7 OrSaxAm 131-4444?-7,2 ;Marline,A,iabitat..ProtoOtion-NY,,.PP.EQ eqrjy;gpv Qd 'NERMIT NUMBER:, ,EX mAAtTlJ0NiDAA7,E;' PERM117EE NAME&RR,*QJEQ-T- ,,ADDRESS:, (ICI 2 3 2024 tQNTR.ACTQ'k';NAME-AAPPR ESS: TELEPHONE-. l ,�,urisuajnt to�s eclai c.onditions,.,Of,the-,refp-ronced p-ermit,,YQ.uar,,&!h,er6by?notified lNatthe,,authpflzgd!actiVitymas compl,6tedl-on P, ' : - 'S - - - " -, dal�o.tov4d.,plah.m Bfti!sionaturet n irpiquired), PER,MITTEE: OATE _CONTRACTOR: DATE 'TH1,S.',N,O;Ttl;-3E,,!WI;T,H,',,',PHOXOGRA 4FTH, ,PIWPL,EiT,Ep,,WQ'RK,,#NPIO q---PMPEETE0,S URVEY., AG'APP iii, S(ESEW TO THEAB,0VEADOR -;0DA gSSMITHljv) �YS 10FC,em pkET,,I, N iPROJECT 1 INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS PLAN N 103 /31 LQ�_ 3 SOIL BORING PLAN 80 .,-c. 4 GENERAL PLAN f08 1 38 ",to G f0 5 TYPICAL SECTIONS — 1 le � 6 TYPICAL SECTIONS — 2 ;C•� 99 00 71 93 60 /Do /05 58 8 74 Eiee 36 (�� * /4 2Y' GENERAL NOTES 88 63 PO *53 Orient Pt ' 5f Al,Lighthouse 1. � 1. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY OAS * d REMOVED FROM THE ADJACENT AREA(UPLAND)AND REMOVED TO AN APPROVED UPLAND AREA FOR 17 DISPOSAL. NO DEBRIS IS PERMITTED IN TIDAL WETLANDS AND OR PROTECTED BUFFER AREAS. 65 �/ 26 2 2. THERE SHALL BE NO DISTURBANCE TO VEGETATED TIDAL WETLANDS OR PROTECTED BUFFER AREAS AS A + 'd� Orient l6 ' RESULT OF THE PERMITTED ACTIVITY. 20 + �• 4 Point 3. THE STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE CONFINED TO THE UPLAND AREA + + •• • W/" °C";., j'�, LANDWARD OF THE BULKHEAD. + .•• ORIENT POINT ♦ i .rr s +p > 4. ALL DISTURBED AREAS WHERE SOIL WILL BE TEMPORARILY EXPOSED OR STOCKPILED FOR LONGER THAN t ncen, • • '•„a COUNT( PARK ONE(1) WEEK SHALL BE CONTAINED BY A CONTINUOUS LINE OF STAKED HAY BALES/SILT CURTAIN (OR ++ su c.• OTHER NYSDEC APPROVED METHOD) PLACED ON THE SEAWARD SIDE BETWEEN THE FILL AND WETLAND OR PROTECTED BUFFER AREA. TARPS ARE AUTHORIZED TO SUPPLEMENT THESE APPROVED METHODS. st: A'.S• c r �o� �/ FE-' 5. GROUNDWATER/TIDAL WATER ELEVATIONS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED BY THE + ••��: •• 2 CONTRACTOR. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING REGARDLESS OF THE ELEVATION 1 AT THE TIME OF CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY NECESSARY PERMITS ' • 43 REQUIRED TO PERFORM DEWATERING, •1 'O °� f5 • •� 4 .Q Cem 3' �•• Oriente '• '.� arina PROJECT LOCATION e+� POlnt%f4 •1Q s DFHE • • •/\,• ••o,r, _ y o STATTiIr- r0 25 4/ 25 , D \TIDAL % .WE7LA�b5� T v Ag M Terry 0 Y.Ir O� CO Cem . /0 9 l v / / ORIEi\T y BEACH SPATE/ OCT 23M4 `' PARK LOCATION MAP 1000 0 1000 2000 9 m S-ALE 1'=1000 FT L N O U a PERMIT PLANS FOR NYSDEC PREPARED AND APPROVED AS PER TERMS u RECOMMENDED BY: 2500 POINT ROAD , ORIENT POINT AND CONDITIONS OF PERMIT # DATE: SUFFOLK COUNTY DATE n ROBERT STEELE, P.E. - NYSPE Lic. No. 077397 L111 1 `, L. K. MCLEAN ASSOCIATES, D.P.C. ORIENT, NY T 0 437 SOUTH COUNTRY RD. BROOKHAVEN, NY 11719 0 o 0 E� n.. o o � O 0, THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS AUGUST 2024 lo o ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS <� AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER 0 o THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE q SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER 'd;p MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFlCAT10N (NYS ED. LAW SECTION 7209-2). a'/ LKMA PROJECT NO. 24061.000 a _ +4 ♦! s•� �� -y, � ANC OWNER: SUFFOLK COUNTY ADDRESS: N/A " ORIENT POINT, NY Q SCTM #1000-015-09-006.001 � • f- �� PHOTO NO. I PHOTO NO. 2 OWNER: JOSEPH MINETfI ADDRESS: 2500 POINT ROAD ORIENT POINT, NY '+ SCTM #1000-016-01-001 +• "" PHOTO N0. 3 PHOTO NO. 4 N • O ' C i v 4 39 O : F a GARDINERS BAY ` 0 ' PHOTO N0. 5 PHOTO N0 5 '6 i. . O 0 c .. x g uj 0 i 3 i 0 PLAN PHOTO NO. 7 PHOTO NO. 8 c SCALE 1"=20' (22" x 34") LEGEND SCALE 1"=40' (1 1" x 1 7") DATE BY DESCRIPTION APPROV. BY y GRAPHIC SCALE REVISIONS O DESCRIPTION SYMBOL 20 0 20 40 TOWN OF SOUTHOLD o F� SCALE IN FEET I SUFFOLK COUNTY NEW YORK E tx PHOTOGRAPH LOCATION WFfH DIRECTION o c TAKEN AND PHOTO ID p # NYSDEC 40 0 40 80 POINT ROAD, ORIENT POINT FNN19 *�o `o O APPROXIMATE SUFFOLK COUNTY APPROVED AS PER TERMS 0 o TAX MAP UNES SCALE IN FEET EXISTING CONDITIONS PLAN I O SUFFOLK COUNTY TAX MAP M SCT•IA+ I00-Ia3-0I_65 AND CONDITIONS.OF v) (DIS TRICT-SECTION-BLOCK-LOT) - rj(� o 0 o PERMIT # ��_ f eo�_3 L. K. MCLEAN ASSOCIATES, D.P.C. DATE ENGNEERS t SURVEYORS 437 SOUTH OOUNIRY W.,BROOKKAVEN,NY 11719 ry� ADJACENT WATER BODY: NOTES: pyq"b By KJM sew.: AS SHOWN Sh"t No. 00 GARDINERS BAY 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE �� RBC oou: AUGUST 2024 a N COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. 2 OF 6 a'! 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. AWp d O RAS Fa.N..2406 1.000 a NOTES: 1. PAVEMENT CORING/SOIL BORING LOCATIONS ON PLAN ARE APPROXIMATE. 2. GROUNDWATER ELEVATIONS SHOWN ARE SUBJECT TO VARY. A ' I Depth Blows Per Unified Soil Classification TB# (6")Inches and NYC BC N-Value Soil Sample Description ` Class B-1 4 *. r _ 0.2 FEET BLG 4-5-5.4 Misc. N/A Loamy Topsok Brown Fine Sand w/Trace of Silt Sample 1 w 2—4 FEET BLG 3-3-5-8 SM 8 Brown Fine Sand wf Some Sat Sample 2 1. ' 4-6 FEET BLG 7-11-11-11 SP 22 Brown Fine Sand w/Trace Silt Sample 3 a 6-8 FEET BLG 11-11-1113 SP 22 Brown Fine Sand w/Trace Silt and Some Gravel Sample 4 ,} 4 8-10 FEET BLG 8-7-9-14 SP 16 Brown Fine Sand w/Gravel Sample 5 'QOh. E3-1 15-17 FEET BLG 14-20-10-6 SP 30 Brown Fine Sand Sample 6 r .•i. r 20-22 FEET BLG 10-7-5-5 SP 12 Broom Fine Sand w/Trace of Sik Sample 7 , 25-27 FEET BLG 4-7-7-9 SP 14 Brown Fine Sand 8 Gravel Sample 8 r � Cl 30-32 FEET BLG 7-4-5-4 SP 9 Brown Fine Sand Sample 9 a , • ' �r DEPTH OF GROUNDWATER = 12.7' cn f 7 o t s / r . d NYSDEC +' ` l;r APPROVED AS PER TERMS . AND CONDITIONS OF PERMIT # DATE p o A r GARDINERS BAY LEGEND: L) � r l QO. / © SOIL BORING LOCATION DATE BY DESCRIPTION APPROV. BY REVISIONS PLAN GRAPHIC SCALE B-1 zo o zo ao ( TOWN OF SOUTHOLD v SCALE 1"=20' (22" x 34") I SUFFOLK COUNTY NEW YORK °o SCALE 1"=40- (11" x 17") SCALE IN FEET E POINT ROAD, ORIENT POINT a-- 40 0 40 80 o _ OCT 2 3 2024 SOIL BORING PLAN ry C. SCALE IN FEET O a L. K. MCLEAN ASSOCIATES, D.P.C. N O p ENGINEERS t SURVEYORS 137 SOUTH COUNTRY NO..1100KNAVEN,M7 11719 N O ADJACENT WATER BODY: NOTES: o.>aa-d er. KJM se°I.: AS SHOWN s""r NO' 00 GARDINERS BAY 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE Drawn By: ROC D°Ir. AUGUST 2024 o COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. 3 OF 6 Q'% 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Apprwea By. RAS Fl.N°.24061.000 a NOTES: 1. THE HORIZONTAL DATUM IS REFERENCED TO NA083 (2011). 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A). POINT ROAD 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PUNS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. 4. SECTION A-A: INSTALL 1151 LF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM USING 25' LONG EPDXY COATED (COAT TOP 20' BOTH SIDES) NZ19 SHEETS. PROPOSED FACE N 39'1971'f OF SHEETING SHALL BE INSTALLED APPROXIMATELY 8' LANDWARD OF THE FACE OF THE EXISTING CONCRETE BULKHEAD. RE-USE EXISTING ON-SITE MATERIAL AS TOE 100.00' PROTECTION STONE, EQUALING APPROXIMATELY t27 CY (t60 TON) OVER t175 SF, AND NEW ARMOR STONE WHERE NECESSARY (W=3 TON), EQUALING APPROXIMATELY ±16O CY CDNC. CONC. (2245 TON) OVER ±600 SF. INSTALL 10' WIDE NON-TURF BUFFER CONSISTING OF A MDN MDN. STONE SPLASH APRON (W=400 LB, *80 CY OVER t1,000 SF) AND AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA). NO STONE OR FILL WILL BE PLACED BELOW SPRING HIGH TIDE LINE. 1 5. SECTION 9-8: INSTALL APPROXIMATELY 80 CY (t105 TON) OF ARMOR STONE (W=3 1 I TON) OVER AN AREA OF APPROXIMATELY 300 SF. PUNT AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA) BEHIND STONE AS SLOPE PROTECTION. NO EXISTING VEGETATION IS TO BE DISTURBED DURING CONSTRUCTION. NO STONE OR FILL WILL BE PLACED BELOW SPRING HIGH TIDE LINE. 6. THE INDIVIDUAL STONES USED SHOULD RANGE FROM 0.75W TO 1.25W WITH 75% OF OWNER: SUFFOLK COUNTY OWNER: JOSEPH MINETTI THE STONES WEIGHING W OR MORE. ADDRESS: N/A ADDRESS: 2500 POINT ROAD OWNER: SUFFOLK COUNTY 7. NO WORK SHALL BE PERFORMED ON THE ADJACENT PROPERTY WITHOUT WRITTEN ORIENT POINT, NY ORIENT POINT, NY ADDRESS: N/A CONSENT FROM SUFFOLK COUNTY PARKS DEPARTMENT. SCTM #1000-015-09-006.001 I SCTM /tOOO-016-01-001 1 ORIEM POINT, NY 1 I SCTM 11000-015-09-006.001 LEGEND: W W i •r +• PROPOSED LAWN RESTORATION WITH TOPSOIL AND HYDROSEED APPROXIMATE LOCATION OF CESSPOOL CONTRACTOR SHALL 10' WIDE NON-TURF OF 2 LAYERS PROTECT AND EXERCISE CAUTION I OF STONE PLASH APRON(WC4ISLBN t8O CY) AND DURING ENTIRE PROJECT DURATION I AMERICAN BEACHGRASS (AMMOPHILA BREVIUGUUTA) SO AS TO NOT DAMAGE THE TANK. I CONTRACTOR Shall RESTORE OT T ] CONSTRUCTION ACCESS PATH IF DISTURBED DURING CONSTRUCTION PROPOSED TOE PROTECTION STONE (RE-USE ON-SITE (W-3 TON) POSSIBLE. SEE NOTES 4 AND 5) C� 2 I ' PROPOSED CONSTRUCTION ACCESS PATH APPROXIMATE SUFFOLK COUNTY TAX MAP LANES �y N t ti LIMIT OF CLEARING AND Z N GROUND DISTURBANCE (TYP.) PROPOSED AMERICAN BEACHGRASS Q (AMMOPHILA BREVIUGUUTA) PROPOSED TOPSOIL AND SEED ; I �"T NYSDEC ``j/ ((/!� I Z PROPOSED EPDXY COATED PROPOSED 10' WIDE NON-TURF BUFFER I Gam, APPROVED AS PER TERMS AANNC EL SHEETING SYSTEM CONSISTING OF 2 LAYERS OF STONE SPLASH PROPOSED 12' WIDE APRON (W-400 LB, t80 CY)AND AMERICAN CONSTRUCTION ACCESS PATH AND CONDITIONS OF CLEARING UMrr OF D BEACHGRASS (AMMOPHILA BREVRIGUUTA) ) _ _ I PERMIT# O �O©�1J GROUND DISTURBANCE J I F APPROXIMATE LIMITS OF APPROXIMATE LIMITS OF I _D•t DKISTING vEGETATTON DATE APPROXIMATE LANDWARD LIMIT(C OF NATURAL FEATURE AREA EXISTING VEGETATION m I I PROTECTIVE HAZARD AREA CLASSIFICATION)OASTAL EROSION II I EXISTING ARMOR STONE EXISTING TOP w oo L _ -- _ - 25'-3•t EPDXY COATI:D,� APPROXIMATE LANDWARD LIMIT OF OF SLOPE _ �^ T T I STEEL SHEETING W/ NATURAL PROTECTIVE FEATURE ° / p ANCHORAGE SYSTEM AREA COASTAL EROSION HAZARD EXISTING CONCRETE BULKHEAD LOCATION c —�- - 10't MIN.' %j/ .• a •• •. •• •• •••• / AREA CLASSIFICATION) _ / y 15'-7•f+ .•. / PREVIOUS EXISTING CONCRETE BULKHEAD a i•`� • �� / LOCATION NIC SURVEYORS MVEFEB. OF 2022.BY ° a� - •r •20'-0• T• y //� _ 10't NUN.` i t LIMITS OF ANSYSTEM - ^� o 10'-0•t '� ,� 7 - EXISTING HOUSE S.H.W. - 1.15f N A^ z+ 1 ti r M.H.W. - 0.85t r 3 25'-3•t EPDXY COATED .ti ti of 8'-0•t� 8'-7•t ° STEEL SHEETING W/ 11'-10� 1 : y r t8•_6•* I - - -7_ 10'-11•f-_ s�ycr -_--- L - - _ APPROXIMATE LOCATION OF CESSPOOL � ANCHORAGE SYSTEM __4'-9•t- 5'-0•t - ° PREVIOUS EXISTING GONCREFE RE INS OF w L — — — - _ — — L — — J GRAPHIC SCALE c BULKHEAD LOCATION AS PER 100't EPDXY COATED STEEL _ - ° SURVEY PERFORMED BY PECONIC 15 0 15 30 SURVEYORS IN FEB. OF 2022.- _ __ ___ SHEETING W/ANCHORAGE SYS77?1 M.L.W. _ -1.75f 11 SEE TYPICAL SECTION 3 �.. 7'-2•t SCALE IN FEET _EXISTING ARMOR STONE TO BE RE-USED AS NECESSARY AS (TIE L 30 0 30 60 EDGE OF 1✓q ER ON 05-15-2004 Ai I1�OSAM v TOE PROTECTION STONE- B - - - - PROPOSED AMERICAN BEACHGRASS - _ c PROPOSED t151 tF STEEL � - - � (AMMOPHILABREVILIGUUTA) ON SCALE IN FEET a° - - - - BULKHEAD W/ANCHORAGE SYSTEM. _ - �Z ADJACENT PROPERTY (TYP.) FACE OF PROPOSED SHEETING DATE BY DESCRIPTION APPROV. BY SHALL BE INSTALLED t8' LANDWARD EXISTING STONE TO REMAIN. REVISIONS m OF THE FACE OF THE EXISTING GARDINERS BAY gio (AaJ3srOP4L)AC NECESSARY. o CONCRETE BULIKHIEAD SEENOTETOWN OF SOUTHOLD w SUFFOLK COUNTY NEW YORK F EXISTING CONCRETE BULKHEAD WITHIN THE PROPERTY E PLAN �m LINES OF 2500 POINT ROAD (SCTM /1000-016-01-001) POINT ROAD, ORIENT POINT 0 o SCALE 1"=15' (22" x 34") PROPOSED BULKHEAD. THE EXISTING CONCRETE BULKHEAD oUTSIDE OF o ESE LIMITS ON a SCALE 1"=30' (1 1" x 17") PROPERTY 5TTO REMAIN IN PLACE.SUFFOLK COUNTY PARKS GENERAL P LA N O N L. K. McLEAN ASSOCIATES, D.P.C. OC OCT 2 3 2024 ENGINEERS R SURVEYORS 437 SOUTH COUNTRY RO.,BROOKNAWA,NY 11712 O O O N ADJACENT WATER BODY: NOTES: Designee Itr. KJM scab. AS SHOWN Sheet D GARDINERS BAY I. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE O o 0 orn BY RBC Dote: AUGUST 2024 v COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. 4 OF 8 ¢'j 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Avv�•a 1 RAS f1e No.24061.000 a • NOTES: 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDIZA). 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. 4. SECTION A-A: INSTALL t151 LF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM USING-25' LONG EPDXY COATED (COAT TOP 2D' BOTH SIDES) NZ19 SHEETS. PROPOSED FACE OF SHEETING SHALL BE INSTALLED APPROXIMATELY 8' LANDWARD OF THE FACE.OF THE EXISTING CONCRETE BULKHEAD. RE-USE EXISTING ON-SITE MATERIAL AS TOE PROTECTION STONE, EQUALING APPROXIMATELY 4:27 CY (f60 TON) OVER t175 SF, AND NEW ARMOR STONE WHERE NECESSARY (W=3 TON). EQUALING APPROXIMATELY *160 CY (i245 TON) OVER t600 SF. INSTALL 10' WIDE NON-TURF BUFFER CONSISTING OF A STONE SPLASH APRON (W=400 LB,'380 CY OVER'±1,000 SF) AND AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA). NO STONE OR FILL WILL BE PLACED BELOW SPRING HIGH TIDE LINE. 5. THE INDIVIDUAL STONES USED SHOULD RANGE FROM 0.75W TO 1.25W WITH 75/L OF THE STONES WEIGHING W OR MORE. 6. ALL SOIL REQUIRED TO INSTALL PROPOSED TOE STONE SHALL BE RE-USED & PLACED ON TOP OF STONE OR USED AS REQUIRED AS FILL. NO SUITABLE EXCAVATED MATERIAL SHALL LEAVE THE SITE. BT-34t TO HOUSE AS PER SURVEY PERFORMED BY PECONIC SURVEYORS IN FEB. _ OF 2022. 20 PROPOSED.AMERICAN BEACHGRASS 74'-S't - -----_-- _ ---_--_-- -- --_- -^ (AMM9PHILA BREMUGULATA)_ -- ------ - -- - -- - - - TO HOUSE-- -- - --- 18 48'-0'f - - 25'-7'f -- H-------- - __ _ _ -• -___ _ BLACK ALUMINUM G TO HOUSE LIMITS OF RESTORATION (42' E1CHn OWNER: JOSEPH MINEFII__ 10'f D TOP_OF.-BULKHEAD 2500 POINT ROAD MEET EXISTING.__ SCTM #1G00-016-Ot 001 NON-TURF BUFFER - - _---N. - - - PROPOSED I - - - - ----� IX. 0. 12.54f 6�t- - - `- ELEVATION t12.50 5'-ARI SEE O _ ----- ----- - - - VARIES 0'TO LAN 14 I- Ll 12 PROPOSED-6'TOPSOIL - 1 -- - - 3'-10't \\\� ' ' \ ""' _ - - PREVIOUS DTISTING CONCRETE BULKHEAD - GARDINER'S BAY EXISTING HOUSE AND HYDROSEED �\ \ v sx `Y.SY +>"3.fi ",> _ - LOCATION AS PER-SURVEY PERFORMED BY -10 'EL:-- EL 13.ODt- ..--- -1 - \ ` TOE STONE EXISTING,GROUND - � Dj PECONIC_SURVEI'ORS;IN FEB. OF'2022.. _ - BACKFILL WITH SUITABLE \, TOP EXISTING CONCRETE 8 -ON=SITE MATERIAL` - - t4 - - �\ T - - - - -_ EXISTING CONCRETE BULKHEAD WITHIN-THE PROPERTY,LINES 6-Yt'X6.Yt'X1=Y4 A572 GRADE,50_._ .. ---- --- - -'---_-_- . -_ -. \� �i%' i .. - r f' GALV. STEEL TIE ROD BEARING PLATE j �i il� ` .` -- SEE P - REMOVED AND SED AOF 2500 POW ROAD SSRLL-�DWARD OF THE-BULKHEAD. \ BULKHEAD TO BE 14' 9't - - - ---- -- --- - t - -- - --I--I- I-- - -- - - � A572 GRADE 50.GAI.V.-STEEL DOUBLE....-. - %' ' t' ___-IXFFg4 ONNTY PROPERTY IS TO.REMAIN IN LACEM 4 -CHANNEL WALER (2) CIOX25 :!` - - 1 -' V=:-- -- - --REMOVED AND REINSTALLED -- ----- - - - - - SELECT FILL AS REQUIRED AS OE STONE (TYP - - - -- {{ \ S 2 - RE=USE_ON=SITE-MATERIAL S.H.W_-0. 1.15t M.H.W.