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HomeMy WebLinkAboutTR-9673 Town Hall Annex Glenn Goldsmith,President Ok S1110 Town 54375 Route 25 Michael J.Domino,Vice-President P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone(631)765-1892 Greg WilliamsO Fax(631) 765-6641 oI�� UM`1,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES 1 YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS-PRIOR TO COMMENCEMENT OF THE ACTIVITIES CFI'Ei,-KEb CSL=F BELOW - _ INSPECTION SCHEDULE Pre=construction;=�a 6 ife'Ifi Ysilt ooft ciii#ain .�% t. -- - - --- -- - - -- St-d of-oonstradbno ---- constructed Whenproject complete, call for compliance inspection; V Q BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9673'& 9673C DATE: AUGUST 19,2020 ISSUED TO: BRIENZA FAMILY LIMITED PARTNERSHIP Ui PROPERTY ADDRESS: 1240 LATHAM LANE,ORIENT SCTM# 1000-15-9-1.5 AUTHORIZATION :t Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Augus 19,2020 and in consideration of application fee in the sum of$500.00 paid by Brienza Family Limited 5 Partnership and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct 132 linear feet of composite retaining wall including a 12. . ....: to tidal waters landward of the mean high return at each end within the area adjacent rotection along MA I water elevation; relocate and install armor stone for wave and scour p seaward face of the proposed wall and along the existing vegetated slope for a total of to 235 linear feet of stone armoring; and to replace the existing damaged timber stairs beach with new 51 wide timber stairs; and as depicted on the site plan prepared by �g Adon M. Austin PE, dated November 4, 2019, and stamped approved on August 19, 2020. k, ffix ed, IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be a 11 and these presents to be subscribed by a majority of the said Board as of the 19'h day of August,2020. '% Pt �VO J'h 5.11 ........... _5 5 C122 �315 j g TERMS AND CONDITIONS The Permittee Brienza Family Limited Partnership 1240 Latham Lane 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 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. QFS�U Town Hall Annex Glenn Goldsmith,President �o�� ryOlO •54375 Route 25 Michael J.Domino,Vice-President P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams � a0 Fax(631) 765-6641 OUM'1, � BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #9673C Applicant/Agent: Rising Tide Waterfront Solutions Permittee: Brienza'Family Limited Partnership SCTM#:-- 1000-15-9-1.5 Project Location: 1240 Latham Lane, Orient Date of Resolutionlissuance: August 19, 2020 Date of Expiration: August 19, 2022 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY:'Construct 132 linear feet of composite retaining wall including a 12' return at each end within the area adjacent to tidal waters Iandward of the mean high water elevation;,relocate and install armor stone for wave and scour protection along seaward face of the proposed wall and along the existing vegetated slope for a total of 235'linear feet of stone armoring; and to replace the existing damaged timber stairs to beach with new 5' wide timber stairs; and as depicted on the site plan prepared by Adon M. Austin PE, dated November 4, 2019, and stamped approved on-August 19, 2020. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None In accordance with Chapter 111-15 Erosion Protection Structures`. xx A maintenance agreement is attached hereto and is a necessary special condition of this permit. - - By: Glenn Goldsmith, President i--------------Board-of-T-r-ustees - - — ---- - --- -- 1 i I i S Glenn Goldsmith,President QF S�(/�y Town Hall Annex Michael J.Domino,Vice-President ,`O� ��� P.O. Route 25 P.O.Box 1179 John M.Bredemeyer III l Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641- lyCOUM`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 19, 2020 Stephanie M. Dornemann Rising Tide Waterfront,Solutions 80 Killians Road, Suite 280 Massapequa, NY ,11758 RE: -BRIBNZA FAMILY LIMITED PARTNERSHIP , 1240 LATHAM LANE, ORIENT SCTM# 1000-15-9-1.5 Dear Ms. Dornemahn: ' The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 19, 2020 regarding the above matter: WHEREAS, Rising Tide Waterfront Solutions on behalf of BRIENZA FAMILY LIMITED PARTNERSHIP applied to the Southold Town Trustees for a permit under the provisions of Chapter-275 of the Southold Town Code, the Wetland Ordinance'of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion_ Hazard Areas, application dated January 24, 2020, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and*to the Local Waterfront Revitalization Program Coordinator for their-findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to,said application on August 19, 2020, 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 BRIENZA FAMILY LIMITED PARTNERSHIP to construct 132 linear feet of composite retaining wall including a 12' return at each end within the area adjacent to tidal waters landward of the mean high water elevation; relocate and install armor stone for wave and scour protection along seaward,face of the proposed wall and along the existing vegetated slope for a total of-235 linear feet of stone armoring; and to replace the existing damaged timber stairs to beach,with new 5' wide timber stairs; and as depicted on the site plan prepared-by Adon M. Austin PE, dated November 4, 2019, and stamped approved on August 19, 2020. Permit to construct and complete project will expire two-years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 ery truly yours, 41e-nvn- Gdsmith President, Board of Trustees GG/dd O. -- EROSION PROTECTION . 1240 LATHAM LANE cr JAN 2 4 2020 ORIENT, NY 11957 Lnul 0 4 NOVEMBER 2019 z LOCATION MAP PROJECT INFORMATION REVISION(S) LOCATION A: ISSUED FOR CONSTRUCTION 11-04-19 PRIVATE RESIDENCE OF MS. SUSAN BRIENZA GORDON, 1240 LATHAM LANE, IN THE HAMLET OF ORIENT, SUFFOLK N) COUNTY, NEW YORK ALONG LONG ISLAND SOUND. N PROJECT NOTIFICATION COMMENCEMENT NOTIFICATION TO REGULATORY AGENCY SHALL BE SUBMITTED, AS REQUIRED, BY SELECTED kdlE�CT CONTRACTOR PRIOR TO THE START OF WORK. LL�TIO�W - S-, s. GENERAL CONTACT INFORMATION RISING TIDE WATERFRONT SOLUTIONS, PLLC 486 SUNRISE HIGHWAY, SUITE 102 t OrientROCKVILLE CENTRE, NY 11570 PHONE: 516-595-3483 EMAIL- CONTACT@RT-WS.COM DEFINITION(S) SKETCH INDEX AUTHORITY- MS. SUSAN BRIENZA GORDON SK-1 TITLE SHEET & LOCATION MAP ENGINEER: RISING TIDE WATERFRONT SOLUTIONS, PLLC SK-2 GENERAL NOTES CONTRACTOR: TO BE DETERMINED SK-3 VICINITY MAP r�rz— SK-4 PROJECT MAP SK-5 EXIST. FACILITY PLAN SK-6 PROPOSED FACILITY PLAN LAT: +41.15 LONG: SK-7 BULKHEAD SEC110N & DETAILS (1 OF 2) L NG ISLAND SK-9 BULKHEAD CONNECTION DETAILS SK-8 BULKHEAD SECTION & DETAILS (2 OF 2) REF: ORIENT-PLUM ISLAND