-EL 0.55t: - - - - - - -- --• - -----(t325•CY)-- -- _. j; - --- - - - -- --- rI 1 I I -THREAD t 1= s4 F1554 GRADE 55 AL0 1 '-0 - - EXISTING GROUND - - BAR &-CONNECTIONS_0.9.19-O.C..AS - ; - - --- - - -- - - -- - - -- - -- _-- MANUFACTURED BY.WILLWMS FORM NE I -- - - _. - -- _-- -2 - - ENGINEERING-OR-APPROVED-EQUAL 5� --- TOE STONE 1 - - EL VARIES fi 36 T f305 -EXISTING p1 2 LAYERS OF-TOE STONE RE-USE- 10' LONG NON-CONRNUOUS STEEL VARIES 7'-11't TO STONE,ON-SITE WHERE POSSIBLE SHEETING NZ19 A572 GRADE 60 9'-7'f. SEE PEAK (W=3 TONS). SEE NOTE 5. OR APPROVED EQUAL.(UNCOATED) ti VARIES B'-Tt TO ROPOSED 12"THICK 13'-4't, SEE PLAN PROPOSED 12'THICK LAYER >r LAYER BEDDING STONE OF BEDDING STONE, J MITS OF UNCEHSSIFlED (W=600'LBS) W=40 LBS - EXCAVATION (TYP.): SEE NOTE 6. 2 LAYERS OF STONE SPLASH '? (1210 CY) ROPOSED GEOTEXRLE APRON, W=400.LBS FILTER FABRIC EXISTING CONCRETE BULKHEAD TO ! rn BE USED AS BACKFILL BEHIND a PROPOSED BULKHEAD 3'0 S.S.WEEPHOLE m 9.19' D.C.'AS MANUFACTURED'BY v, A572 GRADE 50 GALV. STE0.,D,OUBLE- JET FlLTER.SYSTEM LLC OR FACE OF PROPOSED STEEL SHEETING SHALL BE 0 CHANNEL WALER (2) CIOX25 APPROVED EQUAL INSTALLED APPROXIMATELY 8' LANDWARD OF THE FACE OF THE EXISTING CONCRETE BULKHEAD. 6)¢X64 X1-Y4"-A572 GRADE 50 25',LONG.EPDXY COATED S1E0.NZ19 GALV. STEEL TIE ROD BEARING PLATE STEEL SHEETING A572 GRADE 60-OR APPROVED EQUAL TOP 20' OF SHEETING a TO BE COATED'WITH EPDXY,(BOTH SIDES) SECTION A—A STEEL BULKHEAD TOE STONE AND 1 NYSDEC��� 10' NON—TURF BUFFER APPROVED AS PER TERMS SCALE 1"=4' ,(22"X34") 2 SCALE 1"=8' (11"X17") AND CONDITIONS.OF - U PERMIT# - '� ?01- 907j DATE o U c d DATE BY DESCRIPTION _ •APPROV. 6( c REVISIONS d _ o TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK Of POINT ROAD, ORIENT POINT 0._ D O 6 �. a. a o TYPICAL SECTIONS — 1 10 <N OCT 2 3 2024 L. K. McLEAN ASSOCIATES, D.P.C. 0 0 _ ENGINEERS&SURVEYORS 437 SOUTH COUNTRY RD.,BROOXIIAVEN,NY 11719 N ADJACENT WATER BODY: NOTES: Deelpea B7: KJM scale: AS SHOWN Sheet No. '6'; GARDINERS BAY I. BEARINGS AS SHOWN.ARE IN NEW YORK STATE PLANE o SOuthOld TOWr1 COORDINATE SYSTEM NAD 1983, LONG'ISLAND ZONE. Oa.n ey RBC fate: AUGUST 2024 5 of 6 °N Board of Trustees<' 2. ELEVATIONS SHOWN HEREON REFERENCE'NAND 1988. 7wP.area By RAS FRe No.24061.000 NOTES: 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). • 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A). 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. 4. SECTION 8-8: INSTALL APPROXIMATELY 80 CY (t105 TON) OF ARMOR STONE (W=3 TON) OVER AN AREA OF APPROXIMATELY 300 SF. PLANT AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA) BEHIND STONE AS SLOPE PROTECTION. NO,EXISTING VEGETATION IS TO BE DISTURBED DURING CONSTRUCTION. NO STONE OR FILL WILL BE PLACED BELOW SPRING HIGH TIDE LINE. 5. THE INDIVIDUAL STONES USED SHOULD RANGE FROM 0.75W TO 1.25W WITH 75% OF THE STONES WEIGHING W OR MORE. 6. ALL SOIL REQUIRED TO INSTALL PROPOSED TOE STONE SHALL BE RE-USED & PLACED ON TOP OF STONE OR USED AS REQUIRED AS FILL. NO SUITABLE EXCAVATED MATERIAL SHALL LEAVE THE SITE. 7. NO WORK SHALL BE PERFORMED ON THE ADJACENT PROPERTY WITHOUT WRITTEN CONSENT FROM SUFFOLK COUNTY PARKS DEPARTMENT. - _ OWNER: SUFFOLK COUNTYW----- 16 VARIES, SEE PLAN SCTM 01000-015-09-006.001 14 j-EX,EL 12.42t - EXISTING ARMOR STONE TO REMAIN AS - _ --_ _ _- -- ----- - 2` -ADDITIONAL-PROTECTION.-ADJUST AS-NECESSARY - 12 ---- .• _ ._._ - _ 0 PLACEMENT OF NEW ARMOR STONE. --' -- --PROPOSED.AMERICAN-BEACHGRAS ---- - -�- - - ------ --- ---— - -- - - - ' 1 10 (AMMOPHILA BREVIUGULATA) \::,;=>' ` ' =' EXISTING CO NC_RETE BULKHEAD -- - ._-_- TO-REMAIN-IN PLACE ---- - - --- ------ - -- BACKFlLL WITH SUITABLE - -- --- - - - ��^,,=_ - -- ------- ------ ------------ - --- - - - - -- - - - - - - - ;. 8 -ON-SITE MATERIAL- - --- - --- - ---- - .. ' - --- - ------ EXISTING GROUND— --- - - - - -- ... - I -- 6 - --- - - - - - 2_LAYERS-OF-ARMO - STONE(W=3 TONS) 4 =SEE NOTE 5: ---)--(-------��---------- - -- -------------- - --PROPOSED_12'THICK_. 2 LAYER BEDDING STONE 0 PROPOSED GEOTE)KMn _ - - - --- —FILTER FABRIC----- ----- - - - -I-I- ---- ---- -4 SECTION B—B 0 ADJACENT PROPERTY ARMOR STONE CL SCALE 1"=4' (22"X34") SCALE 1"=8' (11"X17") 3 NYSDEC ua APPROVED.AS PER TERMS AND CONDITIONS OF PERMIT# Q 0 DATE 0 c O DATE BY DESCRIPTION APPROV. BY c REVISIONS o , R TOWN OF SOUTHOLD o SUFFOLK COUNTY, NEW YORK o POINT. ROAD, ORIENT POINT I?•0 00 a OCT 2 3 2024 TYPICAL SECTIONS — .2 - N N L00 GNK�SMc R1EANEYORS �A-SOUTH COUNTRY RD;.SSOCIATES�D.P.C.VEN,NY 1 N o Southold Town ADJACENT WATER BODY: NOTES: snot No. cp Board of Trustees Dealyeea py: KJM sooie: AS SHOWN GARDINERS BAY 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE RBC AUGUST 2024 a COORDINATE SYSTEM NAD 1083, LONG ISLAND ZONE. prom sy pole: 6 OF 6 % 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approves py RAS Pea No.24061.000 d DEPARTMENT OF THE ARMY NEW YORK DISTRICT,CORPS OF ENGINEERS JACOB K.JAVITS FEDERAL BUILDING 26 FEDERAL PLAZA NEW YORK,NEW YORK 10278-0090 August 20, 2024 Regulatory Branch SUBJECT: No Permit Required for Permit Application Number NAN-2024-00752 by Joseph Minetti Joseph Minetti 2500 Point Road Orient, NY 11957 Dear Mr. Minetti: On June 27, 2024, the New York District, U.S.Army Corps of Engineers, received a request for Department of the Army authorization for the following: Remove existing concrete bulkhead and excavate approximately 210 cubic yards (cy) of material. Install 151 linear feet of bulkhead with 25-foot long steel sheeting. Use 325 cy of fill behind bulkhead, including the existing concrete from previous bulkhead. The project is located in the Gardiners Bay, in the Town of Southold, Suffolk County, New York. Our review indicates that since the proposed work does not appear to include dredging or construction activities in or over any navigable waters of the United States, the placement of any dredged or fill material in,any waters of the United States (including coastal or inland wetlands) or the accomplishment of any work affecting the course, location, condition or capacity of such areas, a Department of the Army permit, in accordance with 33 CFR 320-330, will not be required provided the proposed work is executed in accordance with the referenced material. Care should be taken so that any fill or construction materials, including debris, do not enter the waterway to become a drift or pollution hazard. You are to contact appropriate state and local government officials to ensure that the subject work is performed in compliance with their requirements. In order for us to better serve you, please complete our Customer Service Survey located at https://www.nan.usace.army.mil/Missions/Requlatory/Customer-Survey. ® T2OCT 2024 Southold Town Board of Trustees - 2 - If any questions should arise concerning this matter, please contact Alexis Johnson, of my staff, at Alexis.J.Johnson(a)-usace.army.mi1. Sincerely, pp 2024.08.20 12:07:29 -04'00' Christopher W. Minck Regulatory Subject Matter Expert Metro NY/NJ Section � fl 'WE CT 2 3 2024 Souihold Town Board of Trustees USACE FILE NO: NAN-2024-00752 August 20, 2024 5B 74 see, * /4 JdQEX N 63 36 Qo�a OYI SHEET-ND. DESCRIPTION 5/ 53 * R�'Ligh 1 COVER SHEET o tpt * 4 D OFIING CDNDIDDNS PLAN F7 Ac 3 'SOIL BORING%AM 26 2 4 ,GENERAL PUN + Qdent /6 5 TYPICAL SECRONS + ++ Point • r .•' ��'ORIENT POINT � • + "COUNTY PARK •� `� 1' �• F Rp•l. �EL110]i5 F�• E, 1. ANY DEBRIS OR EXCESS 149ER1AL FROM CORbIR1 CIM OF 1I6 PROA=SM41 BE • • rle e ' �: ., CDMPLEELY MOM FROM DE ADLICENW MIFA__(UPLr AND MUMVED TD AN APPROVED UPLAND AREA FOR DISPOSAL -NO DEBRIS S N 1m,L RE,I.AND • UI o♦ 2 OR PRORELYED BUFFER AREAS. • •• - is PROJECT LOCQON 2 THERE AS AS BE NO F71HE ANE TD VACMTFD TLGLL WE11A105 OR PROITZIED BUFFER f , O AREAS AS A�T of THE PERWIIED ACIMIY. 3. TIE STORAGE OF C016IRLCTION EQUIPMENT AND NATERNLS SWILL BE CONFINED 10 DE 4•• ;Q Cem ° Py UPLAND AREA LANDWARD OF THE BUIMAIL G •. • . 4. ALL DISIURBED AREAS WHEN SOL WDL.BE 7ENPATAIBLY EMM OR SMCKPILED FOR + i •• Q eFine LONGER TIMN ONE(1)WFDL OWL BE DONTANED DV A CONIINUOUS LINE OF S01NED KW •F FAWM S BAISDRFNNFtODEIACORAPLUrtPAKRED OTNARTPHSENSESIDE TH IMINCRIZED •��, • � L OIIOUN01W11ER/i1DAL WATER ELEMTIDNS SHOWN ARE APPROICHAIIE AND SHOULD HE 3CAT7iLF ", RO 25 RE�IESSS 1oF THE EL MT ql AT IM ME CCNSnhFIMVW wLL BE=DVLL NO��DIW AMY�lE WILL BE MADE FOR ANY NECESSARY PFRNUS REQUIRED M PERFORM DflYATEAING. - A.• /4 10 LOCATION MAP 2000 0 2000 4000 SCALE IN FEET PERMIT PLANS FOR 2500 POINT ROAD, ORIENT POINT PREPARED AND RECOMMENDED BY: SUFFOLK COUNTY ORIENT, NY DATE: ROBERT STE}1!~ P.E. — NYSPE Lic. No. 077397 L. KN E .. MCLEAN ASSOCIATES, D.P.C. �.I�/��1� E 719 V JUNE 2024 pCT 2 3 2024 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT•S UNDER Southold THE DIRECT KIN OF A LICENSED PROFESSIONAL ENGINEER, WHERE J30 f Of jTu4Iste5tE2S SUCH ALTERATIONS ARE MADE. THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). L KMA PROJECT NO. 24061.000 USA -C-E_FILE_N.O:-NA�_V�024-00752 August 20, 2024 r(il 91 I rr OCT 2 3 2024 PONT` ° N 39.19'11,r`� , n1. THE HORIZONTAL DATUM IS REFERENCED TD NADB3(2011j. W0100 2. THE CONTRACTOR DAII IS REFERENCED TO OM I WIDE 2A). S. CONTRACTOR SKIALL ENTER SITE VIA PROPOSm'12'WIDE ACCiS ROUTE AND TAKE 'COMG CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLAN&THE • I i` 'MOM LOCATION OF THE CESSPOOL L4 APPROXIMATE. 4. SECTION A-A.INSTALL*151 LF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM USING 23'LONG EPDXY COATED(COAT TOP 20'BOTH SIDES)NZ19 SHEETS. Southold"town PROPOSED FACE OF SHEETING SHALL BE INSTALLED APPROXIMATELY 3'TO e' p LANDWARD OF ENE FACE OF THE EXISTING CONCRETE BULKHEAD.RE-USE EXISTING Board c#Trustees cOUhw ON-STIE MATERIAL AS TOE PROTECTION STONE,EQUALING APPROXIMATELY 327 CY (t60 TON)OVER t173 SF,AND NEW ARMOR STONE WHERE NECESSARY(W-1.5 OIOR'POw NY O11R Jaw"L�1TI 70N),EQUALING APPROXIMATELY 1104 CY(t230 TOIL)OVER 3673 SF.INSTALL 10' /COY+1000.016�-006001 ADOFM 11100 PONT ROAD WIDE NON-TURN BUFFER CONSISTING OF A STONE SPLASH APRON(W-400 LB,*00 ORIENT POW.NY CY OVER t1,000 SF)AND PLANTINGS.NO STONE OR FILL WILL BE PLACED BELOW 0CIL1/1000-018-m- 1 SPRING HIGH TIDE LINE. O1NIR�iOIK CCIMIY m Pa1P,w < SCIY/1000-010•m4106001 E+0 3 o� ( W GA% A ON Cp :t LO 1 ND: APPF�YOE 1019GION OF I� BOG OOIP.SI�IC GN PIIDPOID Um T@sIDNDOI APPr aRIRM xy 9 f ZI I wx 11TN 1UP1101.AND IMOW® DIROq rK11B�E gRMTION NOM-1w L1im CD�TND !ID b 7D NOT MWOE 11E NIL J+G OF 2 LAYM OF SIDLE SPAN APINN AP�11M M T= (w64a LLL aeG C'AND HAlll1M COMM TAX MAP LIES O PROfVLFD TOE Fra01E M SLOPE PNOPO®1OPUL AM 1110810 �F DSE-ATE ON•4IE Mv1161L WI1KE NIO101D 10'MOE Om N01N118F �-———— µ ft POS>sE/10r NGW 4) amm 001�12p OF 2 MYEN1 uO UL d GIF CLEARING (V-1 1Q OF 1 URIML (1-ia I 001E1 01 FYOII ommmm VW4 ® �PY H FWWUM l� e0a*AND 1>tAN,11a I I OM L———_J APF�o�aBOE MNHMIp UMIr OF ��; aim ISHEHEE110D"0 amfON NCOK F1101FL'IRE F OGARIE ANCIO SY11eM LD�IMD 7oP OF 1TIOPE •, '. . . • '. _ �� A a a WI00" OMIT OF oFArsoD AM • c,�•'� � ••2r-oar'.' •• j APPNmmIIE wowo LIMIT OF MUUW BMW MAW MEA MA111111001" Z. w- cam a I�MO� -' _ •_AN01011�IIE�SFSIk]I +1y .I-` p Stm slEIBO�/ SJLYL m 1.1Sk " COMM AISLOR 5101E Ada 1111111110M_ 141LT.-OJBb 17015IBYD 0014>AAE NIL1101M BMW BUILDING -LOOIF CONFED: EQB10 t/ - 0 AANCHORAGEBANCHORAGESVEN L — --IONS O 11m s APPIEXIMOOE LDWION OF�OOI 11E IYFIBL 115111KN 05-15-P024 A' ------� ^� r-_� �„ .._.--•.•. ..-. ---` -J_...- � P�POID TOE PN01EL'11H1 QI�E �NE�IeE ON�IE MIOr1Ww Coma MOTOR WE WE In I DESCRPWN .PPRDV.G RE-UM AS 7M GARDINERS BAY PLAN REVISIONS FIIGI¢TION sum e1aslla DaN01E1E.1IRB 9D 70 SCALE 1'=40' (8.s• I 11' N PLACM ITPJWO PROPOSED TOWN OF SOUTHOLD 111110M AS qL MppM1 SUFFOLK COUNTY, NEW YORK PPRIPISSIED 11�MlI"m POINT ROAD, ORIENT POINT 11f"a1wL BE MOWmDt�Y+�m do LA►OMIO OF ME GENERAL PLAN 4.0 0 4.0 80 1. BEARING AS SHOWN ARE IN NEW ADJACENT WATER7%�L. McLE:AN ASSOCIATES,D.P.C. YORK STATE PLANE COORDINATEBODYoSYSTEM NAD 1983, LONG ISLANDZONE. BrKJM seer AS NOTED2.ELEVATIONS SHOWN HEREON GARDINER'S BAY RISC mNG JUNE 2024SCALE IN FEET REFERENCE NAVD 1988. er RAS -n,Ne.24051.000 USACE FILE NO: NAN-2024-00752 August 20, 2024 D OCT 2 3 2024 c Southold T= own 101T�' — Board of P-Lstees eD --w rNOPOW PLANTIM0111 1W�I MACIC. is 41r-ft -Lm W 110% —NO*-MW 14 ft 12 10LAIR! ='-1—'=prAp0m-frll� EL I&OU TW of EYE vwmm 6 YO- 202.0—Ic-ft- 4 ir,=ON-=HUMEWL -----FrApO=.§ULNHpb 11-%10 rIa54 OMOE a MN CUNCIMW= If 0A AS Ir-4% Eam mm 0*-=vmm pa� VANIIIIIII)fff ULLM P= 7mm 9mm "WIS=I* - 11LS>trEr�o 011 APPROVED IIIIIIIAL OF UNCLAIIIIIF111D Emm QVIOUND 11f I= ; cm VYP4 IL�dhije 10 MEEL IIINEETINIII NE19 A572 (*MO a* 191000110 m Ir T=LAM Em GIMIZ 00 ON APFNM m 0"Imm" I" �1r7= 0001cm 5m 0111,1113)1=1 1.0 1003TIND 9111E 70 IIIEMOIED AM PW Or PFAPOIIED STEEL 51Z= 2 UAWRRII W As TO[IirmmiE(frp.) amu.m mumm Va 7D a% E9lapLAIIH Wmm cr THIE pxz or im W-m StiSSU04M•mrGC A012 OIMDE BID QRV.Mn DOUNIE AS MORVACIURED IN JET FAM avMNEL iiimuaR M cfamimI IIIYIIflMM UC 011 AFPII°YLO EM I=EPW cmm mm Iwo SIM III1ISIVIIII0 A572 GWAZ N N AIVIIII)WD EM 10P 2W W!leETNO 10 m am=vm um mm so" SECTION A—A STEEL BULKHEAD—TOE STONE AND 10' NON—TURF BUFFER SCALE 1-=12' (8.5-X11-) NOTES, 1. THE HORIZONTAL DATUM IS REFERENCED TO NADS3(2011). DAZE f BY I DESCROM Appftgv.BY 2. 12A). REVISIONS & 9=S=DtSMRUS%�VCIAEDPZ=12'(CVEfioDUE)ACCESS ROUTE AND TAKE CAUnON AS 70 AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS.THE TOWN OF SOUTHOLD LOCATION OF THE CESSPOOL IS APPROXIMATE SUFFOLK COUNTY, NEW YORK 4. SECTION A-A:INSTALL*131 IF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM USING 25-LONG EPDXY COATED(COAT TOP 20'BOTH SIDES)NZ19 SHEETS. PROPOSED FACE OF SHEETING SHALL BE imsmum APPROXIMATELY 3*TO a' POINT ROAD, ORIENT POINT LANDWARD OF THE FACE OF THE EXISTING CONCRETE BUIMEAD.RE-USE EXISTUIO ON-SITE MATERIAL AS TOE PROTECTION STORL EQUALING APPROXIMATELY*27 CY (*60 TON)OVER*175 SF.AND NEW ARMOR STONE WHERE NECESSARY(W-1.5 TYPICAL SECTIONS TON).EQUALING APPRO)MATELY*104 CY(*=TON)OVER*575 SF.INSTALL 10' WIDE NON-TURN BUFFER CONSISTING OF A STONE SPLASH APRON(W-400 I.B.*80 1.BEARING AS SHOWN ARE IN NEW CY OVER*1,000 5 PLANTINGS.NO STONE OR FILL WILL BE PLACED OEM YORK STATE PLANE COORDINATE ADJACENT WATER L.K.MCLEAN ASSOCIATES,D.P.C. SPRING HIGH TIDE UPLANTINGS. SYSTEM NAD 1983, LONG ISLAND BODY: �&� ZONE. Wftm Dr. KJM Be. AS NOTED Shd N. 4)rja 2.ELEVATIONS SHOWN HEREON GARDINER'S BAY Br. RBC JUNE 2tO24]7 a or REFERENCE N"D 1988. App..d Br. RAS ift m.24061.000 STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY HOCHUL 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 WALTER T. MOSLEY HTTPS://DOS.NY.GOV SECRETARY OF STATE June 13, 2024 E C E �n ® V Richard Caruso OCT 2 3 2024 L.K.,McLean Associates, P.C. - 437 South Country Road Southold Town Brooklyn,New York 11719 Board of Trustees Email: rcasusoglkma.com Re: F-2024-0385 U.S.Army Corps of Engineers/New York District Permit Application—Joseph Minetti Install+/- 1511f of steel bulkhead with anchorage system. Re-use existing stone on-site as toe stone 27 cy over+/-175sf) and install new stone (+/-104 cy over+/-675sf). Install 10'non-turf buffer consisting of splash apron(+/-80cy over+/-1,000sf)and plantings.No fill or stone to be placed below SHW. 2500 Point Road, Gardiners Bay Town of Southold, Suffolk County No Jurisdiction—No Federal Permit Dear Richard Caruso: The Department of State has reviewed your Federal Consistency Assessment Form and supporting information received on June 11,2024. The proposed activity does not appear_to require a federal permit, license, or other form of federal authorization. Therefore, further review of this project by the Department of State and its concurrence with your consistency certification are not necessary. Should the Army Corps or other federal agency determine that the proposed project requires a federal permit, license, or other form of federal authorization or if the project is modified,please contact the Department of State to determine if further review is required. This is without prejudice to and does not obviate the need to obtain all other applicable license, permits, other forms of authorizations or approvals that may be required pursuant to existing New York State statutes. If you have any questions or need any additional information regarding this matter,please contact me at(518)474-6000 and refer to our file#F-2024-0385. I RK Department ATE of State Sincerely, David J.Newman Coastal Resources Specialist Office of Planning,Development and Community Infrastructure ecc: COE/New York District—arlene.Tirado@usace.army.mil DEC Region I—dep.r1@dec.ny.gov D ECc � � � =OCT2 Southold Town Board of Trustees INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS PLAN ,.,,. .f.ka., .:sr�zY:.-zn �.i- :a..,l.ac.mmi�. ,cir' .,a: �.ac,. ...rxae.aa.sss+r.'ait�e!m.. ». eaa!r..x..�.a..,. ..id.' .,h'„use«.,ue. _.w'1i, `•w:se.,a,w.aT.'' : "uae:.rr.�s,.�k'e�" °�, eti.,rsx..K�`,o-v aw. ..on Lntiit r ..:usalYf�'" :e. N '''' .z i� SOIL BORING PLAN 103 131 \002 3 !/! 80 c+ 4 GENERAL PLAN OOK !4B 138 � 02 M I �ZFn G r0 5 TYPICAL SECTIONS - 1 g TYPICAL SECTIONS - 2 /00 99 i 7! 93 60 /00 ` 1 � !05 h i e 74 Re ! 36 Q0t� 14 22 88 63 Orient Pt �I , GENERAL NOTES , 5! 53 ket pLighthouse 1. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY o�9 a REMOVED FROM THE ADJACENT AREA (UPLAND) AND REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL. NO DEBRIS IS PERMITTED IN TIDAL WETLANDS AND OR PROTECTED BUFFER AREAS. 65 4/ !T 26 2 ' 2. THERE SHALL BE NO DISTURBANCE TO VEGETATED TIDAL WETLANDS OR PROTECTED BUFFER AREAS AS A > orient 16 �r + Point RESULT OF THE PERMITTED ACTIVITY. + •Z 20 °• • +• • 3. THE STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE CONFINED TO THE UPLAND AREA ♦ + ••d�E� 0SWWNDVIEW ,;- LANDWARD OF THE BULKHEAD. + �. ° * '� ,� ORIENT POINTivORT • m , COUNTY PARK 4. ALL DISTURBED AREAS WHERE SOIL WILL BE TEMPORARILY EXPOSED OR STOCKPILED FOR LONGER THAN +bc NORTH + ° ♦ P�� ONE (1) WEEK SHALL BE CONTAINED BY A CONTINUOUS LINE OF STAKED HAY BALES/SILT CURTAIN (OR + SEA D ++ z n �� OTHER NYSDEC APPROVED METHOD) PLACED ON THE SEAWARD SIDE BETWEEN THE FILL AND WETLAND +pP • • •� 'N RY OR PROTECTED BUFFER AREA. TARPS ARE AUTHORIZED TO SUPPLEMENT THESE APPROVED METHODS. +sE: LAN m .� • • ti �� &00 FAR" + off•' m rie •z a d ° • 5. GROUNDWATER/TIDAL WATER ELEVATIONS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED BY THE •• • �, •� uN� . Poi o • m `,- i CONTRACTOR. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING REGARDLESS OF THE ELEVATION �,• ° z� viEw � AT THE TIME OF CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY NECESSARY PERMITS m a� ' . •;'� " '" • 43 REQUIRED TO PERFORM DEWATERING. �q+ • pPR� . 25 �' 838Qi Ga 0• xcl � "�!S Cem . • • �� PROJECT LOCATION Orient . arina •�,'� Point%/4, •' �� pAK � ♦ • • ` •• � `S Vi ♦ ALL' �0 � • g0 ♦ STATE-� �II 25 025�, � TIDAL ,,- ¢' 4QO S oVETLANT� G M` Terry o.,i, �� �G. !O 9 Cem ORIENT BEACH : STATE K w..+.s .u4aM. .u.�uE:w..xw. J.'!a`f2c' -dt.•e Sr'Jeiu4�J� =aioa4U]qel �M" .. .. ._ .. . LOCATION MAP 3 1000 0 1000 2000 SCALE 1" = 1000 FT V) L 0 0 FOF"�x 3 ' 0 i �J U 0 L 4.1 PREPARED AND RECOMMEND D Y: 2" 500 r"o L I I N ""I" r,w�,%%u`AA "LmJ"k m"'%16" 1 E 1"'m' T I N o � DATE.: �a �l FOLK COUNTY 0 R0BffRT STEeCE, P.E. — NYSPE Lic. No. 077397 ORIENT , Y L. K . McLEAN ASSOCIATES , D . P . C . NEW 437 SOUTH COUNTRY RD. BROOKHAVEN, NY 11719 OF YO ST 0 1 OCT 2 3 20P, z , 1 0 0 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS l► 0 �c _, OCTOBER2024 I ' 5 0 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS N N AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER o 0 THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE 0 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER 00 (0 MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION o j (NYS ED. LAW SECTION 7209-2). LKMA PROJECT NO. 24061 .000 'J J, ­44 OWNER: SU ADDRESS: N mi \4 RIENT POIN I , I T CTM #1000-015-09 —006.001 gp �M ��i ­q roq, s"g PT79 P _0 ]0` �,A 1 4 �W, A, PHOTO NO. 1 PHOTO NO. 2 OWN ER: JOSEPH MINETTI q, AW ADDRESS: 2500 POINT ROAD ORIENT POINT, NY gpl, '77717 N 43� RAWN T C TIVI #1000-016-01 -001 u R X, ili� w , �jn A, A k S'Iil'�`­ VZ 15 0 "'NO, VT�ll Al, .......... 4 If H R R vue PHOTO NO. 3 I tu, �11 , I PHOTO NO. 4 -1 P PRIM, o, k 6 "HU", M A g� 'w� 4, X "k V5 U) .7ARDINERS gj,, PHOTO NO. 5 PHOTO NO. 6 m 6 �4111't ��'575 u N m m,�,',1',ept x Lj ''o E 4 q, 4" 41 "R u lb "Q g, V k"d jjm"ja,,� E", .......... u P LA N_ ,__1 PHOTO NO. 7 PHOTO NO. 8 .E SCALE 1 "=20' (22" x 34") 0 LEGEND- SCALE 1 "=40' (11 x 171)) DATE BY DESCRIPTION APPROV. BY GRAPHIC SCALE REVISIONS 0 20 0 20 40 DESCRIPTION SYMBQL TOWN OF SOUTHOLD SCALE IN FEET SUFFOLK COUNTY, NEW YORK PHOTOGRAPH LOCATION WITH DIRECTION 40 0 40 80 POINT ROAD, ORIENT POINT TAKEN AND PHOTO ID 0 APPROXIMATE SUFFOLK COUNTY 00 TAX MAP LI N ES OCT 2 3 20 U,� EXISTING CONDITIONS PLAN 0 SCALE IN FEET cjV NEW' 0 )" I SUFFOLK COUNTY TAX MAP # L Sp I Ln SCTM# 100-183-01-85 (DI STRICT—SECTION—BLOCK—LOT) Co N 0 L. K. McLEAN ASSOCIATES, D.P.C. 0 CD 0_1 CN 0 W ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 - ADJACENT WATER BODY: NOTES: Sheet No. 00 �D 97 Designed By: KJM scale: AS SHOWN GARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE l ., I COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. F SS Drawn By: RBC Date: OCTOBER 2024 u 2 OF 6 0 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No.24061 .000 NOTES: 1 . PAVEMENT CORING/SOIL BORING LOCATIONS ON PLAN ARE APPROXIMATE. 2. GROUNDWATER ELEVATIONS SHOWN ARE SUBJECT TO VARY. "0 �d "'T MEN 'd IN, �J F ON V, T ..... n' 'WHE"', It 4 RM �N Unified Soil A" Depth Blows Per TB # Classification (6") Inches N- Value Soil Sample Description and NYC BC J"" B-1 !C 'k- Class V "I'V A Loamy Topsoil, Brown Fine Sand w/ I race ul SO 0 4 2 FEET BLG 0 4-5-5-4 Misc. N/A Sample 1 N 'k� 8 4 FEET BW -3-5-8 Brown Fine Sand w/ Some Silt mh'i� 2 Sm Sample 2 V" j"' 6 FEET BLG 7-11-11-11 Brown Fine Sand w/Trace Silt 4 C Sample 3 SID 22 "y' ff ;�A p Sample 4 6 - 8 FEET BLG 11-11-1113 SP 22 Brown Fine Sand w/ Trace Silt and Some Gravel o" 4. 411 M 5"�04--" 8-10 FEET BLG 8-7-9-14 SP 16 Brown Fine Sand w/ Gravel Sample 5 1112 t3l" W B- 1 -17 FEET BLG 14-20-10-6 SID 30 Brown Fine Sand 15 Sample 6 AW, m 0 A -22 FEET BLG 10-7-5-5 SP 12 Brown Fine Sand w/ Trace of Silt 20 Sample 7 "V X Brown Fine Sand & Gravel 25-27 FEET BLG 4-7-7-9 SID 14 lgp� Sample 8 0, 0"Ir 31 ' Z 5 5" & 3 -32 FEET BLG 7-4-5-4 SP 9 Brown Fine Sand Sample 9 0 0 q LL DEPTH OF GROUNDWATER 12.7' W A; "40 & RV�-T-4 M 0 D Re U� A. Jk U 4� 0 U OCT 2 3 2024 ""d 'Mb 0m, JTM"S"' DIIN� ERc'D` BAY LEGEND: U W I M'k ""W It 0 Nw QW11 DATE SOIL BORING LOCATION BY DESCRIPTION APPROV. BY REVISIONS PLAR GRAPHIC SCALE B- 1 0 SCALE 1 "-20' (22" x 34") 20 0 20 40 TOWN OF SOUTHOLD �Nw NNEMP iiiemmmmmwmm� SUFFOLK COUNTY, NEW YORK 0 SCALE 1 "-40' (11 x 17") SCALE IN FEET E 2�� 40 0 40 80 POINT ROAD, ORIENT POINT 0 0 n CD CD SCALE IN FEE T SOIL BORING PLAN 0 . cif NEW� , Ln A. S11 <1 K. McLEAN ASSOCIATES, DRC CD ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 117 9 CD On, 1 t oil ADJACENT WATER BODY: NOTES: Sheet No' DO Designed By: KJM Scale: AS SHOWN GARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE 77397 COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE Drawn By: RBC Date: OCTOBER 2024 3 OF 6 FE S Ej 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No.24061 .000 NOTES: 1 . THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A). POINT ROAD 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. 4. SECTION A-A: INSTALL ±151 LF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM USING 25' LONG EPDXY COATED (COAT TOP 20' BOTH SIDES) NZ19 SHEETS. PROPOSED FACE N 39°19'11' E OF SHEETING SHALL BE INSTALLED APPROXIMATELY 8' LANDWARD OF THE FACE OF THE 100,00, EXISTING CONCRETE BULKHEAD. RE-USE EXISTING ON-SITE MATERIAL AS TOE PROTECTION STONE, EQUALING APPROXIMATELY ±27 CY (t60 TON) OVER ±175 SF, AND NEW ARMOR STONE WHERE NECESSARY (W=3 TON), EQUALING APPROXIMATELY f 160 CY CONC, r10N, (t245 TON) OVER ±600 SF. INSTALL 10' WIDE NON-TURF BUFFER CONSISTING OF A MON, STONE SPLASH APRON (W=400 LB, ±80 CY OVER t1 ,000 SF) AND AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA). APPROXIMATELY 155 CY OF CLEAN SAND FROM AN UPLAND SOURCE WILL BE USED AS BACKFILL. NO STONE OR FILL WILL BE I I PLACED BELOW SPRING HIGH TIDE LINE. THE EXISTING CONCRETE BULKHEAD WILL BE REMOVE AND LEGALLY DISPOSED OF AT A NYSDEC APPROVED UPLAND FACILITY. I ' 5. SECTION B-B: INSTALL APPROXIMATELY 80 CY (t105 TON) OF ARMOR STONE (W=3 / TON) OVER AN AREA OF APPROXIMATELY 300 SF. PLANT AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA) BEHIND STONE AS SLOPE PROTECTION. NO EXISTING VEGETATION IS TO BE DISTURBED DURING CONSTRUCTION. NO STONE OR FILL WILL BE OWNER: SUFFOLK COUNTY OWNER: JOSEPH MINETTI PLACED BELOW SPRING HIGH TIDE LINE. ADDRESS: N/A ADDRESS: 2500 POINT ROAD OWNER: SUFFOLK COUNTY 6. THE INDIVIDUAL STONES USED SHOULD RANGE FROM 0.75W TO 1 .25W WITH 75% OF ORIENT POINT, NY ORIENT POINT, NY ADDRESS: N/A THE STONES WEIGHING W OR MORE. SCTM #1000-015-09-006.001 i SCTM #1000-016-01-001 ' ORIENT POINT, NY 7. NO WORK SHALL BE PERFORMED ON THE ADJACENT PROPERTY WITHOUT WRITTEN I SCTM #1000-015--09-006.001 CONSENT FROM SUFFOLK COUNTY PARKS DEPARTMENT. APPROXIMATE LOCATION OF /X LEGEND: CESSPOOL. CONTRACTOR SHALL Iz � PROTECT AND EXERCISE CAUTION ..,_.. . .....,,. W. .. PROPOSED LAWN RESTORATION DURING ENTIRE PROJECT DURATION I ...... I WITH TOPSOIL AND HYDROSEED SO AS TO NOT DAMAGE THE TANK. I - CONTRACTOR SHALL.. RESTORE 10' WIDE NON-TURF BUFFER CONSISTING OF 2 LAYERS 3 - -" CONSTRUCTION ACCESS PATH IF DISTURBED DURING OF STONE SPLASH APRON (W=400 LB, ±80 CY) AND ® /' AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA) CONSTRUCTION G� " PROPOSED TOE PROTECTION STONE (RE-USE ON-SITE MATERIAL WHERE POSSIBLE, SEE NOTES 4 AND 5) Z I I (W=3 TON) APPROXIMATE SUFFOLK COUNTY TAX MAP LINES C� PROPOSED CONSTRUCTION ACCESS PATH LIMIT OF CLEARING AND Z I L GROUND DISTURBANCE (TYP.) PROPOSED AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA) PROPOSED TOPSOIL AND SEED E PROPOSED EPDXY COATED STEEL SHEETING WITH PROPOSED 10' WIDE NON-TURF BUFFER I n ANCHORAGE SYSTEM CONSISTING OF 2 LAYERS OF STONE SPLASH PROPOSED 12 WIDE APRON (W=400 LB, ±80 CY) AND AMERICAN CONSTRUCTION ACCESS PATH < BEACHGRASS (AMMOPHILA BREVILIGULATA) LIMIT OF CLEARING AND -® -- GROUND DISTURBANCE -48'-0"f APPROXIMATE LIMITS OF I �APPROXIMATE LIMITS OF ; I EXISTING VEGETATION APPROXIMATE LANDWARD LIMIT OF NATURAL EXISTING VEGETATION I I ''� PROTECTIVE FEATURE AREA (COASTAL EROSION HAZARD AREA CLASSIFICATION) BI/ I I �'-o Lr — — EXISTING ARMOR STONE EXISTING TOP OF SLOPE ® I �� I 25'-3"Jv EPDXY COATED APPROXIMATE LANDWARD LIMP OF Now ■� r , ®W STEEL SHEETING W/ NATURAL PROTECTIVE FEATURE: � W W w �, w w W ANCHORAGE SYSTEM AREA (COASTAL EROSION HAZARD 10 t MIN // W W W W w w w w W - EXISTING CONCRETE BULKHEAD LOCATION ® _ L\\\`\7, AREA CLASSIFICATION) � W W W W W W 15' 7"f � W � � ® � W y W W W W w W ' PREVIOUS EXISTING CONCRETE BULKHEAD -- = LOCATION AS PER SURVEY PERFORMED BY " .- ,20 -0„ 10'± MIN. ` PECONIC SURVEYORS IN FEB. OF 2022. ,I LIMITS OF ANCHORAGE SYSTEMV '-`__�` "� r 10' S.H.W. 115f EXISTING HOUSEcn =` =59� s 25 -3 t EPDXY COATED -0 f> .`• kw. `.r?`' %f — — r n n� �� J / M. ® 85f 11 -10f l � STEEL SHEETING W/ = " - r APPROXIMATE LOCATION OF CESSPOOL ANCHORAGE SYSTEM _ "i4 -9 f= - e 5 -0 t - _ _. L _ _ J PREVIOUS EXISTING CONCRETE RE INS [IF BULKHEAD LOCATION AS PER 100't EPDXY COATED STEEL — GRAPHIC SCALE U SURVEY PERFORMED BY PECONIC _ _ SHEETING W/ ANCHORAGE SYSTEM 15 0 15 30 SURVEYORS IN FEB. OF 2022. — — --- SEE TYPICAL SECTION ___ __ - -- --- --- M.L.W. _ -1.75f _ _-- / 7r-2sa ----- v SCALE IN FEET EXISTING ARMOR STONE TO BE __ --- RE-USED AS NECESSARY AS (TIF LINF� -- ,!� 30 0 30 60 TOE PROTECTION STONE — — -DF- WATER �_!`� 05-15-20�4 AT 11,GSAM � c� EDG �� _-- - PROPOSED AMERICAN BEACHGRASS OCT 2 3 2024 - B PROPOSED ±151 LF STEEL -� ___ _-- (AMMOPHILA BREVILIGULATA) ON SCALE IN FEET - — — — BULKHEAD W/ ANCHORAGE SYSTEM. ADJACENT PROPERTY (TYP.) FACE OF PROPOSED SHEETING DATE BY DESCRIPTION APPROV. BY SHALL BE INSTALLED f8' LANDWARD A � �— EXISTING STONE TO REMAIN. OF THE FACE OF THE EXISTING GAR D I N ERS BAY ®C7 ADJUST PLACEMENT AS NECESSARY. REVISIONS 0 CONCRETE BULKHEAD O (W=3 TON). SEE NOTE 5. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 0 PLAN- �� -- EXISTING CONCRETE BULKHEAD WITHIN THE PROPERTY LINES E OF 2500 POINT ROAD (SCTM #1000-016-01--001) TO BE POINT ROAD ORIENT POINT 0 ;:SCALE 1 "= 15' (22" x 34") APPROVED REMOVED AUPLAND ND AFACILILLY TY. I TH DISPOSED EXISTING STING CONCRETE 0 0 0 n ` :GALE 1 "=30' (1 1 f9 x 1 7") BULKHEAD OUTSIDE OF THESE LIMITS ON SUFFOLK COUNTY 0 o PARKS PROPERTY IS TO REMAIN IN PLACE. OF NEW GENERAL PLAN 3T � N A. F�CNo L. K. McLEAN ASSOCIATES, D.P.C. CD 0 r-^ i ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 CO- ADJACENT WATER BODY: NOTES: . } Designed By: KJM Scale: AS SHOWN Sheet No. o GARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE 3�� 44 Drawn B RBC Date: OCTOBER 2024 u COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. FESS10 .. y 4 OF 6 / _ . 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. �/ � �"- Approved By: RAS File No.24061 .000 NOTES: 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOID12A). 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. 4. SECTION A-A: INSTALL ±151 LF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM USING 25' LONG EPDXY COATED (COAT TOP 20' BOTH SIDES) NZ19 SHEETS. PROPOSED FACE OF SHEETING SHALL BE INSTALLED APPROXIMATELY 8' LANDWARD OF THE FACE OF THE EXISTING CONCRETE BULKHEAD. RE-USE EXISTING ON-SITE MATERIAL AS TOE PROTECTION STONE, EQUALING APPROXIMATELY ±27 CY (t60 TON) OVER ±175 SF, AND NEW ARMOR STONE WHERE NECESSARY (W=3 TON), EQUALING APPROXIMATELY ±160 CY (t245 TON) OVER ±600 SF. INSTALL 10' WIDE NON-TURF BUFFER CONSISTING OF A STONE SPLASH APRON (W=400 LB, ±80 CY OVER f1 ,000 SF) AND AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA). APPROXIMATELY 155 CY OF CLEAN SAND FROM AN UPLAND SOURCE WILL BE USED AS BACKFILL. NO STONE OR FILL WILL BE PLACED BELOW SPRING HIGH TIDE LINE. THE EXISTING CONCRETE BULKHEAD WILL BE REMOVE AND LEGALLY DISPOSED OF AT A NYSDEC APPROVED UPLAND FACILITY. 