QUADRANGLE NY-CT 7.5 MINUTE SERIES A SK-10 BULKHEAD CORNER DETAILS SK-11 STAIR DETAILS CO3 SK-12 SILT PROTECTION DETAILS TIDAL CHART ELEVATION(S) LULJ POSITION MLW NAVD88 DESCRIPTION SHW +3.2 +1.4 SPRING HIGH WATER MHHW +3.0 +1.2 MEAN HIGHER HIGH WATER -MHW +2.7 +0.9 MEAN HIGH WATER OFFE'S MSL +1.5 -0.3 MEAN SEA LEVEL MLW ±0.0 -1.8�rMEAN LOW WATER MLLW -0.2 -2.0 1 MEAN LOWER LOW WATER PROJECT DESCRIPTION CONSTRUCT 132 LF OF RETAINING WALL, INCLUDING RETURNS, WITHIN THE AREA ADJACENT TO TIDAL WATERS LANDWARD OF THE MEAN HIGH WATER SPRING (SPRING HIGH WATER) ELEVATION. RELOCATE AND INSTALL ARMOUR STONE FOR WAVE AND SCOUR PROTECTION ALONG THE SEAWARD FACE OF THE PROPOSED WALL AND EXISTING VEGETATED SLOPE. REPLACE EXISTING DAMAGED TIMBER STAIRS. SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION N/A !S ikytym m- *X041 • - PREPARED FOR M DRAWN BY MS.SUSAN BRIENZA GORDON DATE 4C86 SUNRISE HIGHWAY, SUITE 102 6 ISI SK-1 m LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 0 Vl!LE r= CHECKED BY 1240 LATHAM LANE REVISION NO. 7SHEEr TI E -L w -L2- ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A TITLE SHEET&LOCATION MAP GENERAL NOTE(S): 380—KSI. 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS, METHODS, A. SHEET PILING SHALL BE DRIVEN TO DEPTH AS SHOWN IN THE AND SAFETY OF WORK. CONTRACT DOCUMENTS. SHEETS DRIVEN TO A DEPTH, LESS 2. ALL WORK SHALL CONFORM TO ALL FEDERAL, STATE, COUNTY, OR THAN SPECIFIED MUST BE REPORTED TO THE ENGINEER, IN LOCAL CODES HAVING JURISDICTION OVER THE PROJECT LOCATION. WRITING. 3. ALL PROJECT WORK SHALL BE IN ACCORDANCE WITH THE B. SHEET PILING SHALL BE DRIVEN WITHIN 1—INCH PER 5—FEET IN CONTRACT DOCUMENTS OR AS DIRECTED BY THE AUTHORITY OR THE PLANE OF THE SHEET AND 3/8—INCH PER 1—FOOT THE ENGINEER. CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERPENDICULAR TO THE PLANE OF THE SHEET. ACTUAL SITE CONDITIONS AND SHALL BE RESPONSIBLE FOR 4. FASTENING HARDWARE — STEEL FOR TIMBER CONNECTIONS SHALL FURNISHING A COMPLETED PROJECT AS REPRESENTED IN THE BE HOT DIPPED GALVANIZED (HDG.), WITH COATING WEIGHT NOT CONTRACT DOCUMENTS LESS THAN 2—OUNCES PER I—SQUARE FOOT, AFTER FABRICATION. 4. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF 5 FILL MATERIALS — MATERIAL CONSISTING OF ROCK, STONE, SLAG, EXISTING THE CONTRACTOR SHALL PERFORM FIELD MEASUREMENTS COBBLES, OR GRAVEL FREE OF SHALE OR OTHER SOFT, POOR PRIOR TO CONSTRUCTION, FABRICATION, AND/OR PURCHASE OF DURABILITY PARTICLES AND UNSUITABLE MATERIALS. UNSUITABLE ANY MATERIAL. DISCOVERY OF INCONSISTENT SITE INFORMATION OR FILL SHALL COMPRISE ANY MATERIAL SO DESIGNATED BY THE CONDITIONS SHALL BE IMMEDIATELY CONVEYED TO THE AUTHORITY ENGINEER BECAUSE OF ITS TYPE, INABILITY TO BE PROPERLY AND THE ENGINEER PRIOR TO COMMENCING OR CONTINUING COMPACTED, OR LEVEL OF CONTAMINATION CONSTRUCTION. CONFLICTS ARISING DUE TO THE LACK OF COORDINATION SHALL BE THE RESPONSIBILITY AND AT THE SOLE EXPENSE OF THE CONTRACTOR. PERMIT(S): 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED REGULATORY, CONSTRUCTION AND/OR BUILDING PERMITS AND/OR CLEARANCES ARE SECURED PRIOR TO COMMENCING CONSTRUCTION. k �Ew 0 SITE ACCESS AND STAGING AREA(S): 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SECURITY AND �� A JOB SAFETY. ALL CONSTRUCTION ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL & STATE REGULATIONS. ?OD 0 w 2. THE PROJECT AREA SHALL BE KEPT, AT ALL TIMES, FREE OF DEBRIS AND EXCESS MATERIAL TO THE SATISFACTION OF THE AUTHORITY AND THE ENGINEER. ENVIRONMENTAL CONTROLS: • �� 1. CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH CONDITIONSTHE 2. CLEANFIILL ONLYE— ALL WITHIN SIPERMITS. SHALL CONSIST OF CLEAN SAND, PR FEES GRAVEL OR SOIL. ASPHALT, SLAG, FLY ASH, BROKEN CONCRETE OR DEMOLITION DEBRIS IS PROHIBITED. 3. CONTRACTOR SHALL NOT DISTURB PROTECTED BUFFER AREA OR AREAS PREVIOUSLY DESIGNATED TO REMAIN IN A NATURAL AND/OR UNDISTURBED STATE BY ANY ENVIRONMENTAL AGENCY. 4. BULKHEAD / STRUCTURE EXCAVATION — ALL BACKFILL SHALL BE EXCAVATED LANDWARD OF THE STRUCTURE AND RETAINED PRIOR TO ANY CONSTRUCTION OR REMOVAL OF THE BULKHEAD. CONTRACTOR SHALL PREVENT ALL EXCAVATED SOIL FROM ENTERING THE WATERBODY. ALL EXCAVATED MATERIAL SHALL BE RETAINED AT THE PROJECT SITE ABOVE THE REACH OF HIGH WATER OR BEHIND THE COMPLETED WALL. 5. BULKHEAD / STRUCTURE BACKFILL — BULKHEAD CONSTRUCTION ABBREVIATIONS SHALL BE COMPETED PRIOR TO PLACEMENT OF FILL MATERIAL CL CENTER LINE BEHIND SUCH STRUCTURE. 6. NOT USED. 0 DIAMETER MATERIAL(S): EL. ELEVATION 1 MATERIALS THAT ARE STORED ON SITE SHALL BE STORED IN EMBED. EMBEDMENT ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND LOCATED IN AN AREA THAT IS PROTECTED TO PREVENT ACCIDENTS, EXIST. EXISTING DAMAGE, AND ANY ADVERSE ENVIRONMENTAL EFFECTS. DAMAGED FND FOUNDATION MATERIALS SHALL BE PROMPTLY REPORTED TO THE AUTHORITY AND THE ENGINEER. DAMAGED MATERIALS SHALL BE REMEDIED BY THE HDG. HOT DIPPED GALVANIZED CONTRACTOR AT THE CONTRACTORS SOLE EXPENSE AND IN MHHW MEAN HIGHER HIGH WATER ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. TIMBER: ALL TIMBER TO BE TROPICAL HARDWOOD OR COMPOSITE AS MHWS MEAN HIGH WATER SPRING APPROVED BY ENGINEER AND PROJECT AUTHORITY. MIN. MINIMUM 3. VINYL SHEET PIES — SHEET PIES SHALL BE FABRICATED BY A MANUFACTURER APPROVED, IN WRITING, BY THE AUTHORITY OR MLLW MEAN LOWER LOW WATER ENGINEER, A PROVIDE A MINIMUM MODULUS OF ELASTICITY OF MLW MEAN LOW WATER h I MSL MEAN SEA LEVEL I N/A NOT APPLICABLE 1 N.T S. NOT TO SCALE i JAN 2 4 2020 PL PLATE PLA. PLACE(S) s i ; TOP OF DRAWINGS ISSUED FOR: TREAT. TREATMENT C 0 N S T R U C T 1 0 N TYP. TYPICAL SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION NSA •- • ' ■ • • • PREPARED FOR S DRAWN BY DATE 486 SUNRISE HIGHWAY, SUITE 102 MS SUSAN BRIENZA GORDON ROCKVILLE CENTRE, NEW YORK 11570 LOCATED AT 11-04-19 CHECKED BY 1240 LATHAM LANE REVISION N0. SHEET 2 e, 1 2 sxttr(s) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A GENERAL NOTES z O o o' --- --- -— - --- -- -- - --- -- -- - ------ 11 w ~ 1. - I U Z of z 3 of I t o U t l I I t i � •i Oyster I ' Pond Reef ! I PROJECT I:t .. Pointe ` ! Mulford L®CATI®IV N _ 1 �_ .. `N SEA OR se m: �'o: I Petlys SPIN O 25 i iernt]EDoint ®a�ienIt _ ~ 'LOng,lsIan d I i MAIHeo :Orient I Beach 5 4— Oardiners '�� i' 1' ,. - "Y I~` I`i-'"yi I=• 1 (-`���� I Bay I Eag(e } - -- l- - - ' ' I r' J Eagles Neck F I. — " Point ? ;. . i __—=— '%- - - O Paint. /. QL : `Orient i- Lary i•, 7,Beach i 9 ti`.