5. THE INDIVIDUAL STONES USED SHOULD RANGE FROM 0.75W TO 1.25W WITH 75% OF THE STONES WEIGHING W OR MORE. 6. ALL SOIL REQUIRED TO INSTALL PROPOSED TOE STONE SHALL BE RE-USED & PLACED ON TOP OF STONE AS BEACH NOURISHMENT (f90 CY). NO SUITABLE EXCAVATED MATERIAL SHALL LEAVE THE SITE. 83'-3"f TO HOUSE AS PER SURVEY PERFORMED BY PECONIC SURVEYORS IN FEB. OF 2022. 20 PROPOSED AMERICAN BEACHGRASS 74'-5"f (AMMOPHILA BREVILIGULATA) 18 48'-0"f TO HOUSE 25'_7"f BLACK ALUMINUM RAILING PLACE CLEAN SAND FROM EXCAVATION TO HOUSE LIMITS OF RESTORATION (42 HEIGHT) FOR INSTALLATION OF TOE PROTECTION STONE ON TOP OF STONE AS BEACH 16 I OWNER: JOSEPH MINETTI 10't PROPOSED TOP OF BULKHEAD NOURISHMENT (f90 CY) 2500 POINT ROAD MEET EXISTING SCTM #1000-016-01-001 NON-TURF BUFFER ELEVATION = ±12.50 I 14 i EX. EL. 12.54f 6"± VARIES 0' TO yi .m_.. 5'-1"f, SEE PLAN 12 PROPOSED 6" TOPSOIL 1 " ,� PREVIOUS EXISTING CONCRETE BULKHEAD ' EXISTING HOUSE , 3 -10 f 4 -10 f TO GARDINER S BAY 10 EL. 13.00f AND HYDROSEED 1 a 5'-1"f TOE STONE LOCATION AS PER SURVEY PERFORMED BY EXISTING GROUND ' PECONIC SURVEYORS IN FEB. OF 2022. BACKFILL WITH SUITABLE ON-SITE 8 MATERIAL FROM EXCAVATION FOR TOP OF EXISTING CONCRETE ANCHORAGE SYSTEM (f230 CY) _ BULKHEAD EL. VARIES t4.50 TO f8.50 EXISTING CONCRETE BULKHEAD WITHIN THE PROPERTY LINES ,� �, �... 6 6 X6 X1 Y4 A572 GRADE 50 - - - - - -- OF 2500 POINT ROAD (SCTM #1000-016-01-001) TO BE 14'-9"f GALV. STEEL TIE ROD BEARING PLATE ;.'::,. VARIES, REMOVED AND LEGALLY DISPOSED OF AT A NYSDEC ": ::SEE PLAN APPROVED UPLAND FACILITY. THE EXISTING CONCRETE 4 A572 GRADE 50 GALV. STEEL DOUBLE t EXISTING STONE TO BE BULKHEAD OUTSIDE OF THESE LIMITS ON SUFFOLK COUNTY CHANNEL WALER (2) C10X25 tj;:; .; 1'::;.I. I REMOVED AND REINSTALLED PROPERTY IS TO REMAIN IN PLACE. PLACE ±155 CY OF CLEAN SAND FROM A NYSDEC AS TOE STONE TYP. APPROVED UPLAND SOURCE AS BACKFILL. I I ,y` S.H.W. EL. 1.15f I { ► - M.H.W. EL. 0.85t 0 1-%"0 F1554 GRADE 55 ALL-THREAD BAR & CONNECTIONS 09.19' O.C. AS 18'-0"f I I EXISTING GROUND MANUFACTURED BY WILLIAMS FORM ,, 6'-0'f i I I EL. VARIES f 1.36 TO f3.05 - - - __ _ -2 ENGINEERING OR APPROVED EQUAL ,/ TOE STONE -- 2 LAYERS OF TOE STONE. RE-USE EXISTING 10' LONG NON-CONTINUOUS STEEL VARIES 7'-11"t TO STONE ON-SITE WHERE POSSIBLE SHEETING NZ19 A572 GRADE 60 ­.- VARIES SEE PLAN (W=3 TONS). SEE NOTE 5. OR APPROVED EQUAL (UNCOATED) VARIES 8'-7"f TO 13'-4"f, SEE PLAN PROPOSED 12" THICK PROPOSED 12" THICK LAYER LAYER BEDDING STONE OF BEDDING STONE, LIMITS OF UNCLASSIFIED (W=600 LBS) W=40 LBS EXCAVATION (TYP.). SEE NOTE 6. 2 LAYERS OF STONE SPLASH (f90 CY) PROPOSED GEOTEXTILE APRON, W=400 LBS FILTER FABRIC O A572 GRADE 50 GALV. STEEL DOUBLE 3"0 S.S. WEEPHOLE @ 9.19' CHANNEL WALER (2) C10X25 O.C. AS MANUFACTURED BY Cn JET FILTER SYSTEM LLC OR FACE OF PROPOSED STEEL SHEETING SHALL BE 6 X2"X6 Xz"X 1 Y4" A572 GRADE 50 APPROVED EQUAL INSTALLED APPROXIMATELY 8' LANDWARD OF THE FACE OF THE EXISTING CONCRETE BULKHEAD. Q GALV. STEEL TIE ROD BEARING PLATE 25' LONG EPDXY COATED STEEL NZ19 STEEL SHEETING A572 GRADE 60 OR APPROVED EQUAL. TOP 20' OF SHEETING ° SECTION A — A TO BE COATED WITH EPDXY (BOTH SIDES) 0 STEEL BULKHEAD TOE STONE AND- 10 ' NON - TURF BUFFER O i SCALE 1 "=4' (22"X34") o SCALE 1 "=8' (1 1 "X 17") U O iZ DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD o '1 SUFFOLK COUNTY, NEW YORK OCT 2 3 2024 E POINT ROAD, ORIENT POINT o 'o of TYPICAL SECTIONS - 1 0 0o OF NEw � N 0 A. 7Fr0 N o ,� L. K. McLEAN ASSOCIATES, D.P.C. 0 0 ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 N CD ADJACENT WATER BODY: NOTES:00 Designed By: KJM scale: AS SHOWN sheet No. o GARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE 77397 U F N COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. �,�?/' Drawn By: RBC Date: OCTOBER 2024 5 OF 6 o / "��FESSIO� 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. __. Approved By: RAS File No.24061 .000 NOTES: 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A). 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. 4. SECTION B-B: INSTALL APPROXIMATELY 80 CY (t105 TON) OF ARMOR STONE (W=3 TON) OVER AN AREA OF APPROXIMATELY 300 SF. PLANT AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA) BEHIND STONE AS SLOPE PROTECTION. NO EXISTING VEGETATION IS TO BE DISTURBED DURING CONSTRUCTION. NO STONE OR FILL WILL BE PLACED BELOW SPRING HIGH TIDE LINE. 5. THE INDIVIDUAL STONES USED SHOULD RANGE FROM 0.75W TO 1.25W WITH 75% OF THE STONES WEIGHING W OR MORE. 6. ALL SOIL REQUIRED TO INSTALL PROPOSED TOE STONE SHALL BE RE-USED & PLACED ON TOP OF STONE OR USED AS REQUIRED AS FILL. NO SUITABLE EXCAVATED MATERIAL SHALL LEAVE THE SITE. 7. NO WORK SHALL BE PERFORMED ON THE ADJACENT PROPERTY WITHOUT WRITTEN CONSENT FROM SUFFOLK COUNTY PARKS DEPARTMENT. 18 OWNER: SUFFOLK COUNTY 16 VARIES, SEE PLAN SCTM #1000-015-09-006.001 14 EX. EL. 12.42t EXISTING ARMOR STONE TO REMAIN AS - — - ADDITIONAL PROTECTION. ADJUST AS NECESSARY 12 �— - u FOR PLACEMENT OF NEW ARMOR STONE. PROPOSED AMERICAN BEACHGRASS (AMMOPHILA BREVILIGULATA) J EXISTING CONCRETE BULKHEAD 10 TO REMAIN IN PLACE BACKFILL WITH SUITABLE - 8 ON—SITE MATERIAL 4 EXISTING GROUND 6 2 LAYERS OF ARMOR I I STONE (W=3 TONS) ° 4 SEE NOTE 5. ° f f £ PROPOSED 12" THICK 1 2 LAYER BEDDING STONE ! __ (W=600 LBS) 0 _ __ - PROPOSED GEOTEXTILE --- FILTER FABRIC -- -2 —4 —6 Cn 0 0 SECTION B - B U ADJACENT PROPERTY ARMOR STONE SCALE 1 "=4' (22"X34") SCALE 1 "=8' (1 1 "X 17") 0 4_ C O U C� O U / C O DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD OCT 2 2024 O SUFFOLK COUNTY, NEW YORK CY POINT ROAD, ORIENT POINT O O c�j n 0 TYPICAL SECTIONS - 2 N A NSW y0. NO rF�l�� , L. K. McLEAN ASSOCIATES, D.P.C. 00 r ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 W l ADJACENT WATER BODY: NOTES: Sheet No. 00 y Designed By: KJM Scale: AS SHOWN O GARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE F` 97 c, / <c�,�' Drawn By: RBC Date: OCTOBER 2024 o j COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. ESSIO�a,' 6 OF 6 a 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. --- Approved By: RAS File No.24061 .000 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Tuesday, October 8, 2024 9:25 AM To: 'Richard Caruso' Cc: Keith Masseria Subject: RE: 2500 Point Road Orient Site Visit Good morning, If you request this application to be postponed from October's public hearings it is recommended you open/discuss this application during the November 13th public hearing date (Nov. 6th field inspections), or your application may be considered withdrawn and you will have to fully re-apply including application fees. This is per Town Code Ch. 275-8G. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 -----Original Message----- From: Richard Caruso<Rcaruso@lkma.com> Sent: Friday, October 4, 2024 2:58 PM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Cc: Keith Masseria <kmasseria@lkma.com> Subject: [SPAM] - Re: 2500 Point Road Orient Site Visit Good afternoon Elizabeth, Unfortunately we are going to have to request that we postpone the board meeting until next month. Based on our previous discussion, that would indicate we need to re-post notices, etc. Can you please provide us with the dates for the meeting and site visit next month, as well as new notices that we can post ? Thank you, have a great weekend. Rich >On Sep 6, 2024, at 3:10 PM, Cantrell, Elizabeth <elizabethc@town.southold.ny.us>wrote: >Thank you very much. > Have a nice weekend! > Elizabeth Cantrell >Administrative Assistant >Town of Southold > Board of Trustees > Phone: (631) 765-1892 > Fax: (631) 765-6641 >-----Original Message----- • From: Richard Caruso<Rcaruso@lkma.com> >Sent: Friday, September 6, 2024 1:46 PM >To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> >Subject: [SPAM] - RE: 2500 Point Road Orient Site Visit > Understood, thank you for the clarification. We will have hard copies of the plans and project description delivered by no later than the third as requested. > Best, > Rich >-----Original Message----- > From: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> >Sent: Friday, September 6, 2024 1:04 PM >To: Richard Caruso<Rcaruso@lkma.com> >Subject: RE: 2500 Point Road Orient Site Visit > Field inspections are on October 8th and the public hearing is on October 16th. The Board public hearings are always on a Wednesday unless a natural event prevents us from having it on the scheduled date. The field inspection dates tend to move around. > Elizabeth Cantrell >Administrative Assistant >Town of Southold > Board of Trustees > Phone: (631) 765-1892 > Fax: (631) 765-6641 >-----Original Message----- • From: Richard Caruso<Rcaruso@lkma.com> >Sent: Friday, September 6, 2024 12:32 PM >To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> > Cc: Bob Steele<rsteele@ikma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson,Thomas <thomash@southoldtownny.gov>; Keith Masseria <kmasseria@lkma.com> >Subject: [SPAM] - RE: 2500 Point Road Orient Site Visit > Elizabeth, >Great, thank you. > Lastly, if the field inspection is Tuesday, October 8th, is the Board Meeting set for the following Tuesday, October 15th, or is it scheduled for the following Wednesday, October 16th ? >We appreciate all of your assistance throughout this process. > Rich >-----Original Message----- > From: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> >Sent: Friday, September 6, 2024 12:12 PM >To: Richard Caruso<Rcaruso@lkma.com> 2 >Cc: Bob Steele<rsteele@lkma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson,Thomas <thomash@southoldtownny.gov>; Keith Masseria<kmasseria@lkma.com> >Subject: RE: 2500 Point Road Orient Site Visit > Mr. Caruso, > Postponing this application to October is no problem. It will be pulled from September and added to our October agenda. > If like you said the changes are minor then please send two complete and stamped revised sets of plans along with a revised written project description so that I can update the agenda description for the Board/public. I would ask the revisions be submitted no later than Thursday, October 3rd for the October 8th field inspections. >Sincerely, > Elizabeth Cantrell >Administrative Assistant >Town of Southold > Board of Trustees > Phone: (631) 765-1892 > Fax: (631) 765-6641 >-----Original Message----- • From: Richard Caruso<Rcaruso@lkma.com> >Sent: Friday, September 6, 2024 9:55 AM >To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> >Cc: Bob Steele<rsteele@lkma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson,Thomas <thomash@southoldtownny.gov>; Keith Masseria <kmasseria@lkma.com> >Subject: [SPAM] - RE: 2500 Point Road Orient Site Visit > Elizabeth, >We think it would be best to postpone to the October. Could we please arrange for this ? >Additionally, the plans were revised to adhere to DEC and County requirements, which entails the wrapping of the stone around the bulkhead.The bulkhead was also shifted landward slightly, and thus we will ensure the new, proposed face is staked out. There were no significant revisions such as the bulkhead changing to a rock revetment. We will submit stamped plans as soon as possible to ensure we are able to be on the October agendas. >Thank you, > Rich >-----Original Message----- • From: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> >Sent: Friday, September 6, 2024 8:58 AM >To: Richard Caruso<Rcaruso@lkma.com> >Cc: Bob Steele<rsteele@lkma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson,Thomas <tho mash @southoldtownny.gov>; Keith Masseria<kmasseria@lkma.com> >Subject: RE: 2500 Point Road Orient Site Visit > I forgot to mention something in my original response about noticing. If this project gets a significant revision (e.g. bulkhead changed to rock revetment),you will have to re-notice the project. If there are significant revisions please 3 submit that information sooner than later to ensure the application makes it onto the October agendas. Also, if this gets tabled to November at that point you will have to re-notice at that time given the length of time that has lapsed from the original July public hearing date the application was to be heard on. > Elizabeth Cantrell >Administrative Assistant >Town of Southold > Board of Trustees > Phone: (631) 765-1892 > Fax: (631) 765-6641 >-----Original Message----- * From: Richard Caruso<Rcaruso@lkma.com> >Sent: Friday, September 6, 2024 8:15 AM >To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> > Cc: Bob Steele<rsteele@lkma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson,Thomas <thomash@southoldtownny.gov>; Keith Masseria <kmasseria@Ikma.com> >Subject: [SPAM] - RE: 2500 Point Road Orient Site Visit >Good morning Elizabeth, >Thank you for the information. We are possibly looking to postpone the re-inspection/ board meeting to next month. Can you please provide us with the date of the inspection and board meeting for October? From there we will let you know whether we would like to request postponement. > Best, > Rich >-----Original Message----- • From: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> >Sent:Thursday, September 5, 2024 3:18 PM >To: Richard Caruso <Rcaruso@lkma.com> >Cc: Bob Steele <rsteele@lkma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson,Thomas <thomash@southoldtownny.gov>; Keith Masseria <kmasseria@lkma.com> >Subject: RE: 2500 Point Road Orient Site Visit > Good afternoon, > Regarding the noticing/posting you had submitted the completed paperwork for that back on July 15, 2024. You do not need to re-notice this project at this time. If this project is tabled for more than four months you would need to re- notice. If you have changed the current proposed project plans/written description you must submit two stamped sets of revised plans and a revised written project description as soon as possible. If the proposed structure has changed in location it would be advisable to stake out the revised as the Board may want to re-inspect the project on Wednesday, September 11th. > Elizabeth Cantrell >Administrative Assistant >Town of Southold > Board of Trustees > Phone: (631) 765-1892 > Fax: (631) 765-6641 4 >-----Original Message----- > From: Richard Caruso<Rcaruso@lkma.com> >Sent: Thursday,September 5, 2024 1:36 PM >To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> >Cc: Bob Steele<rsteele@lkma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson, Thomas <thomash@southoldtownny.gov>; Keith Masseria <kmasseria@lkma.com> >Subject: [SPAM] - RE: 2500 Point Road Orient Site Visit >Good morning Elizabeth, >Can you please confirm the deadlines for postings/notice to adjacent property owners as we approach the field date inspection of September 11? >To our understanding, we require the Notice posted by 9/11/2024 (7 days prior to 9/18/2024 board meeting), and we would also have to have sent the Notice to Adjacent Property Owners by 9/11 as well. We will then have the original affidavit of posting, proof of mailing form, and certified mail receipts dropped off/delivered prior to the 9/18/2024 board meeting. > Please confirm the above dates and provide updated postings that we can provide the homeowner with. >Thank you, > Rich >-----Original Message----- • From: Keith Masseria <kmasseria@lkma.com> >Sent: Thursday,August 1, 2024 4:22 PM >To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> >Cc: Bob Steele<rsteele@lkma.com>;Joe Minetti<joeminetti@gmail.com>; Richard Caruso<Rcaruso@lkma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson,Thomas<thom ash @southoldtownny.gov> >Subject: RE: 2500 Point Road Orient Site Visit >Thanks Elizabeth. >-----Original Message----- • From: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> >Sent: Thursday,August 1, 2024 10:19 AM >To: Keith Masseria <kmasseria@lkma.com> >Cc: Bob Steele<rsteele@lkma.com>;Joe Minetti <joeminetti@gmail.com>; Richard Caruso<Rcaruso@lkma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson,Thomas<thomash@southoldtownny.gov> >Subject: RE: 2500 Point Road Orient Site Visit > Good Morning, > I understand and will postpone this application to September. The September dates are for the field inspection Wednesday, September 11th sometime in the morning, and for the public hearing it is scheduled for Wednesday, September 18th which begins at 5:30PM in the Southold Town Hall Meeting Hall. > Elizabeth Cantrell >Administrative Assistant >Town of Southold 5 > Board of Trustees > Phone: (631) 765-1892 > Fax: (631) 765-6641 >-----Original Message----- > From: Keith Masseria <kmasseria@lkma.com> >Sent: Wednesday,July 31, 2024 6:05 PM >To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> > Cc: Bob Steele <rsteele@lkma.com>;Joe Minetti <joeminetti@gmail.com>; Richard Caruso<Rcaruso@lkma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson, Thomas<thomash@southoldtownny.gov> >Subject: Re: 2500 Point Road Orient Site Visit >Good afternoon Elizabeth, >We would like to hold off and go for the September walk through and board meeting. Hopefully by then we will have NYSDEC and Suffolk county parks approval. Can you please confirm the dates and times? >Thanks, >-Keith >>On Jul 25, 2024, at 8:10 AM, Cantrell, Elizabeth <elizabethc@town.southold.ny.us>wrote: >>Good Morning, >> Unfortunately this is the only day/time range for the month. The Board only performs site inspections once a month. As like last meeting at the site it would be some time in the morning. If you cannot make the August 7th inspection date it would have to wait until the September 11th field inspection date. Let me know how you would like to proceed when you can. >>Sincerely, >> Elizabeth Cantrell >>Administrative Assistant >>Town of Southold >> Board of Trustees >> Phone: (631) 765-1892 >> Fax: (631) 765-6641 >> -----Original Message----- >> From: Keith Masseria <kmasseria@lkma.com> >>Sent: Wednesday,July 24, 2024 5:59 PM >>To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> >> Cc: Bob Steele<rsteele@lkma.com>;Joe Minetti <joeminetti@gmail.com>; Richard Caruso<Rcaruso@lkma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson,Thomas<thomash@southoldtownny.gov> >>Subject: Re: 2500 Point Road Orient Site Visit >> Elizabeth, >> Is there any flexibility on the site visit date? >> -Keith 6 >>On Jul 17, 2024, at 2:35 PM, Cantrell, Elizabeth<elizabethc@town.southold.ny.us>wrote: >>Good afternoon, >> No problem. The application will be postponed from tonight's agenda. Our next meeting is scheduled for Wednesday, August 14, 2024 with a field inspection on Wednesday, August 7th. If this date nears and you are still not ready to hold our public hearing please just let me know to postpone to September no later than the morning of the August meeting. >>Thank you. >> Elizabeth Cantrell >>Administrative Assistant >>Town of Southold >> Board of Trustees >> Phone: (631) 765-1892 >> Fax: (631) 765-6641 >> From: Bob Steele<rsteele@Ikma.com> >>Sent: Wednesday,July 17, 2024 1:52 PM >>To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> >>Cc:Joe Minetti <joeminetti@gmail.com>; Keith Masseria <kmasseria@lkma.com>; Richard Caruso <Rcaruso@lkma.com>; Chris Dwyer<cdwyer@lkma.com>; Hobson, Thomas<thomash@southoldtownny.gov> >>Subject: RE: 2500 Point Road Orient Site Visit >>Good afternoon Elizabeth, >> Based on the recent comments from the DEC on our permit application, we would like to postpone the hearing on this project so that we can resubmit a revised plan for consideration that meets DEC's requirements. Please let us know the rescheduled date for the next hearing once you know. >>We will be sending in revised plans within the next week. >> Please confirm that you have received this email. >>Thank you >> Robert Steele, PE I President & CEO >> L.K. McLean Associates Engineering & Surveying, D.P.C. >>437 South Country Road >> Brookhaven, NY 11719 >>t (631) 286-8668 >><image001.png> >>WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. >>WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. >WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. >WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. >WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. >WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. >WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. >WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. 8 Cantrell, Elizabeth From: Bob Steele <rsteele@lkma.com> Sent: Wednesday, July 17, 2024 1:52 PM To: Cantrell, Elizabeth Cc: Joe Minetti; Keith Masseria; Richard Caruso; Chris Dwyer; Hobson, Thomas Subject: RE: 2500 Point Road Orient Site Visit Good afternoon Elizabeth, Based on the recent comments from the DEC on our permit application, we would like to postpone the hearing on this project so that we can resubmit a revised plan for consideration that meets DEC's requirements. Please let us know the rescheduled date for the next hearing once you know. We will be sending in revised plans within the next week. Please confirm that you have received this email. Thank you Robert Steele, PE I President &CEO L.K. McLean Associates Engineering& Surveying, D.P.C. LUMA 1 Cantrell, Elizabeth From: Richard Caruso <Rcaruso@lkma.com> Sent: Tuesday,July 16, 2024 2:30 PM To: Cantrell, Elizabeth Cc: Keith Masseria; Bob Steele Subject: 2500 Point Road Attachments: Minetti RFAI 1-4738-04678-3.pdf, 2500 Point Road Orientjpg Good afternoon Elizabeth, We have just received a request for additional information from the DEC for the 2500 Point Road Bulkhead project. Some of the comments align with the recommendations made by the Trustees; however,there is a conflicting request to reduce the size of the stone in front of the bulkhead as it was deemed "excessive". Please see attached notice and aerial photo. We will be in attendance at the meeting tomorrow to discuss the project. Thank you, Rich Richard Caruso, E.I.T., M.C.E. I Junior Engineer L.Y. McLean Associates Engineering&Surveying, DPC 433-, South Counti-y Road I Brookhaven NY i 11 T 19 t (631) 286-8668 (ext, 273) e rcaruso cylkma.cotn LIURA ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 New York State Department of Environmental Conservation Division of Environmental Permits NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd rl Stony Brook NY 11790 R L� I W El (631) 444-0358 ' JUL 1 6 2024 7/16/2024 Southold'Town Board of trustees Request for Additional Information RE: DEC ID# 1-4738-04678/00003 MINETTIPROPERTY LK MCLEAN ASSOCIATES PC 437 S COUNTRY RD BROOKHAVEN,NY 11719 Dear Applicant: On 6/24/2024 your application was determined to be complete. However, subsequent technical review of your application shows the following information is required to make findings and determinations required by the Environmental Conservation Law: • DEC does not object to the necessity of a steel bulkhead at this location, however, we request revisions to the plans. The new bulkhead and associated rock must be placed landward of the current concrete wall. The plans have it extending seaward in some areas. ■ Please revise the cross section to show/label the existing concrete wall. • DEC objects to the current proposed location and requests the entire proposed bulkhead and stone be moved landward. The stones in front will be especially vulnerable to escarpment and likely dislodge, which will destabilize the bulkhead. DEC has a strong concern for wave reflection and not just for the integrity of the structure, but the longevity. Included with this request is an aerial photo showing the preferred placement of the bulkhead (darker blue solid line),the toe stone (lighter blue outlined polygons), as well as the polygons on the side where we recommend wrapping toe stone. • The scope of the proposed toe stone must be reduced as it is excessive in front of the steel wall. DEC often recommends stone to be no more than 6' in width and 5-6' in height. Therefore, please revise the plans by reducing the width of the stone to a maximum of 6 feet and provide the proposed stone size and total tons. • The remaining toe stone should be reconsidered to be placed around the returns and adjacent property essentially"wrapping"the property lines. This will likely require County permission, but is essential to not causing further erosion to the adjacent properties while also protecting the returns. Please provide written permission from the County. • The 10'non-turf buffer will assist in the reduction of any top down run off, and your client should not be watering or mowing to the edge. • Please provide specifics on your suggestion to breaking up the concrete blocks. What are the methods and materials for that proposed process? DEC would not be in favor of the concrete being broken up on the beach. Please submit two (2)copies of all requested items to my attention. Thank you. Pursuant to 6NYCRR621.14(b)this information must be provided by 7/15/2025. Failure to provide this information by the date specified in this request may be grounds for denial of your application. If you have questions or need more time to provide this information, please contact me at the address above. Sincerely, Ml A tali R E K[ Division of Environmental Permits 10 L� V E rr') JUL 1 6 2C�4 Southold-reirrn Board of Trustc�5 e a A • FF y i•ak r f r` 1 AA r � � f � /A .t��.4 - -i 1 crz' Glenn Goldsmith, President Town Hall Annex 54375 Route 25 A.Nicholas Krupski, Vice President " �°,r Eric Sepenoski �, P.O. Box 1179 Liz Gillooly ��� �R� Southold,NY 11971 Elizabeth Peeples ov Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by- L.K. McLean sociates on behalf of JOHEPH MINETTI requests a Wetland Permit and a Coastal Erosion Permit to install a steel bulkhead and two returns with anchorage system; re-use existing stone on-site as toe stone and install new stone; excavate an area for toe stone installation; and to install and perpetually maintain a 10' wide non-turf buffer consisting of a stone splash apron and plantings. Located: 2500 Point Road, Orient. SCTM# 1000-16-1-1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland "Sound Bay 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/Conditions/Etc.: hi Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples 25 a,0 ,PDlf,'T .ROAD Ox 'IE�11-T , E A f/ fo�.,l �,IEyly lfr�,,l a`i!)�'S��rl,„f.�r��r - OF T �I SS S Fr �¢ ,+ ;r: 0iU"',,:'r;�;,��1 ,, �;.:. , { ; i' 110i0i0-.1'6-01'--01 SCALE"ll"p 30' NV FLOOD ,ZONE. LINE , J, NA,.Y 29, ,201,3 . _.._.. FEBRUA'RY-49„ :201'9 _. AEBR 4"iRZY'(08. 2022`{(REPAIRED' .SEA', -WAL1L)' ,;NORrHEAs'TERLIY;rTERII�IINUS ',ZONE`,X _' (OF.-1'5' EA'SEMEN,T ! o 'A OG ty N• 6�9t ,� i .SOU>THWEWERLtiY .7ERMINU5 %L �. =e, ewer . - - - ` �_ �9 NIP AN rr! � IFLAG Xw`i 1 cG� / ti �•`1 Cxv R / ,P..QLIE'.• 'ROCK'ARMOR" IV `Jai loll ik D 4 2024 'KEY. Sojiuofd ,REB �C}r�€' C;'.�XL1SfE'GS' oo—J R `WELaL °� ' I IIF ` = TE5T iHOLrE j.,Nurta PIPE iT."O.S. = .TOP OF SL,OPE4 ' 4: -- 'dINETLA'ND :FLAG. f� g = TOP` ,OF WALL, r ?r,o,:w. i AREA;=� 1-9,*864'.DSO., FT `%tia,{oar :'FLf00D''ZON'ES IFROM',FIRM; 'NIO: r3$�1,03C.0066H.SEP,,T, 25,,.•2009 ;ELEVA, TIONS',A'ND ,CON"TOURS;ARE REFERENCED' FP0 INAW. "'88 �� ' r !� r �� rN:�Y:.:S L''lC %N0. r496.18 i s .A`NY AL.TERA`FION 40R-ADDI�F0 :TQ. `•THIS S96WYIIS'A 'IWOL•AT,ION',. " (PECOWIC ' S.RIIEYORS, P.C.� i ,bF:SECTION :72090F iWHE''NEW NORK.SI WE'°EDUCA',770N'l,*W.' ,`'t634�. ,765-5020 FA.'X '''63.1' 765—`179.T I EXCEPiT;AS,'PER',IECi7lON' ,7209-SUBDI+VISION',2. ;A'L'L (CER+TIFICA,GTI.ONS. r. ', ( > WEREON'.'A'RE SVALrID'rFOR' THIS.MAP •AND ;COPIES f7HEREOF ON'L"Y'IF , '1Pa0: ,BOX 909 _•' SAID,IdAP'4OR;COP;IES SEAR' -i*,E IMPRESSES 'SEA`L iOF ZHE'SURjVEYOR t�23O `TRi4'f_` �L�ER: ;Sr EET'G ,•q; _ ,i 'WHOSE•'SIGNA.TURE F PPEARS.W WON; r ( 13 109 SOUrTHOLD, 41Y :1;T971 INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS PLAN SOIL BORING PLAN 103 /31 .y 80 4 GENERAL PLAN /38 0y M i w /p8 `� �yF G ro 5 TYPICAL SECTIONS 100 99 7/ 93 60 100 't /05 58 � 8 I 74 ?,eel / 36 Q0�1 /4 22; 88 63 $/ 53 Orient Pt 17 GENERAL NOTES et ' Lighthouse "ja4 1. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED FROM THE ADJACENT AREA (UPLAND) AND REMOVED TO AN APPROVED UPLAND AREA FOR 65 17 * 2 DISPOSAL. NO DEBRIS IS PERMITTED IN TIDAL WETLANDS AND OR PROTECTED BUFFER AREAS. I �/ 26 r 2. THERE SHALL BE NO DISTURBANCE TO VEGETATED TIDAL WETLANDS OR PROTECTED BUFFER AREAS AS A } a; orient /6 RESULT OF THE PERMITTED ACTIVITY. t • •� z PO , 20 ' 3. THE STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE CONFINED TO THE UPLAND AREA ♦ + •!9,`i;ti`� • •SQjINAVIE$ . � D t � LANDWARD OF THE BULKHEAD. ♦ • • • �• i ORIENT POINT ; ♦ + ' �0 • eN'OR;H SEADRrT : • • t O 4. ALL DISTURBED AREAS WHERE SOIL WILL BE TEMPORARILY EXPOSED OR STOCKPILED FOR LONGER THAN ,k nroRrN • ° • o O'A , m COUNTY PARK ' ,22 ONE (1) WEEK SHALL BE CONTAINED BY A CONTINUOUS LINE OF STAKED HAY BALES/SILT CURTAIN (OR ♦♦ sFa DR •s 7- OTHER NYSDEC APPROVED METHOD) PLACED ON THE SEAWARD SIDE BETWEEN THE FILL AND WETLAND o4 •� OR PROTECTED BUFFER AREA. TARPS ARE AUTHORIZED TO SUPPLEMENT THESE APPROVED METHODS. ��. • apt Z . �'� FE¢' 5. GROUNDWATER/TIDAL WATER ELEVATIONS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED BY THE �.� • m •• o uNL P�e • o ? � ' • t 2 CONTRACTOR. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING REGARDLESS OF THE ELEVATION p• `• z� a „�Ew d AT THE TIME OF CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY NECESSARY PERMITS43 REQUIRED TO PERFORM DEWATERING. ��• • , PP�A 25 �' 838Q, Q o /5 • ` ,� Cem ° 25 Orient a '• . • • •: arina PROJECT LOCATION •�,E� Point%/4. •' �0 Wof o • STArF-ALU-_ 25 25 30 TIDAL- m > 4/ WE'IT.A.DS /4. • • ` Q - 4 9 Terry tt' o��. ��� �C,, 10 Cem o • oR1EN BEAC14 STATE PARK LOCATION MAP � JUN 1 2 "��� 3 l`.z 1000 0 1000 2000 v 5mm v mT� SCALE 1" = 1000 FT L 1 O U co rn c 'tF 0 F �`+ P r ti, A. S G � I , L o PREPARED AND ^''_d `� '� �► RECOMMEND D Y: E � w i! IIffA o `rFO� 07 7397 ���`. 