� $eaclt JAN 2 4 -� ' 2020 LU LAT:LAT: +41.1599 r, t- �I i cc LONG: -72.2550 vj = �, _w.... _' 1 - d LONG ISLAND SOUNDGardtmers - ,� — -- - --'` REF: ORIENT-PLUM ISLAND QUADRANGLE NY-CT 7.5 MINUTE SERIESt -"�""- `'`r=F ��` �Q PROF S VICINITY MAP NTS SHEET NO. PROJECT NO. PROJECT SCALE P19012100 EROSION PROTECTION N/A •- n- - . • • DRAWN BY PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 SK-3 K®3 MS SUSAN LOCATED GORDON '� LOCATED AT 11-04-19 ROCKVIl.LE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 3 a 12 sxFEr(s) ANA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A VICINITY MAP z O F- U- LA - UN cn O REPUTED PROPERTY OF 6' • ;, +�' o U LISAMARIE CASEY "` y (1370 LATHAM LN) '. k� a �_r [� 5 J \ ...yam►.. lw-Wv- 4 * 2 fi •wJ 4 z` REPUTED PROPERTY OF IOANNIS JOHN DANIAS (1090 LATHAM LN) O� �iEW W z PROJECT MAP NTS 852 P� I FrFNn• pROFESS��� 4 PHOTO LOCATION SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION N/A Waterfront PREPARED FOR SK4 DRAWN MS.SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET JL=4 OF 2 MI(s) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A PROJECT MAP z I o �- � REPUTED PROPERTY OF LISAMARIE CASEY ®I I vl Iw (1370 LATHAM LN) Iy I o PROPERTY BOUNDARYLn cn 0 z w 0 \ Q oU 70\ 0-4 w w \ w II EXIST. ARMOUR STONE /I O I / w \ \ \ EXIST. VEGETATION w 0 // \\\ \ \ \ COASTAL EROSION �0 HAZARD LINE- / w III O \ w w \ / I / I EXIST. STONE BEACH 1 \ 'BA NK CREST I II1 �J EXIST. RESIDENTIAL STRUCTURE 10 X70 I1 II EXIST. ARMOUR STONE EXIST. DRY STACKED BLOCK WALL III EXIST TIMBER STAIRS ®� NEcr ®� Lu JAN 2 4 2020 ;i / ROCK WALL =2 085'L� e�P PROPERTY J \ OFESS�® BOUNDARY I I _ I RTY OF PEND. REPUTED OANN S JOHNEDANIAS -� PLAN (XX) BULKHEAD SEGMENT LENGTH (1090 LATHAM LN) EXIST. FACILITY SCALE.1"=30'-O" SHEET N0. PROJECT N0. PROJECT SCALE Rising Tide Waterfront S'olution& P190121.00 EROSION PROTECTION 1"=30'-O" PREPARED FOR S 5 DRAWN BY DATE 486 SUNRISE HIGHWAY, SUITE 102 _ MS SUSAN LE GORDON ROCKVILLE CENTRE, NEW YORK 11570 m LOCATED AAT T it-04-19 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 5 - 2 sxar(s) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A EXIST.FACILITY PLAN ' z I Q + ® I ! I F- + 0 Ln(f---REPUTED PROPERTY OF ,W W I W I I �� g o LISAMARIE CASEY BANK CREST (1370 LATHAM LN) 1 Iv \ w w o PROPERTY / W I I co BOUNDARY Z EXIST. & PROPOSED ARMOUR STONE ¢ Q Ln I 70Ao\ AP�PR �E�p ®y w \ \ \\ 0 I EXIST. ARMOUR STONE W ° :BoARD OF T S \\ N I i I (RELOCATE ALONG WALL) 'O, 0 SOT 61ST. VE ETATION wl / - - TECTED) W I NO! PA'�-' COAST EROSION / gg �o H ARD LINE S\0 EXIST STONE BEACH �- \ STORAGE OF EQUIPMENT/MATERIAL ir� w $„<kl IS PROHIBITED .I5 (DIST. TO MI W 62 3(1) / (DIST. TO ZEXISTI W M�W) A t \ W \ 39'_4(1) (DIST TO MHw S3-0. X70 as l S) Ol \ \ I� EXIST. ARMOUR STONE (RELOCATE) EXIST. TIMBER STAIRS I \ I (REMOVE & REPLACE) FLANK WALL (TYP. BOTH SIDES) `-_EXIST:-DRIVEWAYEXIST. DRY STACKED T ' / (CONTRACTOR STORAGE AREA) \\ 2) I BLOCK WALL (REMOVE) .. OC l- ROCK WALL (REMAIN IN PLACE) A,N-2 n 0 0 - I- 58'-9°(t) 7g� 0852lb� ? I PROPERTY BOUNDARY - I I ®FESS LEGEND:I I I (XX) BULKHEAD`SEGMENT,-LENGTH -REPUTED PROPERTY OF PLAN IOANNIS JOHN DANIAS -SP- SILT PROTECTION (1090 LATHAM LN) PROPOSED FACILITY SCALE-1"=30'-0" SHEET NO. PROJECT NO. PROJECT SCALE EROSION PROTECTION o- Waterfront Solutions PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 S DRAWN BY MS SUSAN BRIENZA GORDON � LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 6 2 s�r(s1 ANA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY IL A PROPOSED FACILITY PLAN z O U 0 0 La V) zZ z_ � O Ofa DISTANCE TO COSTAL EROSION LINE DISTANCE TO COSTAL EROSION LINE c U VARIES FROM 0'-0" TO 21'-10" VARIES FROM 0'-0" TO 10'-2" DISTANCE TO MLW VARIES DISTANCE TO STRUCTURE 62'-3" TO 73'-4"(t) VARIES SEE PROPOSED PLAN DISTANCE TO MHW VARIES 4'-0"(t) 42'-1" TO 53'-0"(t) LIMIT OF EXCAVATION DISTANCE TO SHW VARIES 39'-2" TO 50'-0"(t) EXIST. GRASS (TO BE RESTORED) PROPOSED ADJACENT GRADE T WALL VARIES EL. +7.2 TO +12.3 TIMBER STRAP N 3x3x3, 3-TON REPLACE EXCAVATED FILL HAY BALE 0ARMOUR STONE (SEE NOTE) ?TIMBER WALE I � II ; w r--I >- BEACH VARIES EXCAVATION Z EL. +5.6 TO +9.1 LIMITS) -- I I EXIST. BEACH I I PROPOSED SHEET PILE (MIN. EMBED.=4'-0") NOTE: ARMOUR STONE DIMENSIONS MAY VARY I I ca ® ,q II z A SECTION JAN 2 4 2020 j SCALE 1"— ALL ELEVATIONS IN NAVD 88 SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION 1'=2'-6' 7777 ® •PREPARED FOR S��� DRAWN BY DATE WAY, SUITE 102MS.SUSAN BRIENZA GORDONLOCATED AT 11-04-19 NEW YORK 11570CHECKED BY 1240 LATHAM LANE REVISION NO.7 oc 2 sx¢t(s) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A DETAILS(1 OF 2) z 0 U 0 w � 0 w � N 78'-4"(t) Z Z BANK CREST 3: 0 DISTANCE TO MLW < 54'-4"(t) U DISTANCE TO MHW DISTANCE TO COSTAL EROSION LINE 50'-10"(t) VARIES FROM 14'-9" TO 21'-10" DISTANCE TO SHW IN-SITU VEGETATION (I.E. BUSHES & SMALL TREES (TO BE PROTECTED) HAY BALE V')/ IP T/BANK CREST EL +7.2 a . 300, 3-TON ARMOUR STONE (SEE NOTE) HAY BALE OF N _^ - m z NOTE: ARMOUR STONE DIMENSIONS MAY VARY ° cp SECTION SCALE 1"=2'-6" JAN 2 4 2020 ALL ELEVATIONS IN NAVD 88 SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION 1"=2'-6" RisinTide - ont Solutions BY PREPARED FOR DRAWN DATE 486 SUNRISE HIGHWAY, SUITE 102 SK-8 JM( LOCATMS.SUSAN LATED AT E AT GORDON 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET $ eeL 2 sx[q) L A A ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A BULKHEAD SECTION&DETAILS(2 OF 2) z O TIMBER WALE ~ U %4"O HDG. BOLT 6� D it W/ HDG. WASHER o II SHEET PILE o. U H- M U] L TIMBER FRONT STRAP V z UPPER AND LOWER WALE z 3: O NOTE- NOTCH PILE AS REQUIRED TO ATTACH TIMBER STRAP(S). MIN. PILE WIDTH=O'-6" o U 8-kP1'—L—EFASTENt­R(S)TAIL NTS 2'-0" (LAP LENGTH) TIMBER TOP WALE TIMBER WALE t6d HDG. NAIL SHEET PILE (TYP. 2 PLA.) cy (2) HDG. NAIL :I (TYP. 4 PLA.) I HDG. BOLT SHEET PILE HDG. BOLT W//`WASHER- I (TYP. 2 PLA.) TIMBER FRONT STRAP SCARF JOINT TIMBER STRAP (TYP. BOTH SIDES) PLAN C JOINT ®ETAIL ELEVATION A TYP SCARF JOINT NTS fib" HDG. LAG BOLT (LEN.=4") TIMBER WALE W/ HDG. WASHER (TYP. EVERY SHEET) OF, N,6 C-4 m SHEET PILE a 08 5256 ®'SFS S 9NP`�' TIMBER STRAP J I SHEET PILE TO WALE NOTE: CONTRACTOR MAY USE SCARF JOINT(S) IN LIEU OF LAP JOINT(S) AT LOWER WALES. ®ETAIL f 1�1 �' ' TYP ._ ' MISCELLANEOUSCONNECTION(S) NTs1i1�; j I JA N 2 4 2020 SHEET NO. PROJECT N0. PROJECT SCALE Rising P190121.00 EROSION PROTECTION NTS Tide r • • PREPARED FOR SK9 DRAWN BY DATE 486 SUNRISE HIGHWAY, SUITE 102 MS SUSAN LOCATED AT AT GORDON 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 m LOCAT CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET -L of 12 mms) ANA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A BULKHEAD CONNECTION DETAILS z 0 I- 0 0 w D' 0 w � N N (n C7 7- z Z 3: 0 Q o 0 8" TIMBER WALE TIMBER WALE (TYP. 2 PLA.) 2" CL %"0 HDG TIMBER BOLT TIMBER STRAP I W/ HDG OGEE WASHER (TOP WALE ONLY) (TYP. 2 PLA.) SHEET PILE II II 5/8"0 HDG. CORNER ROD II II (TOP WALE/FLANK WALL ONLY) II II II II � HDG. THREADED COUPLING (FLANK WALL ONLY - SEE NOTE) SECTION SEE PLAN FOR ANGLE HDG. FASTENER " II 4X4X% HDG ANGLE - (LEN.