20- Ek ia nkA Vi%,0 wommm. OVON ft OT r m Lt"%x A 9PL1 m"j-M '� I "E� N T P I N T 1 x SI.2: O�?i DATE.. 6 /0 /A. / SUFFOLK C O U N TY o RO RT STEELE, P.E. — NYSPE Lic. No. 077397 L. K. MCLEAN ASSOCIATES , D. P.C. ORIENT, NY - L 437 SOUTH COUNTRY RD. BROOKHAVEN, NY 11719 I J U N 1 P 202 o Q� € G .O 1 0- JUNE 2024 00 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS I Ln ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS N N AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER 0 o THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE 0 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER c� (0 MUS1f SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF 00 THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION j (NYS ED. LAW SECTION 7209-2). a LKMA PROJECT NO. 24061 .000 t ^ 1 r �1e OWNER: SUFFOLK COUNTY • 4y, :m a �t i ADDRESS. N/A N ORIENT POINT, NY .; ^ r SCTM #1000-015-09-006.001 a a • .r gg a , r . nr r . r. . < or MIA Ak 'OWNER: JOSEPH MIN I PHOTO N0. 1 PHOTO N0. 2 ETT . ADDRESS: 2500 POINT ROAD . r; , 71 ORIENT POINT, NY ��� � SCTM #1000-016-01 -001 r J yti- a S' 3 � r � , , r , �a , ' ....- qy��,,, 1C r w " PHOTO NO. 3 PHOTO N0. 4 Ao 4� w, V i ' r GARDINERS BAYa a PHOTO NO. 5 PHOTO NO. 6 , t: x v" i X F �S 8 , , , 0 k', v r `i �a n , k N[�-. �l ✓.tom, ,-M` PLAN rn SCALE 1 "=20' (22" x 34") PHOTO N0. 7 PHOTO N0. 8 LEGEND SCALE 1 "=40' (1 1 " X 1 7") DATE EY DESCRIPTION APPROV. BY ' GRAPHIC SCALE REVISIONS DESCRIPTIONSYMBOL 20 0 20 40 TOWN OF SOUTHOLD PHOTOGRAPH LOCATION WITH DIRECTION SCALE IN FEET I SUFFOLK COUNTY, NEW YO R K E Ilk TAKEN AND PHOTO ID i I I 4o c 4o so POINT ROAD, ORIENT POINT APPROXIMATE SUFFOLK COUNTY o TAX MAP LINES J U N 1 P 2024 SCALE IN FEET EXISTING CONDITIONS PLAN i CD SUFFOLK COUNTY TAX MAP SCTM 100-183-01-85 � N W yo(DISTRICT—SECTION—BLOCK—LOT) Board of-r,-ustees �� �`��` A' FF` � ` L. K. MCLEAN ASSOCIATES D.P.C. CD 0 Q ! ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 ADJACENT WATER BODY: NOTES: sheet No. c9 Designed By: KJM scale: AS SHOWN C 0 GARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE 9 `t COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. 397 \�`' " Drawn By: RBC Date: JUNE 2024 `� 0 SS,Qr�P 2 OF 5 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. — Approved By: RAS File No.24061 .000 NOTES: 1 . PAVEMENT CORING/SOIL BORING LOCATIONS ON PLAN ARE APPROXIMATE. 2. GROUNDWATER ELEVATIONS SHOWN ARE SUBJECT TO VARY. � t P lY� } ITA' � a 4 q v Unified Soil µ Depth Blows Per Classification TB # u d f (6") Inches N- Value Soil Sample Description and NYC BC k B-1 :a Class ` � r Loamy Topsoil, Brown Fine Sand w/Trace of Silt 0 - 2 FEET BLG 4-5-5-4 Misc. N/A Sample 1 2 — 4 FEET BLG 3-3-5-8 SM 8 Brown Fine Sand w/ Some Silt Sample 2 4 - 6 FEET BLG 7-11-11-11 SP 22 Brown Fine Sand w/Trace Silt Sample 3 6 - 8 FEET BLG 11-11-1113 SP 22 Brown Fine Sand w/Trace Silt and Some Gravel Sample 4 8-10 FEET BL+G 8-7-9-14 SP 16 Brown Fine Sand w/ Gravel Sample 5 4 ' g, 15-17 FEET BLG 14-20-10-6 SP 30 Brown Fine Sand Sample 6 ° 20-22 FEET BLG 10-7-5-5 SP 12 Brown Fine Sand wl Trace of Silt Sample 7 s- * 25-27 FEET BLG 4-7-7-9 SP 14 Brown Fine Sand & Gravel Sample 8 30-32 FEET BLG 7-4-5-4 SP 9 Brown Fine Sand Sample 9 DEPTH OF GROUNDWATER = 12.7' , o s v i 1 �'j 5, II CARDINERS BAY b rs LEGEND: © DATE BY DESCRIPTION APPROV. BY SOIL BORING LOCATION _PLAN GRAPHIC SCALE B-1 REVISIONS . � ,� 20 0 20 40 � � , ; TOWN OF SOUTHOLD SCALE 1 =20 (22 x 34 ) o SCALE 1 "=40' 11 " x 17" SCALE IN FEET {� -, � , � ;�, �� �; I�� ;; SUFFOLK COUNTY, NEW YORK CL ; It POINT ROAD, ORIENT POINT 40 0 40 80 ! l i JU N 1 2 2024 ' o L; SCALE Its! FEET - �r } SOIL BORING PLAN rd of Tri.ssfees � FRS A SrF`r^�� L. K. MCLEAN ASSOCIATES, D.P.C. C p ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 ADJACENT WATER BODY: NOTES: r'`' Desi ned s : KJM Scale: AS SHOWN Sheet No. o GARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE eF 9 y COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. h� P: Drawn By: RBC Date: JUNE 2024 3 OF 5 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No.24061 .000 NOTES: 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). POINT ROAD 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A). 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. ' 4. SECTION A-A: INSTALL ±151 LF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM N 39'1 E USING 25' LONG EPDXY COATED (COAT TOP 20' BOTH SIDES) NZ19 SHEETS. 100,00' PROPOSED FACE OF SHEETING SHALL BE INSTALLED APPROXIMATELY 3' TO 8' LANDWARD OF THE FACE OF THE EXISTING CONCRETE BULKHEAD. RE-USE EXISTING ON-SITE MATERIAL AS TOE PROTECTION STONE, EQUALING APPROXIMATELY ±27 CY 2 CL7,V (t60 TON) OVER ±175 SF, AND NEW ARMOR STONE WHERE NECESSARY W=1.5 CONC• MrL�:V, TON), EQUALING APPROXIMATELY ±104 CY (f230 TON) OVER ±675 SF. INSTALL 10' MDN• WIDE NON-TURN BUFFER CONSISTING OF A STONE SPLASH APRON W=400 LB ±80 2500 POINT ROAD CY OVER f 1,000 SF) AND PLANTINGS. NO STONE OR FILL WILL BE PLACED BELOW SPRING HIGH TIDE LINE. I t t OWNER: SUFFOLK COUNTY OWNER: JOSEPH MINETTI ADDRESS: N/A ADDRESS: 2500 POINT ROAD OWNER: SUFFOLK COUNTY LEGEND: ORIENT POINT, NY ORIENT POINT, NY ADDRESS: N/A SCTM #1000-015-09-006.001 i SCTM #1000-016-01-001 t ORIENT POINT, NY SCTM #1000-015-09-006.001 y y PROPOSED LAWN RESTORATION WITH TOPSOIL AND HYDROSEED �0 G 1 10' WIDE NON-TURF BUFFER CONSISTING OF 2 LAYERS OF STONE I SPLASH APRON (W=400 LB, ±80 CY) AND PLANTINGS PROPOSED TOE PROTECTION STONE (RE-USE A -< T ;'- ON-SITE MATERIAL WHERE POSSIBLE, SEE NOTE 4 0 I W (W=1.5 TON) Z I ,d01- 0 a o PROPOSED CONSTRUCTION ACCESS PATH PROPOSED EPDXY COATED APPROXIMATE LOCATION OF �' �u '~ STEEL SHEETING WITH CESSPOOL. CONTRACTOR SHALL t �� -<\ ANCHORAGE SYSTEM APPROXIMATE PROTECT AND EXERCISE CAUTION I SUFFOLK COUNTY DURING ENTIRE PROJECT DURATION SO AS TO NOT DAMAGE THE TANK. ` G'� GROUND DISTURBANCELIMIT OF CLEARING TAX MAP LINES � (� � � � PROPOSED 12' WIDE �� PROPOSED TOPSOIL AND SEED CONSTRUCTION ACCESS PATH < APPROXIMATE LANDWARD LIMIT OF NATURAL —' PROTECTIVE FEATURE AREA (COASTAL EROSION CONTRACTOR SHALL RESTORE CONSTRUCTION ACCESS PATH HAZARD AREA CLASSIFICATION) PROPOSED 10' WIDE NON-TURF I ( 46'-9 f i IF DISTURBED DURING CONSTRUCTION BUFFER CONSISTING OF 2 LAYERS OF STONE SPLASH APRON (W=400 EXISTING ARMOR STONE I I LB, ±80 CY) AND PLANTINGS I LIMIT OF CLEARING AND GROUND DISTURBANCE (TYP.) <-o E- — — — — — J EXISTING CONCRETE BULKHEAD EXISTING APPROXIMATE LANDWARD LIMIT OF Em SLOPE a .� W ® W W W NATURAL PROTECTIVE FEATURE W W ' AREA (COASTAL EROSION HAZARD W �L W W W W W w W W W W - W W W W � W W � / EXISTING BUILDING --- W �. W W W W W W W W W W W W W // / J! AREA CLASSIFICATION) --- ! \/ W W .y W .y / W 4. W W \�y W W W W W W W 22'-0"t Y�y W ,y 1 • / W 25'-3"f EPDXY COATED W W / W W _ APPROXIMATE LOCATION OF CESSPOOL W W �, �, W W ZOf-Off W ,y � w y W W W ' / � �t STEEL SHEETING W/ '" , % '_ W LIMITS OF ANCHORAGE SYSTEM 25'-3"f EPDXY COATED -- L_ — — ANCHORAGE SYSTEM _ �,� �;� �- - STEEL SHEETING W/ S.H.W. = 1.15f " 10,-0"f ANCHORAGE SYSTEM I M.H.W. = 0.85t GRAPHIC A SC LE v 15 0 15 30 SCALE IN FEET --~— ---_ — --' _._ -- 100't EPDXY COATED STEEL --- M.L.W. - -1.75f 30 0 30 60 - , ...-�- � SHEETING W/ ANCHORAGE SYSTEM Pif - SEE TYPICAL SECTION_ 771 SCALE IN FEET _ C TIE L IIV�: __--- ----- w 2 EDGE VA,TER Gi'l 05-15-2024 AT 11�05AM - J EDG� Noft DATE BY DESCRIPTION APPROV. BY n PROPOSED TOE PROTECTION STONE �� 1V c (RE USE ON SITE MATERIAL) REVISIONS GAR D I N E R S BAY (W-- TOWN OF SOUTHOLD O 1.5 TON) .. .-.. . _.. EXISTING ARMOR STONE j I ry f JUN 1 2024 � ' i SUFFOLK COUNTY, NEW YORK o TO BE RE-USED AS PLAN EXISTING CONCRETE BULKHEAD TO BE E TOE PROTECTION STONE �O PLACED BEHIND PROPOSED BULKHEAD I ? POINT ROAD, ORIENT POINT Q >, ff AS FILL MATERIAL `,. SCALE 1 =15 (22 x 34 ) PROPOSED f151 LF STEEL SCALE 1 '=30' (1 1 " x 1 ") # GENERAL P LA N c BULKHEAD W/ ANCHORAGE SYSTEM. FACE OF PROPOSED SHEETING P� OF Iq SHALL BE INSTALLED f3' TO f8' C� �� S A. sr N o LANDWARD OF THE FACE OF THE L. K. McLEAIV ASSOCIATES, D.P.C. ON 0 EXISTING CONCRETE BULKHEAD + r' � 1', ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 ADJACENT WATER BODY: NOTES: it �r I Designed B : KJM scale: AS SHOWN t�,;. Sheet No. O o GARDINERS BAY 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE 9 y N COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. \�. f ' ,�,4 � Drawn By: RBC Date; JUNE 2024 4 OF 5 -' 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. `5� �':2 A pproved By: RAS File No.24061 .000 NOTES: 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A). 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. 4. SECTION A—A: INSTALL ±151 LF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM USING 25' LONG EPDXY COATED (COAT TOP 20' BOTH SIDES) NZ19 SHEETS. PROPOSED FACE OF SHEETING SHALL BE INSTALLED APPROXIMATELY 3' TO 8' LANDWARD OF THE FACE OF THE EXISTING CONCRETE BULKHEAD. RE—USE EXISTING ON—SITE MATERIAL AS TOE PROTECTION STONE, EQUALING APPROXIMATELY ±27 CY (t60 TON) OVER ±175 SF, AND NEW ARMOR STONE WHERE NECESSARY (W=1.5 TON), EQUALING APPROXIMATELY f 104 CY (t230 TON) OVER ±675 SF. INSTALL 10' WIDE NON—TURN BUFFER CONSISTING OF A STONE SPLASH APRON (W=400 LB, ±80 CY OVER f 1,000 SF) AND PLANTINGS. NO STONE OR FILL WILL BE PLACED BELOW SPRING HIGH TIDE LINE. 20 68'-9"f PROPOSED PLANTINGS TO HOUSE BLACK ALUMINUM 18 46'-9"f 32'-0"f RAILING (42" HEIGHT) TO HOUSE LIMITS OF RESTORATION 16 10'f PROPOSED TOP OF BULKHEAD 2500 POINT ROAD MEET EXISTING NON-TURF BUFFER ELEVATION = ±12.50 EX. EL. 12.541: 7 14 6"t • • • • . • EXISTING HOUSE PROPOSED 6" TOPSOIL 1 L 3'-10"f GARDINER'S BAY 11) EL. 13.00f EXISTING GROUND AND HYDROSEED 1 v� 5'-1"f �.� BACKFILL WITH SUITABLE ° 8 ON-SITE MATERIAL TOP OF EXISTING CONCRETE `., BULKHEAD EL. VARIES f4.50 TO f8.50 EXISTING FAILED CONCRETE SELECT FILL AS REQUIRED VARIES ` BULKHEAD TO BE USED AS E� RE-USE ON-SITE MATERIAL - t3 TO t8 BACKFILL BEHIND (t325 CY) } I PROPOSED BULKHEAD 14'-9"f 6 Yz"X6 X"X1 Y4" A572 GRADE 50 `l GALV. STEEL TIE ROD BEARING PLATE ; I I A572 GRADE 50 GALV. STEEL DOUBLE I CHANNEL WALER (2) C10X25 ; ` _ S.H.W. EL. 1.15f I M.H.W. EL. 0.85t 0 1—�4"0 F1554 GRADE 55 ALL—THREAD I BAR & CONNECTIONS 0 9.19' O.C. AS '- MANUFACTURED BY WILLIAMS FORM 2 LAYERS OF TOE STONE. RE-USE EXISTING - f -�'- ENGINEERING OR APPROVED EQUAL STONE ON-SITE WHERE POSSIBLE 10' LONG NON-CONTINUOUS STEEL 8'-4"t (W=1.5 TONS) SHEETING NZ19 A572 GRADE 60 TOE STONE EXISTING GROUND OR APPROVED EQUAL (UNCOATED) EL. VARIES f1.36 TO f3.05 PROPOSED 12" THICK LAYER PROPOSED 12" THICK OF BEDDING STONE, LLIMITS OF UNCLASSIFIED LAYER BEDDING STONE W=40 LBS EXCAVATION (TYP.) (W=300 LBS) 2 LAYERS OF STONE SPLASH EXISTING STONE TO BE (t210 CY) ROPOSED GEOTEXTILE APRON, W=400 LBS REMOVED AND REINSTALLED FILTER FABRIC AS TOE STONE (TYP.) A572 GRADE 50 GALV. STEEL DOUBLE FACE OF PROPOSED STEEL SHEETING SHALL BE CHANNEL WALER (2) C10X25 3"0 S.S. WEEPHOLE 0 9.19' INSTALLED 3'f TO 8'f LANDWARD OF THE FACE ` O.C. AS MANUFACTURED BY OF THE EXISTING CONCRETE BULKHEAD 6Y2"X6 12"X1 Y4" A572 GRADE 50 JET FILTER SYSTEM LLC OR o GALV. STEEL TIE ROD BEARING PLATE APPROVED EQUAL 25' LONG EPDXY COATED STEEL NZ19 4� STEEL SHEETING A572 GRADE 60 OR APPROVED EQUAL. TOP 20' OF SHEETING TO BE COATED WITH EPDXY (BOTH SIDES) .Q SECTION A - A STEEL BULKHEAD TOE STONE AND 10 ' NCN -TURF BUFFER SCALE 1 "=4' (22"X34") SCALE 1 "=8' (1 1 "X 17") 0 v L� C `— z DATE BY DESCRIPTION APPROV. BY r �.. REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK t ; JUN 1 i 2024 ` ri POINT ROAD, ORIENT POINT o TYPICAL SECTIONS o j N`P" Ir CN L. K. McLEAN ASSOCIATES, D.P.C. a .� '_ ' A'' .� ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 o ADJACENT WATER BODY: NOTES: . ' Designed By: KJM Scale: AS SHOWN Sheet No. 0 o GARDINERS BAY 1 . BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE 3 q j COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. s 5� � '' Drawn By: RBC Date: DUNE 2024 5 OF 5 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. '--`—" Approved By: RAS File No.24061 .000 2500 POINT ROAD SHORELINE STABILIZATION ORIENT, NY Y x t PHOTO 1-MAY 2024 (SEE EXISTING CONDITIONS PLAN) r t PHOTO 2-MARCH 2O24 JUN 1 2 2024 (SEE EXISTING CONDITIONS PLAN) 2500 POINT ROAD SHORELINE STABILIZATION -3o°d of)Trus ees EXISTING CONDITIONS PHOTOS MARCH/MAC' 2024 Lilittit ORIENT, NY L.K.McLEAN ASSOCIATES,D.P.C. �1d�w.N��r"'•';'O t-f�` � .1 �h,c+-XrC�,�� s•p �, '• "d.� PHOTO 3—MARCH 2O24 (SEE EXISTING CONDITIONS PLAN) Vic w� I s 4A!�k c�cn�`*v.4�Td i v f' I� �•Ir F � n1, K .. E 1'� E PHOTO 4—MARCH 2O24 (SEE EXISTING CONDITIONS PLAN) J U N 1 2 2024 Southola Town 2500 POINT ROAD SHORELINE STABILIZATION Board of Trustees EXISTING ING CONDITIONS PHOTOS MARCHIMAY 2024 LllitlA ORIENT, NY L.K.McLEAN ASSOCIATES,D.P.C. :Tr,:f i Ct PHOTO 5-MARCH 2O24 (SEE EXISTING CONDITIONS PLAN) � 3 - rt 1 yh� PHOTO 6-MARCH 2O24 (SEE EXISTING CONDITIONS PLAN) J U N 1 2 2024 'Qouthold Fown 2500 POINT ROAD SHOLE]LIM STABILIZATION':�rd of Trustees EX11TING CONDITIONS PHOT01 MARCH/MAY 2024 L 11 A%i1 ORUNT. NY L.K.McLEAN ASSOCIATES,D.P.C. •w pr ice' - • . PHOTO 7—MAY 2024 (SEE EXISTING CONDITIONS PLAN) e <. a ra PHOTO 8—MAY 2024 (SEE EXISTING CONDITIONS PLAN) �— D JUN 1 2 2024 i 2500 POINT ROAD SHORELINE STABI LIZATIOT�7 '`'t— ;'own 1 �f Tr, +� s EXISTING CONDITIONS PHOTOS MARCH/MAC' 2024 LIE Al it oRHNT, NY L.K.McLEAN ASSOCIATES,D.P.C. So�N° LONG o�srtu�'Rrw�, d° _ ✓ SpPD F.D 25 L.D.AID �H.D.2 / C{mn rci.eo. eh; gl 46 NOTICE COUNTY OF SUFFOLK © E , fyllplD SEC110N NO Reel Property Tex Service Apency Y rw 16 �""••� •� P PROPERTYIMP Caroline Burghardt,Chairperson CM Town Hall,53095Main Rd. Lauren Standish,Secretary co -ft P.O.Box 1179 ip Southold,NY 11971 ' Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., July 10, 2024, the following recommendation was made: Moved by Shannon Wright, seconded by Carol Brown, it was RESOLVED to SUPPPORT the application of JOSEPH MINETTI to install 151 If. of steel bulkhead with anchorage system. Re-use existing stone on-site as toe stone (27 cy. over 175 sf.) and install new stone (104 cy. over 675 sf). Install 10'non-turf buffer consisting of stone splash apron (80 cy. over 1,000 sf.) and plantings. Excavate 210 cy. over 850 sf. for toe stone installation. Located: 2500 Point Road, Orient. SCTM#16-1-1 Inspected by: Carol Brown, Nancy May, Shannon Wright The CAC Supports the application and recommends the applicant contact Sea Grant, Suffolk County Soil & Water or the Peconic Estuary Program to see what other options are available. The bulkhead should not be replaced in the location of the former bulkhead. The CAC recognizes the historic value of the property and the surrounding County property. Vote of Council: Ayes: All Motion Carried 1140 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ""` P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 10, 2024 Re: LWRP Coastal Consistency Review for JOHEPH MINETTI SCTM# 1000-16-1-1 L.K. McLean Associates on behalf of JOHEPH MINETTI requests a Wetland Permit and a Coastal Erosion Permit to install a steel bulkhead and two returns with anchorage system; re-use existing stone on-site as toe stone and install new stone; excavate an area for toe stone installation; and to install and perpetually maintain a 10' wide non-turf buffer consisting of a stone splash apron and plantings. Located: 2500 Point Road, Orient. SCTM# 1000-16-1-1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. It is recommended that the sanitary system be relocated and upgraded in a location as far from surface waters as possible to further Policy 6. 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: Honorable Lori Hulse, Attorney Glenn Goldsmith,President �F saUP Town Hall Annex A.Nicholas Krupski,Vice President �� l0 54375 Route 25 P.O.Box 1179 Eric $epenoski l l Southold,New York 11971 Liz Gillooly cis ;e Elizabeth Peeples � Telephone(631) 765-1892 at Y Fax(631) 765-6641 BOARD OF TOWN TRUSTEES. TOWN OF SOUTHOLD -This Section For Office Use Only ® - Coastal Erosion Permit Application =Wetland Permit Application J U N 1 2 2024 Administrative Permit Amendment/Transfer/Extens ion Received Application:. Southold.Town >l Received Fee: Board of Trustees vl-Completed Application:_ fo l /aki - incomplete: '-- . SEQRA Classification: Type I__ Type II Unlisted, -. Negative Dec. Positive Dec. . _ Lead Agency Determination Date: _ Coordination:(date sent): ?�LWRP Consistency'.Asse sment Form Sent: rs�Z`� _CAC Referral Sent: �1�- Qt4 -Date of Inspection: A (1y Receipt of-CAC Report:_ Technical Review: ` Public Hearing Held: .- 11-+ Resolution: . Owner(s) Legal Name of Property (as shown on Deed): Joseph Minetti r Mailing Address: 2500 Point Road, Orient, NY 11957 Phone Number: Suffolk County Tax Map Number: 1000 - 016 - 01--- 001 Property Location: 2500 Point Road, Orient, NY 11957 (If'necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): Keith J. Masseria, P.E. - LX. McLean Associates Engineering & Surveying, D.P.C. Mailing Address:437 South Country Road, Brookhaven-NY 11719 Phone Number: (631) 286 - 8668 _ Email.,kmasseria@LKMA.com�— Ca4-seIN7 - 'ard of Trustees Applicati' GENERAL DATA Land Area(in square feet): Lot Size: ±25,134 SF Area Disturbed: ±4,300 SF Area Zoning: Residential Previous use of property: 210: Simplex Intended use of property: 210: Simplex _ Covenants and Restrictions on property? —ayes _ZI_No If"Yes", please provide,a copy. Will this project require a Building Permit as per Town Code? Yes ✓�No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? =Yes _[�]_No If"Yes", please provide copy of decision. W' his project reqpirq any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure.(s) on property have a valid Certificate of Occupancy? ✓ Yes_D_No Prior permits/approvals for site improvements: Agency Date Trustees,- #9413E 4/8/2019 NYSDEC -#1-4738-04678/00001 6/5/2019.-. ❑ No prior permits/apptovals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? W] No ❑ Yes If yes, provide explanation: Project Description(use attachments if necessary): Install ±151 LF-of steel bulkhead w/anchorage system. Re-use existing stone on-site as toe stone (±27 CY over±175 SF) and install new stone (±1.04 CY over±675 SF). Install 10' non-turf buffer consisting of stone splash apron (±80 CY over ±1,000 SF) and plantings. Excavate ±210 CY over±850:SF for toe stone installation. (. yard of Trustees Applicati WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Install steel bulkhead and toe stone to stabilize the shoreline to halt the rapid erosion that is occurring on the property. The high intensities of recent storms (notably on Jan 10th and 13th) have been causing severe loss of property, which becomes worse with every storm. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0-.. Closest distance between nearest existing structure and upland edge of wetlands:_N/A _feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be.excavated? ± 210 cubic yards How much material will be filled?. ± 325 cubic yards Depth of which material will be removed or deposited: Max. 5.5 feet, Proposed slope throughout the area of operations: _ < 5% Manner in which material will be removed or deposited: Material will be mechanically excavated and placed using a bucket excavator. All material will be used as fill behind the proposed bulkhead. No material will be removed from the site. 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): The limits of disturbance for the project do not exist within any vegetated wetlands or - - -. - - or tidal waters of the Town. The limits of disturbance for this project exist entirely. above the Spring High Tide line. Therefore, there will not be any effect on the wetlands and/or tidal waters of the Town. • - 'lard of Trustees Appli.cati- i COASTAL EROSION APPLICATION DATA Purposes of proposed activity:. Install steel bulkhead and toe stone to stabilize the shoreline to halt the rapid erosion that is occurring on the property. The high intensities Qf recent storms (notably on Jan 7th, 10th, and 13th) have been causing severe loss of property, which becomes worse with every storm. Are wetlands present within(100 feet of the proposed activity? _No Yes Does the project involve excavation or filling? .. n No Yes If Yes, how much material will be excavated?, ± 210 (cubic yards) How much material will be filled? ± 325 - - (cubic yards) Manner in which material will be removed or deposited;Material will be mechanically excavated and placed using a bucket excavator. All material will be used as fill behind the proposed bulkhead. No material will be removed from the site. Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) There will be no environmental impacts to the subject property resulting from implementation of the project as proposed. The subject property will see a large decrease in the erosion and adverse effects on natural protective features that are currently occurring. There are no structures on the neighboring properties, and these properties are already experiencing high levels of erosion. There will be no negative impacts on these adjacent lands, and no increases in erosion. f . 61 Z20 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 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part-1 -Project and Sponsor Information Joseph Minetti Name of Action or Project: 2500 Point Road Shoreline Stabilization Project Location(describe,and attach a location map): 2500 Point Road, Orient, NY 11957 Brief Description of Proposed Action: Install ±151 LF of steel bulkhead w/anchorage system. Re-use existing stone on-site as toe stone (±27 CY over±175 SF) and install new stone (±104 CY over ±675 SF). Install 10' non-turf buffer consisting of stone splash apron (±80 CY over ±1,000 SF) and plantings. Excavate ±210 CY over an area of±850 SF for installation of toe stone. � J Name of Applicant or Sponsor: Telephone: Joseph Minetti E-Mail:joeminetti@gmail.com Address: 2500 Point Road City/PO: State: Zip Code: 1 Orient NY �11957 1:Does the-Proposed action only involve the legislative adoption of a plan,local law,ordinance, NO . YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES i If Yes, list agency(s)name and permit or approval: jNYSDOS, USACE, NYSDEC 11 ❑✓ 3.a.Total acreage of the site of the proposed action? 0.577 acres ' b.Total acreage to be physically disturbed? 0.106: acres c.Total acreage(project site.and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.577 acres 4. Che I land us at occur on,adjoinuig an ar the prop9W4action. Urban Rural(non-agriculture) Industrial Commercial ❑Residential(suburban) Forest [:]Agriculture ✓Aquatic ❑Other(specify): EParkland Page 1 of 4 5. Is the proposed action, NO 'J'YES I N/A a. A permitted use under the zoning regulations? ✓ _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. Is the site of the proposed action located in,or does it adjoin,a state listed Critical'Env iron mental Area? 'NO YES If Yes,identify: Name:Perconic Bay and Environs,Name:Orient Point,Reason:Protect public health,water, vegetation,&scenic beauty,Reason:Benefit to human health&protect drinking water,Agency:Suffolk County,Date:7-12-88,Datea ❑ z 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 oftEe proposed action? V/ 9.Does the proposed action meet or exceed the state energy code requirements? ;NO. YES If the proposed action will exceed requirements,describe design features and technologies: N/A. - — - - 0 ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES. If No,describe method for providing potable water: N/A. I ❑ 1 I.-Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: _N/A. ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO „ YES Places? ✓ b. Is the proposed action located in an archeological sensitive area? ✓ 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? ✓ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: No work,excavation,or fill will be performed in waters of the United States and/or below Spring High Tide.Therefore, there will be no encroachment into,and no physical alteration of any existing wetland or waterbody. 14. ntify the typic bitat types that oc n,or are likely to be f und'on t1Mroject site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional ✓ Wetland Urban ✓Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO Y_ ES by the State or Federal government as threatened or endangered? ✓ 16.Is the project site located in the I-00 year flood plain? 'NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, WINO OYES ❑ Ela. Will storm water discharges flow to adjacent properties? NO ✓ b. Will storm water discharges be directed to established conveyance systems�ff anf-gym drains)? If Yes, briefly describe: ✓ O ES Page 2 of 4 18.Does the proposed action include construction or other activities that result.in the=impoundment of NO YES water or other liquids(e.g:retention pond,waste lagoon,dam)? If Yes;explain purpose and size: 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:: 20.'His 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: _ — _ . :❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY.1 KNOWLEDGE Applicant/sponsornarime:_KG'Ith J... aS rla;.P_YE__ _ Date:. Signature:. _ _ I Part 2=Impact Assessment. The Lead Agency'i's responsible for the completion of Part 2. Answer all ofthe,following questions'in Part.2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or , Moderate; small -to large impact impact may may occur occur 1. Will the-proposed action create a material.conflictwith an adopted land use plan or zoning D regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? F1 3. Will the proposed action impair the character or quality of the existing community? a .4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑, establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or Elaffect 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? El EL 8. Will the proposed action impair the character� or quality of important historic,archaeological, ❑' a architectural or aesthetic resources?.' � 9. Will the proposed action result in an adverse change to natural resources(e,g.,wetlands, D ❑ waterbodies,groundwateri air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may i occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? :0 11. Will the proposed action create a hazard to environmental resources or human health? n 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. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Boazd AO,MAVFf ®F9M AND AFFMM Tun HEA=is TM Amjc&xr-F. m Tm ARME I ID:PEBMIT :Aft TWAT Ai:�SYA�'Eli�'T�:�h'� D: ACE.1 ti 1.NX TRE;�F�'�',4F, B YIIiO A' ID: F;AM nUT ,. -�::.... r, ALL'wK 9Y�d.'EE ZONES -... . -- - :AN AS MAYBE MTROvMA-v. E Ii dldi A B[�A3tD 3 . Bi�A$if�OF ARDQ.MOM.A'i1MM mwRzF": �: D.Q A31lIS;ARTSDITG ND� B`!6Y 1 1�E t_><F SAID` iur •_ _ ����I�� V�LL'tiii7 Rii'�:i�fi��'�' ..�{�1,�� ■TT��R�■B3,S'1 :6:/■■A •,A���•/���E�i1A1■1w'(( 1■//4+■BI,R/�'. . ��p�A����i(� .$ t3.TiD_ W �laON' -!,YYfI V1 maL"•o�Iffy s/ii�f iNa- D�3NG A-sFDV AL I - �BIST 3'O.ENS 4N 3Mi3f ■/�■/�■ - {��*■/�������/�/ 'w.pA,i �iP'Bt P 'Y.A ID;AE. -- 110:fl : VV`!Y�l�ifii-~/�/ F;ROSION.FEBDIITJIS�SUED w E NOA!Sfl[ F: Bi G3SEa i! f Property.: - "fi�i"�ne SWORNTO�B�RE,l1!iE1}IiS._-- �.:,f^St-.DAY�F•.��i�'F-Y- _ _ -`�_ M tii j.:i9il�lc',=ft�f.ar7iii%,Ili ��i1o:Dtl�L7712D1 y Board of Trustees- •lication A 'MORIZATION' (WhereAheapplicant is mot_t6a owner) 1/WyC, -, Joseph.,Min'W , #ownes ofhe ti 016-0 =0y 01, is the town of 1 Orient - New York;hereby authorizes Keitli,J` Masserla ` '4 w'_' of Lacs McLean As soclates;-D:P.;C:,._� ., Ito acua gy,ageat end hiandle all wommivoik involved'with ihho.awicatroa.pcocess for pemut�s)from;the Southold Town .Board of Tnastees'for this:property: des �pa �Piopeirty Owner- .Sigiiatuie SW,ORNiTO--BEFORE'ME'THIS _-� , �. - .._. _ DAY..OF_ �- �' ��`_..- ----_-- _-- --. -20. - Notary Public . ---�NlICHF1LB'NEUA{At1N - Notg7y pW&=Stiti of New York -:Ao.,O1NE67.Ie201., Quallfifd Ut Sutfdfc County 'Aty-Cafoinliston:E�tm 6ep:11.?oZ6' ' APPLICANT/ACENT.AtORESENTATIVE JtA­.' cri±�Na ,D sc osuRE'Foil i. - 7be;To�_of SotrLold's C1ode of eibio orohiNla,mnnice:af iriteKsl on she out of Lowe oflkeri as dies 77ie ooro�of gh,kwgi lion tnovido infaskm fati ahieh eae Mat the town of paled a omf ku of Int rm um jdk wv h w utewhrteverirllm L •irouRrr��;_ Joseph INinetti. Proaerfy 0umer_--.__�., ._.�: .��.._ (L�at tit 8nla�iii4?gsiddfe{nitisl,,voles:you uo tipplyio6 in;M�o niie of eo fr�eoi�e e4�e'w otha_Wlq�;such 00 Ike-O MY.'If so.TrdiciiDe Uia other' pemn a or ooi 1pOlpr'5 nua& NAME'OF APPLJCA770N:;(Cl�;i11 dut�i)- � • ;taof?rone - ;l'Jca+hl.Biosioo _�.�. _ ,A-p—v l of plat - v . jVJootiI - ' Exdi!Pdoa:;6mm pli�•orotll�il inip: ;ice--.._- -- ;pli�tta, �� _ Other• _ .- .... _. _.___._. ._. of"Od�„dame YAPot"iYa�. Yam, indio6tY, .Allnbpeiewo ehil�lisve.i;teloeiansh)p,witltdryofioq•iuemployee; oftbp Town ofSoutftoldl''Relitioaship"° �by blbod�.nturi�e;_or.b mleieil;'Bi+su�w;iiileie .mear� tiionm,r iudu_.Sa,pv . Ynviihld die.towiiofRoer;orer loy�a`6teei�an,:apitifil�awna=fiipof(or�pto�mia�tbi!)° c�oupotafiai', In Wi"the tons otHcera'employee'owrn o�ae:Ugn"5%of tlie'itiares:, Vp. - _ If yov�nswercd"YPS",.complete the bilsaoe of thL f&utd Tito; kip wLae;�dlei(ed NiFneofpei�n aiiployr<drby,Uie`Toiau_ofSoaltiold' - -- - ' - Deicrlbethe ieliQiai ip between yamselP(the'ippi[civiNa ieseiitidve)W the td"of &o`r„'gnploym Fidler#0 ,aPP!QP lone A)dub 'D)aodlcr deO*WI.n tkc pioe`pto ided; - —: _. TheaoNm;ofQoer ar;emplayee or,(iis or.hor!P�slblin�,pturaK oi"_c1tlW�is.(chmd�:all lhat:�pply):: A)ifii:OWt1eLOf�tieile'thm Ssfi oitbe�tue!Ofthe oOf�fOt�te atOCi<.Or appUpot .�- . . ,(Lw�hw'thgapp1 la a colporalionx; = - _ _,_. _• . ,.):• -..kE!l: bene�al,tiwner of nq�i la i--_-=—"---eut� wh'tlio �Cj;an ofiioQ`. Pee�er�ai'eii�OYee of de��PP11.c�ii1;ai . t DESCRIP'I7W1 pf Ap''AliONSii>P ' card of Trustees Applicatic-_ PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of . 