=O'-6") - SEE DETAIL (Tl P AT STRAP) II %"0 HDG. TIMBER BOLT DETAIL W/ HDG. OGEE WASHER (2 PLA. I TOP AND BOTTOM) PLAN ®ETAIL TYP BULKHEAD TYPE 1 CORNER NTS. NOTE: SUBMIT SPECIFICATION OF COUPLING FOR REVIEW AND APPROVAL BY AUTHORITY PRIOR TO PURCHASE OF MATERIAL(S). ® SNE A Ij --r-- -i, ;'nn LLu f,'-�+�� it - - i I JAN 2 4 2020 ®p 08525 _F 0 ROFESS1 SHEET N0. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION •' • • • N.T.S. DRAWN BY PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 SK-10 MS SUSAN BRIENZA GORDON ROCKVILLE CENTRE, NEW YORK 11570 JWK LOCATED AT 11-04-19 CHECKED BY 1240 LATHAM LANE REVISIO—NN 0. SHEET 1 2 x(81 AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A BULKHEAD CORNER DETAILS z 0 I-- U 0 w O' 0 w � Ln cf) TIMBER U z RAIL CAP N z I ih U! U 7" T/WALL VARIES EL. +7.2 TO +12.3 4X4 TIMBER POST RISER co TIMBER (�) %a" PROPOSED SEAWALL j (3) 2X12 TIMBER STRINGER(S) BEACH VARIES 11 z" TIMBER TREAD(S) EL. +5.6 TO +9.1 INOTE: ALL TIMBER TO BE UNTREATED OR COMPOSITE AS APPROVED BY ENGINEER OR PROJECT AUTHORITY. 8TAITRSCI®IVV izi 525 u JAN 2 4 2020ssIoNati``� 13 SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION 1`=2'-0" e •— — o • PREPARED FOR SK-11 DRAWN BY MS SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY YORK 11570 '� LOCATED AT 11-04-19 ROCKVILLE CENTRE, CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET as 2 sH�(s) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A STAIR DETAILS i FILTER FABRIC (TIE TO WIRE FENCING) 14 GAUGE WIRE FENCING (2X4 HIGH MAX OPENINGS) 2X2 TIMBER POST OR STEEL ANGLES HAY BALEF STAKE CUT SLOPE OR NEW (AS APPROVED BY ENGINEER) EMBANKMENT OR EDGE OF M PAVEMENT (SLOPE VARIES) FLOW EXISTING GROUND EXISTING SOIL 1'-0" (MIN.) TIMBER STAKES --i i FLOW SURFACE 1-6 MIN STEEL ANGLE FILTER FABRIC TO BE BURIED I IN 6X6 BACKFILLED EARTH 8--qITA'L DETAIL SILT FENCE SCALE r=s'-o" TYP HAYBAL E/STRAW BALE SCALE 1"=5'-W'- 2X4 TIMBER STRAP 2X4 WEIR (LEN.= 2'-0" MAX) (ATTACH TO WIRE MESH) SAND BAG0 F Al SAND BAG ��� EXISTING/PROPOSED ROADWAY CONE CD q ROAD ELEVATION 2X4 TIMBER SPACER 6X6 WIRE MESHm Z ATTACHED TO GRATE ON 3 SIDES GEOTEXTILE MATERIAL EXISTING/PROPOSED Q D TYP DETAIL BASIN ,090 8s2�5 I�,�� SILT PROTECTION FOR SURFACE INLET DRAINAGE SCALE 1"=S'-0" FFSSIOI���' 2X4 TIMBER STRAP 2X4 WEIR (LEN.= 2'-O" MAX) (ATTACH TO WIRE MESH) SAND BAG SAND BAG, PLACE TO MINIMIZE TEMPORARY SOIL & EROSION CONTROL NOTES; INTERRUPTION IN GUTTER FLOW ROADWAY CONE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOIL EXISTING/PROPOSED EROSION AND SEDIMENT CONTROL MEASURES. ROAD ELEVATION 6X6 WIRE MESH CONTRACTOR SHALL SUBMIT SOIL EROSION AND W/ GEOTEXTILE MATERIAL SEDIMENT CONTROL PLAN TO THE ENGINEER FOR SUMP AREA CATCH BASIN INLET OPENING REVIEW AND APPROVAL PRIOR TO THE START OF (SANDBAG UNDER BOTTOM PLATE) CONSTRUCTION. EXISTING/PROPOSE 2. CONTRACTOR SHALL PREVENT CONTAMINATION OF CATCH BASIN THE WATERWAY BY SILT, SEDIMENT FUELS, SOLVENTS, LUBRICANTS, EPDXY COATINGS, CONCRETE LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED DETAIL WITH THE PROPOSED CONSTRUCTION. TYP SILT PROTECTION FOR CURB INLET DRAINAGE SCALE 1"=5'-0" 3. ERODED SOIL SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES, OR WATERCOURSES (SEE TYPICAL DETAILS). TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL MEASURES DETAILED IN THE PLANS SHALL BE CONSIDERED AS THE MINIMUM REQUIRED. GRATE 4. ALL SOIL AND EROSION AND SEDIMENT CONTROL INSERT INTO FILTER BAG PER MEASURES SHALL BE PLACED PRIOR TO STARTING MANUFACTURE'S INSTRUCTION FRAME SURFACE INLET ANY CONSTRUCTION WORK AND SHALL REMAIN IN STRUCTURE PLACE UNTIL SLOPES ARE STABILIZED WITH SEEDING -- AND/OR OTHER SLOPE PROTECTION. 5. MAINTENANCE OF TEMPORARY SOIL EROSION AND _ WATER POLLUTION CONTROL DEVICES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND PAID FOR UNDER THE GENERAL CONDITIONS OF THE a' CONTRACT. 1L JAN 2 4 2020 i ' 6. CONTRACTOR SHALL PREVENT WET OR FRESH - CONCRETE, LEACHATE OR WASHINGS FROM CONCRETE TRUCKS, MIXER, OR OTHER DEVICES SHALL BE SEDIMENT FILTER BAG ALLOWED TO ESCAPE INTO THE DRAINAGE SYSTEM, (AS APPROVED BY ENGINEER) WETLANDS OR NEARBY WATERS. TYPDETAIL- VV -•- _�--�____.�_w SILT PROTECTION FOR SURFACE INLET DRAINAGE SCALE 1"=5'-O" DRAWINGS ISSUED FOR: C 0 N S T R U C T 1 0 N SHEET N0. PROJECT N0. PROJECT SCALE P190121.00 EROSION PROTECTION 1'=5'-0' Tide Wateifront Solutions DRAWN BY PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 SK-12 M5.SUSAN CAE AT GORDON '� LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 12 � 12 SKMT(S) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A SILT PROTECTION DETAILS Glenn Goldsmith,President �q SQ(/j� Town Hall Annex Michael J.Domino,Vice-President ,`O ��� 54375 16ute 25 P.O.Box 1179 John M.Bredemeyer III [ l Southold,New York 11971- A.Nicholas Krupski G Q Telephone(631)765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 20, 2020 Stephanie M. Dornemann Rising Tide Waterfront Solutions 80 Killians Road, Suite 280 'Massapequa, NY 11758 RE:-- ENVIRONMENTAL DECLARATION OF SIGNIFICANCE PURSUANT TO NEW YORK STATE ENVIRONMENTAL QUALITY REVIEW ACT NY,CCR PART 617 BRIENZA FAMILY LIMITED PARTNERSHIP 1240 LATHAM LANE, ORIENT SCTM# 1000-15-9-1.5 Dear Ms. Dornemann: The Southold Town Board of Trustees adopted the following Resolution at a meeting held on Wednesday, August 19, 2020: 1. DESCRIPTION OF ACTION Rising Tide Waterfront Solutions on behalf of BRIENZA FAMILY LIMITED PARTNERSHIP requests a Wetland Permit and a Coastal Erosion Permit to construct 132 linear feet of composite retaining wall including a 12' return at each end within the area adjacent to tidal waters landward of the mean high water elevation; relocate and,install armor stone for wave and scour protection along seaward face of the proposed wall and along the existing vegetated slope for a total of 235 linear feet of stone armoring; and to replace the existing damaged timber stairs to beach with new 5' wide timber stairs. Located: 1240 Latham Lane, Orient. SCTM#-1000-15-9-1.5 S.E.Q.R.A. NEGATIVE DECLARATION OF ENVIRONMENTAL SIGNIFICANCE: WHEREAS, the Southold Town Board of Trustees are familiar with this project having visited the March 11, 2020, and having considered the survey of property by Nathan Taft Corwin III Land Surveyor last dated February 13, 2019, and having considered the plans for this proposed project submitted by Rising Tide Waterfront Solutions dated November 4, 2019 at the Trustee's August 17, 2020 work session, and; Page 1 of 2 P WHEREAS, on August 19, 2020 the Southold Town Board of Trustees declared itself Lead Agency pursuant to S.E.Q.R.A.; and, WHEREAS, on August 19, 2020 the Southold