20 Notary Public Board of Trustees Appl.icata.on i PROOF Ole MAILING OF NOTICE ATTACH CCR I'IFIrll NIAIL RECEIPTS I APPLICATION NANIE & SC`IVIII: 2500 point Road Shoreline Stabilization SCTM# 1000-016-01-001 Nf��,l} ; ADDRESS: i I Suffolk County Parks Department P.O.Box 144 ' West Sayville,NY 11796 i i 2 °It_ U ,..; +�C1h.d6c'iiiif;!k;,Ymld j Board of Trugees STATE OF NEW YORK COUNTY OF SUFFOLK IS residing afl�/ �` /,� &� being duly sworn,deposes and says that oil the z day of V/ 20 ,deponent mailed a hLle col7y of tlle Notice set forth in the Board of ustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names ofsaid persons are the address of said persons as shown on the current assessment roll of t1leJown of Southold; that said Notices were mailed at the United States Post Office Iocated at that said Notices were mailed to each of said Persons �b'y'�CER ]TIED NIMURETURN IZECEIPT Signature Sworn to before me this 2-�'1J j Day of �—! _ _ 202—q CHRISTINE L.BELSON NOTARY PUBLIC, State of New York No.01SE5087003 _.-- ---- Qualified in Suffolk County Notary Public Gomm}asion Expires October27,20 L �l wu S v q r *n t f z e 8 g a t (, � Xs r w� JUL ti> m m; ry r i ---___._ 'n nJ T G 0:J ® o I Suffolk County Parks Dept. ir a- ( PO Box 144 11 m "" West Sayville,NY 11796 \ \ � � } xi \ ©2S [47 \ }/ } lu / \ _ - ol f / § — 1 . )\) LO ! % ) ° f 2 : \ . . - - `-\® � ® / ��g\� ma&Trustees • A. Signet ��Agent Complete items 1,2,and 3. X n to print your name and address on the reverse 1 ✓ ❑Addressee so that we can return the card to you, R, Received by nnted Nrune) G_[)ate of Dv� 0 Attach this card to the back of the mailpiece, *+ t t� y 1�.-- or on the front if space permits. s t t` 1, Article Addressed to: D. !s delivery address different from item 1? ©Yes If YES,enter delivery address below. D No Suffolk County Parks'Dept. i p0 Box 144' West Sayville, NY 11796 3, Service Type ❑Priority Mail Expresso ❑Adult Signature 0RegisteredMOR ❑Adult Signature restricted Delivery Q Registered P4a�l Restricted ❑certifiedMa?O l3DeliveureGonfirmationr" 959Q 9402$528 31$6 1605 25 Q Ce tilled Mai Restricted Delivery fl Signature Conflrmatlon n Collect on Delivery Q Collect on Delivery Restr cted Delivery Restricted DOWNY 2. Article Number!Transfer from service label} Mall Delivery ail Restricted 4S 9589 0710 5270 1,007 a478 86 tee, _ Domestic Return Receipt pS Farm 3811,JutY2020 PSN 7530-02.000-9053 ' JUL `: N2' So�tft«Ic tuvn Board of Trustees _ < USPS TRACKING# 3 { First-Class Mail Postage&Fees Paid USPS Permit Na,G-10 9590 9402 8528 3186 1L O5 25 United States 'Sender:Please print your name,address,and ZIP+41 in this box* Postal Service L KMA, 437 S.Country Rd. Brookhaven, NY 11719 f Fil `j ���ti€�'tlli{li'�'Illli��►lifl�iijlifif�Eai'l�i`�ii�lF}�Ili����sdl JUL I Board of�r�sleo� ,�...r..�...,.lY .,,:,.�b9y.�.ear..;-Nvs. z.,aa`Sr..iu,:sou"�3'�G:zrt;,S�:.Ter�e°&dos`sva��'*zm;...l n �er.�csw✓s�,sG.Z"V.F.:%.Y:zae/`dG:Y.>t...�::,w. ..n5 :�F.�'.Ya.�'�"�soa -," .... -- 4a'ra.Y✓S:'l».'rrxv-.+:�—'_..... strsat�'.-•rx Glenn Goldsmith,President it SUFF Jt4, ,,.. Town mall Annex A.Nicholas Krupski,Vice President ; ��''y 54375 Route 25 Eric Sepenoski t P.O.Box 1179 Liz Gillooly �, ,;r Southold,NY 11971 Elizabeth Peeples �� �j� � '' telephone(631)765-1892 t; Fax(631)765.6641 HOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD w. ., . i BOARD OF TRUSTEES:TOWN OF SOUTHOLD t --------------------------------------------------------------- t `' 20 JUL In the Matter of the Application of JOSEPH MINETTI Dowd f to es COUNTY OF SUFFOL o �u5 IC v. STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC L EARINC DATE--COMPLETE THIS FORM ON EIGHTH DAY OR LATER 1, ;jcr��i�' mWEff ,residing at/dba Pd being duly sworn,depose and say: That on the q* day of 10 ,202q ,I personally pasted the property known as aBCD (�11ts1�►M�,{�t'1C1�� } ' `?� a by placing the Board of Trustees official noticing poster where it can easily be seen from the { street,and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing.Date of hearing noted thereon to be held Wednesday,July 17,2024, Dated: f r , (sr a re) Swam to before me this / day ofjg 20A ' i TINE CNW co YAW Notary Public FNotary Public-Sage of New York NO.01CH6144 l90 Qualified In Suffotk County ommission Expires Apr 7,2o26 1 NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: JOSEPH MINETTI SUBJECT OF PUBLIC HEARING: Fora Wetland Permit and a Coastal Erosion Permit to install a steel bulkhead and two returns with anchorage system; re-use existing stone on-site as toe stone and install new stone; excavate an area for toe stone installation; and to install and perpetually maintain a 10' wide non-turf buffer consisting of a stone splash apron and plantings. Located: 2500 Point Road, Orient. SCTM# 1000-16-1-1 TIME & DATE OF PUBLIC HEARING: Wednesday, July 17, 2024 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town files) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 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__nroposed-action_will ..be.--evaluated.- as- to its.'si" i i '/beneficial and`aberse:e`ffects„upon'the coastal..area(wi i&..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_inust-be.:exnlained in detail;�JistinLr both_s�oeiwg and non- suoy6rting 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# 1000 _016 - 01 .._001r PROJECT NAME 2500 Point Road Shoreline Stabilization The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate"response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity, agency regulation,land Transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval, license,certification: ❑ Nature and extent of action: Shoreline stabilization per 1'ect- Install ±151-1-F-of steel=bulkhead wt anchorage ,�P;p Re-use existing stone on-site as toe stone (±27 CY over±175 SF) and install new stone _(±104 CY over±675 SF)..Install.1.0'.non-turf buffer consisting of stone splash apron (±80 CY over±1,000 SF) and 0l5ntings:-Excavate±210 CY over±850 SF fortoe stone installation. Location of action: 2500 Point Road, Orient, NY 11957 Site acreage: 0.577' Present land use: ?10: Simplex Present zoning classification: Residential 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: Minetti h (a) Name of applicant: Joseph (b) Mailing address:2500 Point Road, Orient, NY 11957 (c) Telephone number: _ — — 3. 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?USACE, NYSDEC 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. DEVELOPEWCOAST 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. UYes ❑ No ❑ Not Applicable -property line. The-purpose-of this prroject_is to protect the.tro y from continued erosion and stabilize_ he_.__-.. shoreline. The existinq.bulkhead 'is in.a state of.disrepair as-a result-of recent storm.damage;and the proposed bulkhead is to be-installed 3 to 8 feet landward of the existing bulkhead. There will be.no loss of economic, -environmental, or aesthetic values associated with this area, and there will be no adverse environmental -- . :impacts that would result from the proposed improvements."T_here_fore, the_p_ roject-i" consistent-with_the policy; Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria Z Yes ❑ No ❑ Not Applicable There are no historic resources that will be affected by the construction of the_�roposed improvements. The :project-includes removal of the existing concrete bulkhead and_replacement with sfeel bulkhead_with'anchorage. system. 'The proposed bulkhead is to be installed 3 to 8 feet landward of the existing bulkhead. The existing — - - - purpose ot the site will remain the same, and there Will a no physical physEcal alterations o any historical resource. -— 6j c is consistent with a po icy.-- 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 This"is a waterfront project,and_it is important that the visual quality of the area be maintained or improved. No existing vegetation will be disturbed_during con"struction=The-existing_purpose of the site will rfot be altered,.-and there-will be no--adverse-impacts on-the=aes 2 Ic Val uevo a-area:_- ere ore, a project is consistent with" the i 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 0 Yes ❑ No ❑ Not Applicable Thepurpose of this?project is:t6_replace_a damaged bulkhead and install toe s sta tone to bilize the sh-oreline.and_ .protect it from further erosion. The"existing bulkhead is deteriorated and in need of replacement, otherwise ere is-a'risk of losing-materialfrom the landward side Into the waterway;_.__e_replacemento_tee _U�.- ea wl ensure the stabilization ot the property. I heretore,-,.the project is consistent with the po icy- ---rt._ —_-= Attach additional sheets if necessary _ "— Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section IH —Policies Pages 16 through 21 for evaluation criteria ❑✓ Yes ❑ No ❑Not Applicable Thepurpose of this project is not related to treatment.or.-any type..of alteration to the..water-_guality.and.supply-in rthe-Town of_Southold. The-purpose of this project is to replace the damaged-bulkhead and install toe stone to stabilize,the shoreline There will be no adverse effecfs-on_water quality and suppiy_in.the Town of Southold as . a result of-this project._Therefore, the project-is consistent with the_policy_ 4 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 HI—Policies; Pages-22 through 32 for evaluation criteria. ❑ Yes ❑No ❑ Not Applicable The project is located at the Eastern end of the North shore of Long Island, in which the adjacent areas are _ identified as Significant Coastal Fisli and Wildlife Habitats. This project entails replacing the'damaged bulkhead and installing a new bulkhead 3 to 8 feet landward from existing, as,well as installing toe protection stone. here-wille a no is ur anc o-we an s an -no adverse effects o the Significant C_o_a_sTa7-_Fis_ff55di i e a i a s.- ere ore, M6 projec is consis e'n Wi e-po tcy:- Attach additional sheets if necessary - Policy 7. Protect and improve air quality in the Town of Southold. See.LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ,❑ Yes ❑No 0 Not Applicable There will be no discharge of radioactive material into the atmosphere and no pollution from new or existing stationary-air con amina ion sources.- 71 here Will a mosp e_nc eposi ion o pollutants o e soundrom - any source. ere ore; a projectis consistent wi _ e policy. - - Attach additional sheets if necessary - Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages`34 through 38 for evaluation criteria. ❑Yes 0 No ❑✓ Not Applicable There will be no.discharge of polfutants into coastal-waters during this project. .There will be no hazardous substances and-waste transportation: Thetefore, the project is consistent with the policy. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yet`.J No Z Not Applicable This project is located entirely on private property, and thus there will be no ability to-provide public access to any type of public land or coastal.waters. Similarly,there will.be no_reduction of public access and.recreational use of coastal waters and public lands within the'Town-of Southold.- The purpose-of this project-is:to replace the:existing concrete bulkhead. I here ore, the projec is consis en with"the policy. Attach additional sheets if necessary WORKING COAST POLICIES - Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III= Policies;'Pages 47 through 56 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable -The-purpose.of this,proiect.is to replace an.existing_concrete bulkhead on private.property. The-existing _ shoreline is -ding at a-rapid rate and it is necessary to take-immediate action to prevent reduction of the Town of Southold's shoreline. Therefore,,the project is consistentwith the policy. Attach addifional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable ` The purpose of this project is to replace the existing.concrete bulkhead.to.protect-the shoreline that is-rapidly -- eroding. The-completion of this project-will not.result_in any.adversee_ffects on marine habitats or marine environments. Therefore, the project is consistent with the policy. Attach'idditionalsheets'ifnecessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No ZNot Applicable This project is located' at the.Eastern end of the North shore.of Long Island.- The land within the project area is not state-designated-important agricultural land. Subsequently,-there will be-no adverse effects to the._- agncultural;lands in the Town of Southold. Therefore, the ..ro'ect is consistent with the.. "olic'. 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. 0 ❑r Yes No ❑✓ Not Applicable The-purpose of.this.facility is not-related to development of energy and/or mineral resources. The purpose-of— this project is to replace the existing concrete bulkhead.__There-will be no interference with-coastal resources or processes during or.after.construction. .Appropriate ..site. reparation techniques will be"used-to-ensu'r`e;topsoil=is preserved and any restoration will be performed as necessary. Therefore, the project is consistent with the necessary.- po PREPARED BY Keith J. Mass.eria, P.E. TITLE Vice President, LKMA DATE &LID L11AAL. K. McLean Associates Engineering & Surveying, D.P.C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668•FAX(631)286-6314 ❖ 25 Newbridge Road • Suits 212 • Hicksville • New York • 11801 https://www.lkma.com ROBERT A STEELE,P.E.,PRESIDENT and CEO Associates JAMES L.DeKONING,P.E.,VICE PRESIDENT --CHRISTOPHER F.DWYER,VICE PRESIDENT STEVEN W.EISENBERG,P.E. KEITH J.MASSERIA,P.E.,VICE PRESIDENT ANDREW B.SPEISER MATTHEW JEDLICKA,LEED AP,PRINCIPAL VINCENT CORRADO,P.E. TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY KEVIN J.PETERMAN,PX. CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER KARA M.O'NEILL,GISP,MBA June 7,2024 Town of Southold,Suffolk County, New York Southold Board of Trustees 54375 Route 25 PO Box 1179 N 24 Southold, New York 11971 Re: Wetland and Coastal Erosion EMERGENCY Permit Applications Southold Town 2500 Point Road Shoreline Stabilization Board of Trustees LKMA#24061.000 To Whom It May Concern: As Consulting Engineers for Joseph Minetti, we are submitting on their behalf an application for an EMERGENCY Trustees Wetland Permit and Trustees Coastal Erosion Permit for an improvement project at the above referenced site.We are requesting'this be considered an emergency due to the rapid erosion and extensive damage to the property that will continue to occur if action is not taken. Enclosed herewith for your review is the following: • General Permit Application(3 copies) • `Short Environmental Assessment Form(3 copies) • Affidavit(3 copies) • Authorization Form (3 copies) • Transactional Disclosure Form (3 copies) • LWRP Consistency Assessment Form (3 copies) 0 Property Survey(4 copies) • Drawings/Plans(4 copies) 0 Recent Site Photographs Showing Relevant Site Conditions(3 copies) • $1,250 Trustee Wetland Permit Application Fee • $1,250 Trustee Coastal Erosion Permit Application Fee Applications have also been made to the NYSDEC, USACE,and NYSDOS.Once these permits are obtained,our office will provide copies. If you have any questions or concerns,please call the undersigned. ; Very truly yours, Keith J. Ma eria, P.E. L. K. McLean Associates Engineering&Surveying,D.P.C. Cc: Joseph Minetti,Property Owner Established 1950