Town Board of Trustees classified the application as an unlisted action pursuant to S.E.Q.R.A.; and, WHEREAS, in reviewing site plan submitted by Rising Tide Waterfront Solutions dated November 4, 2019 it has been determined by the Board of Trustees that all potentially significant environmental concerns have been addressed as noted herein: • Vegetative, non-structural measures are not capable of stabilizing the erosion of the bank alone. • Protection of the bank using hardened structures including rock revetments is necessary. • As time progresses, continued soil loss at the bank may lead to habitat degradation and bank instability. • A site inspection by the Southold Town Board of Trustees recognized erosion on this property and the need for a bank stabilization/erosion control plan. THEREFORE, according to the foregoing, the Southold Town Board of Trustees Approve and Authorize the preparation of a Notice of Negative Declaration pursuant to SEQRA for the aforementioned project. Very truly yours, Genn Goldsmith, President - Board of Trustees GG/dd J Page 2 of 2 ��S,aFFO(1-co Glenn Goldsmith, President ��° Gy Town Hall Annex Michael--J.Domino , Vice-Presidentti = 54375 Route 25 John M. Bredemeyer, III o P.O. Box 1179 A Nicholas Krupski A ao� Southold, NY 11:9.71-- Greg Williams �l 'Y' Telephone (631) 765-1892 - Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: BRIENZA,FAMILY c/o RISING TIDE WATERFRONT SOLUTIONS Please be advised that your application dated January 24, 2020 has been reviewed by this Board at the regular meeting of August 19, 2020 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) '/Constructed ($50.00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) xx 30-Year Maintenance Agreement (complete,original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President QF S0UTTown Hall Annex 0 Michael J.Domino,Vice-President ,`O• • l0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� �� Fax(631) 765-6641 �yCOUNrT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30 YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I-(We) =BRIENZA'FAMILY LIMITED PARTNERSHIP The,owners of record.of property at: 1240 LATHAM LANE, ORIENT SCTM#: 1000-15-9-1.5 - in applying for a Coastal Erosion,Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: construct 132 linear feet of composite retaining-wall including a 12' return at each end within the area adjacent to tidal waters landward of the mean high water elevation: relocate and install armor stoneJor wave and scour.protection,along seaward face of the proposed wall and along the ex'istina vegetated slope fora total of 235 linear feet of stone armoring; as shown on the attached licensed survey grid%off-site plan for the"-approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure.Any maintenance which involves more than 50%of the length of this structure requires approval of the Board of Trustees.We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource features. Notarized signature of owner of record Sworn to before me this day of August, 2020. Notary Public This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval'of the administrator. Glenn Goldsmith,President :oaf satrp�® Town Hall Annex Michael J.Domino,Vice-President O �� 54375 Route 25 John M.Bredemeyer III P.Q.Box 1179 R Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (We) BRIENZ4 FAMILY LIMITED PARTNERSHIP The owners of record of property at: 1240 LATHAM LANE. ORIENT SCTM#: 1000-15-9-1.5 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: construct 132 linear feet of composite retaining wall including a 12'return at each end within the area adiaceht to tidal waters landward of the mean high water elevation:relocate and install armor stone for wave and scour protection along seaward face of the proposed wall and along the existing vegetated scope for a total of 235 linear feet of stone armoring; as shown on the attached licensed survey and/or site plan for the approved structure. It is mylour 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. t ized sigi Wture of o rcord Sworn to before me this I 011"I day of t 2020. DAWN VEIT NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 VE6181614 I Qualified in Nassau County Notary Public Uommission Expires Feb.4,2024 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. o��gUFru�,f�oG Glenn Goldsmith, President Town Hall Annex Michael J. Domino , Vice-President 54375 Route 25 John M. Bredemeyer, III o P.O. Box 1179 A Nicholas Krupski 11*1 ao� Southold, NY 11971 Greg Williams �_' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: BRIENZA FAMILY c/o RISING TIDE WATERFRONT SOLUTIONS Please be advised that your application dated January 24 2020_ has been reviewed by this Board at the regular meeting of August 19 2020 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1 St Day of Construction ($50.00) '/2 Constructed ($50.00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) xx 30-Year Maintenance Agreement(complete original form enclosed and submit to Board of Trustees Office) The Permittee is required,to provide evidence that the.non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed ofthe subject parcel. Such evidence shall be provided within ninety (90).calendar days of issuance of this permit.- Permit fees are now-due. Please make check or money order payable to Town of Southold. The fee is computed belowaccording to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: L FEES DUE: $ 50.00 .� TOTAL I t 2.�1 BY: Glenn Goldsmith, President Board of Trustees Rising Tide Waterfront Solutions 10 September 2020 DATE E V E H E ! �� Town of Southold Attn: Ms. Elizabeth Cantrell 54375 Main Road SEP 14 2020 PO Box 1179 Southold, New York 11971 Southold Town Re: Final Permit Requirements Erosion Protection(Gordon Property) I Board d Trustees 1240 Latham Lane,Orient,New York,11957 Rising Tide Waterfront Solutions—An Engineering Company(Rising Tide) is retained as the Agent to the Applicant for the below local permit application. As such, Rising Tide Waterfront Solutions has prepared the following response to the received request(s)for additional information,which are attached to this letter. It is the intent of the Applicant to: CONSTRUCT 132 LF OF RETAINING WALL, INCLUDING RETURNS, WITHIN THE AREA ADJACENT TO TIDAL WATERS LANDWARD OF THE MEAN HIGH WATER SPRING (SPRING HIGH WATER) ELEVATION. RELOCATE AND INSTALL ARMOUR STONE FOR WAVE AND SCOUR PROTECTION ALONG THE SEAWARD FACE TO THE PROPOSED WALL AND EXISTING VEGETATED SLOPE. REPLACE EXISTING DAMAGED TIMBER STAIRS. TOWN OF SOUTHOLD I WETLAND&CEHA PERMIT APPLICATION (GORDON PROPERTY) 1. Please send in final inspection fee of$50.00 Response:Please see the enclosed check to satisfy this request. 2. Please submit 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office). Response:Please find the enclosed executed 30-Year Maintenance Agreement to satisfy this request. 3. What is the approximate total length of the proposed stone armoring that will go along both the retaining wall and vegetated slope? Response:The approximate total length of the proposed stone is 235 linear feet. Please feel free to contact us with any additional questions regarding the proposed actions by electronic mail addressed to permits@rt-ws.com or telephone at(516)595-3483. Kindest Re ds, ising ide W terfront Solutions—lin Engineering Company, PLLC; anie M.Dornemann Permit Administrator ',+r.� 4'��R�,:.t$ " . `;d,- '�'. .'y,,,,.• ., .,r; -, r.kn�, en, ,-r�,� .. ,s�,y,�3�'�--1. �;....>� �.�^' ` 3�, S�FFOi��,_' Glenn Goldsmith, ident 1Q C Town Hall Annex Michael J. D&mmo f� �,�` 54375 Route 25 John M. Bredemeyer IIIy P.O. Box 1179 A.Nicholas Krupski ® Southold,NY 11971 Greg Williams , p! ( Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD l Date/Time: 3 1 Completed in field by: / Rising Tide Waterfront Solutions on behalf of BRIENZA FAMILY LIMITED PARTNERSHIP requests a Wetland Permit and a Coastal Erosion Permit to construct 132 linear feet of composite retaining wall including a 12' return at each end within the area adjacent to tidal waters landward of the mean high water elevation; relocate and install armor stone for wave and scour protection along seaward face of the proposed wall and along the existing vegetated slope.for a total of 235 linear feet of stone armoring; and to replace the existing damaged timber stairs to beach with new 5' wide timber stairs. Located: 1240 Latham Lane, Orient. SCTM# 1000-15-9-1.5 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N eo Ch. 275 " Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Surveys 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: 31) I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: /J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other SURVEY OF LOT 5 MAP OF LAND'S END FILE No 5909 FILED MAY 3, 1973 SITUATE \\ 'o. ORIENT POINT N, TOWN OF SOUTHOLD ro SUFFOLK COUNTY, NEW YORK N \\ S.0 TAX No. 1000-15-09-1 5 \ SCALE 1"=20' NOVEMBER 24, 1997 \ MARCH 1, 2000 REVISED HOUSE FOOTPRINT \ \ \ SEPTEMBER 11, 2000 FOUNDATION LOCATION \ \\\ \\ \ JULY 11, 2001 FINAL SURVEY \ i\\ `\ N, \ FEBRUARY 13, 2019 UPDATE SURVEY AT REAR OF HOUSE TO WATER \\ \\ \\ \\ \ \ O AREA = 41,701 sq ft (TO TIE LINE) 0 957 OC 6 \ CERTIFIED TO CHARLES BRIENZA \ BARBARA BRIENZA °' `�� I \ ♦ \ \ \ v�1 NOTES 1 ELEVATIONS ARE REFERENCED TO N A V D 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS XX-X EXISTING CONTOUR LINES ARE SHOWN THUS xx-------xx EFL— -FLOOR GR - GARAGE—F ( 4 \ �oQ9�@,\♦ NI \ITB .1 El BG READ weoorrtM O CEouucHD ------'eerf '- –x--J –_`–` Or \A- Til 7H �Rg S 88 57.40" E 20000' R=2200p' _ � � cf \O\\\ \\ \\ \ I v xJ\\\\ �ec7grc 1 ,,,rte w mG 6 r �4 AF 6E� .. p0�00.NEWx, , �/ • sARfD �Ty'J h .�,�J �T�c r.z\\ _ IS- r I •• . � -44 Q 0 `0 5ti N� 5 Q MR SUCH USE SE R E NEW.DRH STATEN ND inrvTHE'oe�s iuA riANDne S'—AS ES—SHE JAN 2 4 2020 LNJr Q NYS L., No 50467 { TO TRIS g rs AA-G Dol°°° Nathan Taft Corwin III 6TATE 6 "°un°`='° ENEW.�x Land Surveyor E InFa1 NGm E A6O�o TOSE4UINS TRUE,CORYT B CEAnFIDRONS IN ON I Wg MES Run Successor To Stanley J 1,,ppn,Jr LS IT OO "T'S c Joseph A Ingegno L S ML[mua PX ON M Gtle Surveys—SMbdins,ons— St,plans— COIIAtr je Layout LENSING—TUTI.N I.—ME#ON�`AND O i1.=ZIOnS 11 No(IkmANSFERAELE PHONE(631)727-2090 Fax(631)727-1727 ME EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED Ai MAILING ADDRESS AN EASEMENTS OF RECORD IF 1566 Mom Road 1011,16 ANY NOT SHOWN ARE NOT GUARANTEED J.—D.rt New York 11947 JGmespOrt New York 11947 r z EPROTECTIONo � , 1240 LATHAM LANE JAN 2 4 2020 r ORIENT, NY 11957 ul NOVEMBER 2019 z z af LOCATION MAP PROJECT INFORMATION REVISION(S) LOCATION A: ISSUED FOR CONSTRUCTION 11-04-19 PRIVATE RESIDENCE OF MS. SUSAN BRIENZA GORDON, N 1240 LATHAM LANE, IN THE HAMLET OF ORIENT, SUFFOLK COUNTY, NEW YORK ALONG LONG ISLAND SOUND. PROJECT NOTIFICATION COMMENCEMENT NOTIFICATION TO REGULATORY AGENCY SHALL BE SUBMITTED, AS REQUIRED, BY SELECTED PROJECT CONTRACTOR PRIOR TO THE START OF WORK. o� L TION: - '"" GENERAL CONTACT INFORMATION RISING TIDE WATERFRONT SOLUTIONS, PLLC A, E. •'�, ''� 486 SUNRISE HIGHWAY, SUITE 102 ROCKVILLE CENTRE, NY 11570 PHONE: 516-595-3483 1 4 EMAIL: CONTACT@RT—WS.COM DEFINITION(S) SKETCH INDEX AUTHORITY: MS. SUSAN BRIENZA GORDON SK-1 TITLE SHEET & LOCATION MAP ENGINEER: RISING TIDE WATERFRONT SOLUTIONS, PLLC SK-2 GENERAL NOTES - -^ CONTRACTOR: TO BE DETERMINED SK-3 VICINITY MAP e SK-4 PROJECT MAP �a '' SK-5 EXIST. FACILITY PLAN SK-6 PROPOSED FACILITY PLAN LAT: +41.1599 SK-7 BULKHEAD SECTION & DETAILS (1 OF 2) LONG: —72.2550 LONG ISLAND SOUND �� SK-8 BULKHEAD SECTION & DETAILS (2 OF 2) REF: ORIENT—PLUM ISLAND QUADRANGLE ®� SK-9 BULKHEAD CONNECTION DETAILS NY—CT 7.5 MINUTE SERIES e``'(o A � SK-10 BULKHEAD CORNER DETAILS SK-11 STAIR DETAILS CO3 SK-12 SILT PROTECTION DETAILS TIDAL CHART ELEVATION(S) POSITION MLW NAVD88 DESCRIPTION C°J SHW +3.2 +1.4 SPRING HIGH WATER MHHW +3.0 +1.2 MEAN HIGHER HIGH WATER MHW +2.7 +0.9 MEAN HIGH WATER ���ROFES�`�� MSL +15 —0.3 MEAN SEA LEVEL MLW 10.0 —1.8 MEAN LOW WATER MLLW —0.2 —2.0 p��MEAN LOWER LOW WATER PROJECT DESCRIPTION CONSTRUCT 132 LF OF RETAINING WALL, INCLUDING RETURNS, WITHIN THE AREA ADJACENT TO TIDAL WATERS LANDWARD OF THE MEAN HIGH WATER SPRING (SPRING HIGH WATER) ELEVATION. RELOCATE AND INSTALL ARMOUR STONE FOR WAVE AND SCOUR PROTECTION ALONG THE SEAWARD FACE OF THE PROPOSED WALL AND EXISTING VEGETATED SLOPE. REPLACE EXISTING DAMAGED TIMBER STAIRS. SHEEP NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION N/A • •- • ►• • PREPARED FOR S DRAWN BY MS SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 JWK LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET � '2 mMs) A<dA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A TITLE SHEET&LOCATION MAP GENERAL NOTE(S): 380-KSI. 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS, METHODS, A. SHEET PILING SHALL BE DRIVEN TO DEPTH AS SHOWN IN THE AND SAFETY OF WORK CONTRACT DOCUMENTS. SHEETS DRIVEN TO A DEPTH, LESS 2. ALL WORK SHALL CONFORM TO ALL FEDERAL, STATE, COUNTY, OR THAN SPECIFIED MUST BE REPORTED TO THE ENGINEER, IN LOCAL CODES HAVING JURISDICTION OVER THE PROJECT LOCATION. WRITING. 3. ALL PROJECT WORK SHALL BE IN ACCORDANCE WITH THE B. SHEET PILING SHALL BE DRIVEN WITHIN 1-INCH PER 5-FEET IN CONTRACT DOCUMENTS OR AS DIRECTED BY THE AUTHORITY OR THE PLANE OF THE SHEET AND 3/8-INCH PER 1-FOOT THE ENGINEER. CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERPENDICULAR TO THE PLANE OF THE SHEET. ACTUAL SITE CONDITIONS AND SHALL BE RESPONSIBLE FOR 4 FASTENING HARDWARE - STEEL FOR TIMBER CONNECTIONS SHALL FURNISHING A COMPLETED PROJECT AS REPRESENTED IN THE BE HOT DIPPED GALVANIZED (HDG.), WITH COATING WEIGHT NOT CONTRACT DOCUMENTS LESS THAN 2-OUNCES PER 1-SQUARE FOOT, AFTER FABRICATION. 4. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF 5. FILL MATERIALS - MATERIAL CONSISTING OF ROCK, STONE, SLAG, EXISTING. THE CONTRACTOR SHALL PERFORM FIELD MEASUREMENTS COBBLES, OR GRAVEL FREE OF SHALE OR OTHER SOFT, POOR PRIOR TO CONSTRUCTION, FABRICATION, AND/OR PURCHASE OF DURABILITY PARTICLES AND UNSUITABLE MATERIALS. UNSUITABLE ANY MATERIAL. DISCOVERY OF INCONSISTENT SITE INFORMATION OR FILL SHALL COMPRISE ANY MATERIAL SO DESIGNATED BY THE CONDITIONS SHALL BE IMMEDIATELY CONVEYED TO THE AUTHORITY ENGINEER BECAUSE OF ITS TYPE, INABILITY TO BE PROPERLY AND THE ENGINEER PRIOR TO COMMENCING OR CONTINUING COMPACTED, OR LEVEL OF CONTAMINATION. CONSTRUCTION. CONFLICTS ARISING DUE TO THE LACK OF COORDINATION SHALL BE THE RESPONSIBILITY AND AT THE SOLE EXPENSE OF THE CONTRACTOR. PERMITS 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED REGULATORY, CONSTRUCTION AND/OR BUILDING PERMITS AND/OR CLEARANCES ARE SECURED PRIOR TO COMMENCING CONSTRUCTION. JkEw SITE ACCESS AND STAGING AREA(S) �� 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SECURITY AND JOB SAFETY. ALL CONSTRUCTION ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL & STATE REGULATIONS. COD j 0 2. THE PROJECT AREA SHALL BE KEPT, AT ALL TIMES, FREE OF DEBRIS AND EXCESS MATERIAL TO THE SATISFACTION OF THE AUTHORITY AND THE ENGINEER. cz ENVIRONMENTAL CONTROLS: 1. CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH adi ®85 2. THECONDITIONS FILL ONLY - ALL O OE WITHIN CLEL SHALL CONSIST OF CLEAN SAND, GRAVEL OR SOIL. ASPHALT, SLAG, FLY ASH, BROKEN CONCRETE OR DEMOLITION DEBRIS IS PROHIBITED. 3 CONTRACTOR SHALL NOT DISTURB PROTECTED BUFFER AREA OR AREAS PREVIOUSLY DESIGNATED TO REMAIN IN A NATURAL AND/OR UNDISTURBED STATE BY ANY ENVIRONMENTAL AGENCY. 4. BULKHEAD / STRUCTURE EXCAVATION - ALL BACKFILL SHALL BE EXCAVATED LANDWARD OF THE STRUCTURE AND RETAINED PRIOR TO ANY CONSTRUCTION OR REMOVAL OF THE BULKHEAD. CONTRACTOR SHALL PREVENT ALL EXCAVATED SOIL FROM ENTERING THE WATERBODY. ALL EXCAVATED MATERIAL SHALL BE RETAINED AT THE PROJECT SITE ABOVE THE REACH OF HIGH WATER OR BEHIND THE COMPLETED WALL. 5. BULKHEAD / STRUCTURE BACKFILL - BULKHEAD CONSTRUCTION ABBREVIATIONS SHALL BE COMPLETED PRIOR TO PLACEMENT OF FILL MATERIAL CL CENTER LINE BEHIND SUCH STRUCTURE. 6. NOT USED. 0 DIAMETER MATERIALS - EL. ELEVATION 1 MATERIALS THAT ARE STORED ON SITE SHALL BE STORED IN EMBED. EMBEDMENT ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND LOCATED IN AN AREA THAT IS PROTECTED TO PREVENT ACCIDENTS, EXIST. EXISTING DAMAGE, AND ANY ADVERSE ENVIRONMENTAL EFFECTS. DAMAGED FND FOUNDATION MATERIALS SHALL BE PROMPTLY REPORTED TO THE AUTHORITY AND THE ENGINEER. DAMAGED MATERIALS SHALL BE REMEDIED BY THE HOG. HOT DIPPED GALVANIZED CONTRACTOR AT THE CONTRACTORS SOLE EXPENSE AND IN MHHW MEAN HIGHER HIGH WATER ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. TIMBER: ALL TIMBER TO BE TROPICAL HARDWOOD OR COMPOSITE AS MHWS MEAN HIGH WATER SPRING APPROVED BY ENGINEER AND PROJECT AUTHORITY. MIN. MINIMUM 3. VINYL SHEET PILES - SHEET PILES SHALL BE FABRICATED BY A MANUFACTURER APPROVED, IN WRITING, BY THE AUTHORITY OR MLLW MEAN LOWER LOW WATER ENGINEER, A PROVIDE A MINIMUM MODULUS OF ELASTICITY OF - - MLW MEAN LOW WATER (_ MSL MEAN SEA LEVEL N/A NOT APPLICABLE N T.S. NOT TO SCALE J JAN 2 4 2020 PL PLATE PLA. PLACE(S) $ k I I T/ TOP OF DRAWINGS ISSUED FOR: R C 0 N S T R U C T N --9.�. �.__ _ .__ -n_, ---__f. TREAT. TREATMENT IYP. TYPICAL SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION N/A Risina d Waterfront o PREPARED FOR S DRAWN BY MS SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 Ly m LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 2 aF 12 !E s) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A GENERAL NOTES 0 N) U- o Uj :3 En cn z 0 CK C) C) Oyster Pond-.Reef I// 1 Orient - PROJ Poi6f'- LOCATION Mulford SEA DR Se Pettys e,;/ Bight Orifient int Lon I I S an A4AI14 Ro Orient Beach 11 --Te rq v _ --`z f � 5" � ter'c`�~::i 4 ';;/' + I --��Orient Gardiners `,j By 7— Eagle Point' %Eagles e w t 'Orient AlUj Lyng Beach GO JAN 2 4 ,Rau LLJ 20p LAT. +41.159 LONG: -72.2550 LONG ISLAND SOUND --Gardiners- 3 REF: ORIENT-PLUM ISLAND QUADRANGLE NY-CT 7.5 MINUTE SERIES OFES VICINITY MAP NTS SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION N/A PREPARED FOR DRAWN BY MS SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 SK-3 m LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET VICINITY MAP -3- F -L2- ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY IL ...L__]777771 Z O f— r U N r o � I N 0 1 C, z Q O REPUTED PROPERTY OF 6 o U LISAMARIE CASEY (1370 LATHAM LN) 4 3 R ' �{ >r 2 w♦ 4 1 , e � A �I REPUTED PROPERTY OF IOANNIS JOHN DANIAS (1090 LATHAM LN) 1r' ,tr 4. tiEw cr- * c Ms W Z PROJECT MAP 5 =� N.T S. $52 Q� LEGEND PROFESS�O� 4 PHOTO LOCATION SHEET NO. PROJECT NO. PROJECT SCALE P19012100 EROSION PROTECTION N/A PREPARED FOR SK-4 DRAWN BY MS.SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 4 OF 2 s�cc(s) AYA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A PROJECT MAP z Ij REPUTED PROPERTY OF LISAMARIE CASEY (1370 LATHAM LN) PROPERTYEn BOUNDARY 30 ,o\ o U g4 EXIST ARMOUR STONE W \\ EXIST. VEGETATION w \ \ \ COASTAL EROSION { III / I �� E �o HAZARD LINE I I O EXIST. STONE BEACH BANK CREST ZEXIST. RESIDENTIAL STRUCTURE \ 1/ I o s3�� �'o aI aEXIST.\ ARMOUR STONE / O 1 I \ `r I II I I I EXIST. DRY STACKED BLOCK WALL III r I I� 4D600 E EXIST. TIMBER STAIRSLU co Lu' JAN 2 4 2020 1,` ROCK WALL I �� 0852 I I 7OFES �� ® �� I I PROPERTY I BOUNDARY LEGEND REPUTED PROPERTY OF -� PLAN IOANNIS JOHN DANIAS (XX) BULKHEAD SEGMENT LENGTH (1090 LATHAM LN) EXIST. FACILITY SCALE.1"=30'-O" SHEET N0. PROJECT N0. PROJECT SCALE AsIng P190121O. EROSION PROTECTION 1"=30'-0' - DRAWN BY PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 SK-5 MS.SUSAN BRIENZA GORDON JWK LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION N0. SHEET 5 OF1 2 sums) NSA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A EXIST.FACILITY PLAN ' z i I o ® I I �W N I Q �-- REPUTED PROPERTY OF 1 i� W I wT f I I gg o LISAMARIE CASEY ® BANK CREST SII// (1370 LATHAM LN) v`\\� f v� v \/ I w PROPERTY �� / WI I N 1n BOUNDARY / w `�� — w cn u \w \ z z \ \ \ W \ W\ \ I EXIST. & PROPOSED ARMOUR STONE ¢ Q Ln I of 70 ® w � EXIST. ARMOUR STONE (RELOCATE ALONG WALL) _ \ \ EXIST. VEGETATION �I \ \ W \(TO BE PROTECTED) r"f \ COASTAL EROSION I �� 1PR0 \ ,o HAZARD LINE- �PSo EXIST. STONE BEACH 42 1 STORAGE OF EQUIPMENT/MATERIAL \ I 1�(t) IS PROHIBITED 's\ �\ \ •�5_'6 �l I (I)IST TO MHW (DIST EXIST. RESIDENTIAL w I I W \ � ® v. i // iT0 ML W) STRUCTURE 91 (DIST. TO v MHWS) 530, 70 I Is I EXIST. ARMOUR STONE / a 1 '5' '> I (RELOCATE) O) ZE r - I OC�C70 I EXIST. TIMBER STAIRS I \ I (REMOVE & REPLACE) ®� FLANK WALL _ (TYP. BOTH SIDES) -- EXIST-DRIVEWAY- "- - \ ��2� `- //I/I I : s'1A / EXIST. DRY STACKED A. (CONTRACTOR STORAGE AREA) \ BLOCK WALL (REMOVE) l an ROCK WALL '(REMAIN IN PLACE) JAN-20 7 i 1 5 On 205g ` PROPERTY LEGENDBOUNDARY _ I OFESSeo�P •I •�- � ."( (XX) BULKHEAD SEGMENTcLENGTH ,, REPUTED_PROPERTY OF --� PLAN IOANNIS JOHN DANIAS -SP- SILT PROTECTION - (1090 LATHAM LN) PROPOSED FACILITY SCALE.1"=30'-O" SHEET NO. PROJECT NO. PROJECT SCALE EROSION PROTECTION °" Waterfront ° P190121.00 1'=30'-0' PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 S K— DRAWN BY MS SUSAN BRIENZA GORDON � LOCATED AT 11-04-19 ROCKdILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 6 12r(s) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A PROPOSED FACILITY PLAN z 0 U 0 x Of 0 w V) rn Ln cn oz Z 3 0 Q DISTANCE TO COSTAL EROSION LINE DISTANCE TO COSTAL EROSION LINE 0 0 VARIES FROM 0'-0" TO 21'-10" VARIES FROM 0'-0" TO 10'-2" DISTANCE TO MLW VARIES DISTANCE TO STRUCTURE 62'-3" TO 73'-4"(t) VARIES SEE PROPOSED PLAN DISTANCE TO MHW VARIES 4'-O"(t) 42'-1" TO 53'-O"(f) LIMIT OF EXCAVATION DISTANCE TO SHW VARIES 39'-2" TO 50'-0"(t) EXIST. GRASS (TO BE RESTORED) PROPOSED ADJACENT GRADE T WALL VARIES EL. +7.2 TO +12.3 UMBER STRAP N 1= -300, 3-TON 1;;7—REPLACE REPLACE EXCAVATED FILL HAY BALE M 0 � ARMOUR STONE w (SEE NOTE) ?TIMBER WALE x Of n J 7 II n w 3 BEACH VARIES EXCAVATION_// f EL. +5 6TO +9.1 LIMITS) I I EXIST. BEACH i I I I PROPOSED SHEET PILE (MIN. EMBED.=4'-0") NOTE: ARMOUR STONE DIMENSIONS MAY VARY e I I co I I I I L__J A Z SECTION ki +3 j JAN Z 4 2020 ~ SCALE 1"= 8$2 55 _.wJ ESSIONA ALL ELEVATIONS IN NAVD 88 SHEET NO. PROJECT NO. PROJECT SCALE EROSION PROTECTION •- - • PREPARED FOR S DRAWN BY MS SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 LOCATED AT 11-04-19 R CCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 7 of 2 sx¢gs) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A BULKHEAD SECTION&DETAILS(1 OF 2) z 0 U 0 0 Z ~ 78'-4"(t) z Z BANK CREST DISTANCE TO MLW o U 54'-4"(t) DISTANCE TO MHW DISTANCE TO COSTAL EROSION LINE 50'-10"(t) VARIES FROM 14'-9" TO 21'-10" DISTANCE TO SHW IN-SITU VEGETATION (I.E. BUSHES & SMALL TREES (TO BE PROTECTED) HAY BALE AA T/BANK CREST EL. +7.2 300, 3-TON ARMOUR STONE (SEE NOTE) HAY BALE i 1 I OF A� NOTE: ARMOUR STONE DIMENSIONS MAY VARY ° z s ?55 - SSIONP�-�� pp SECTION -'D SCALE 1"=2'-6" JAN 2 4 2020 =, _ I lb t3 y ..l ALL ELEVATIONS IN NAVD 88 SHEET N0. PROJECT N0. PROJECT SCALE P190121O. EROSION PROTECTION 1°=2'-6° • •- Waterfront Solutions DRAWN BY PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 SK-8 MS.SUSAN E GORDON m LOCLATATED AATT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET $ ovL 2 mms) IL AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A BULKHEAD SECTION&DETAILS(2 OF 2) z O TIMBER WALE F- U 3 O HDG. BOLT it W/ HDG. WASHER a of II SHEET PILE o U) w F- U) TIMBER FRONT STRAP UPPER AND LOWER WALE z z � O a NOTE: NOTCH PILE AS REQUIRED TO ATTACH TIMBER STRAP(S). MIN. PILE WIDTH=O'-6" o U 8_®ETA'L PILE FASTENER(S) NTS. 2'-0" (LAP LENGTH) TIMBER TOP WALE TIMBER WALE 16d HDG. NAIL SHEET PILE (TYP. 2 PLA.) iv r �l, (2) HDG. NAIL :I (TYP. 4 PLA.) I HDG. BOLT SHEET PILE HDG. BOLT W/WASHER ;I (TYP. 2 PLA.) TIMBER FRONT STRAP I �SCARF JOINT TIMBER STRAP (TYP. BOTH SIDES) A PLAN JOINT ®ETAI L ELEVATION A TYP SCARF JOINT NTS " HDG. LAG BOLT (LEN.=4") TIMBER WALE W/ HDG. WASHER (TYP. EVERY SHEET) OF Ales co SHEET PILE7L r a ®8.5 255 \ TIMBER STRAP SHEET PILE TO WALE NOTE: CONTRACTOR MAY USE SCARF JOINT(S) IN LIEU OF LAP JOINT(S) AT LOWER WALES. S_J�ETA"L MISCELLANEOUS CONNECTION(S) NTs JA N 2 4 2020 SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION .- - • N.T.S. PREPARED FOR SK-9 DRAWN BY MS.SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 JWK LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION N0. SHEET 9 of 2 sxctT(s) AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A BULKHEAD CONNECTION DETAILS z O U 0 L� Of 0 Ly U) Ln Cf) o Z _z � O a o U 8" UMBER WALE TIMBER WALE (TYP. 2 PLA.) %"0 HDG TIMBER BOLT TIMBER STRAP 2" W/ HDG OGEE WASHER (TOP WALE ONLY) (TYP. 2 PLA.) SHEET PILE II II 5/8"0 HDG. CORNER ROD II II °0 (TOP WALE/FLANK WALL ONLY) II II HDG. THREADED COUPLING (FLANK WALL ONLY - SEE NOTE) SECTION SEE PLAN FOR ANGLE HDG. FASTENER II 4X4X% HDG ANGLE SEE DETAIL (LEN.=O'-6") (TYP AT STRAP) II %"0 HDG. TIMBER BOLT DETAIL W/ HDG. OGEE WASHER (2 PLA. I TOP AND BOTTOM) PLAN ®ETA L TYP BULKHEAD TYPE 1 CORNER NTS. NOTE: SUBMIT SPECIFICATION OF COUPLING FOR REVIEW AND APPROVAL BY AUTHORITY PRIOR TO PURCHASE OF MATERIAL(S). 1A. Aij CO tr'nLu 1 1 f L JAN 2 4 2020 1 s 085215 'b SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION N.T.S. •' - • • PREPARED FOR S ® DRAWN BY DATE 486 SUNRISE HIGHWAY, SUITE 102 MS SUSAN BRIENZA GORDON ROCKVILLE CENTRE, NEW YORK 11570 LOCATED AT 11-04-19 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET _10 2 s�r(s) ASA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A BULKHEAD CORNER DETAILS z 0 U 0 w Of 0 w � Ln (n TIMBER ( z RAIL CAP N z I ih o U 7'• T/WALL VARIES EL. +7.2 TO +12.3 4X4 TIMBER POST io (�) 3/4' TIMBER RISER PROPOSED SEAWALL (3) 2X12 TIMBER STRINGER(S) BEACH VARIES W TIMBER TREAD(S) EL. +5.6 TO +9.1 NOTE: ALL TIMBER TO BE UNTREATED OR COMPOSITE AS APPROVED BY ENGINEER OR PROJECT AUTHORITY. TVPSECTI®IV STAIRS 0 F N co , r JAN 2 4 2020 ,0,�0���255 �'%X SHEET NO. PROJECT NO. PROJECT SCALE P190121.00 EROSION PROTECTION 1'=2'-0° Rising Tide - ont SoIutiohs PREPARED FOR S K 11 DRAWN BY MS SUSAN'� LOCATED AAT E GORDON 11-04-19 DATE 486 SUNRISE HIGHWAY, SUITE 102 _ ROCKVILLE CENTRE, NEW YORK 11570 T CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 1 12 ma T(s) ANA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A STAIR DETAILS FILTER FABRIC (TIE TO WIRE FENCING) 14 GAUGE WIRE FENCING (2X4 HIGH MAX OPENINGS) to2X2 TIMBER POST OR STEEL ANGLES HAY BALE STAKE CUT SLOPE OR NEW (AS APPROVED BY ENGINEER) EMBANKMENT OR EDGE OF .1 (AS PAVEMENT (SLOPE VARIES) FLOW EXISTING GROUND EXISTING SOIL }� FLOW SURFACE 1'-O" (MIN.) TIMBER STAKES 1 -6 MIN. STEEL ANGLE FILTER FABRIC TO BE BURIED -I IN 6X6 BACKFILLED EARTH S_J�ITA'L DETAIL SILT FENCE SCALE r=S'-0" TYP HAYBALE/STRAWBALE SCALE 1°=5'-0" 2X4 TIMBER STRAP 2X4 WEIR (LEN.= 2'-0" MAX) (ATTACH TO WIRE SAND BAG MESH) SAND BAG �� OF N co Q. b' EXISTING/PROPOSED CONEROAD ROAD ELEVATION q 2X4 TIMBER SPACER 6)(6 WIRE MESH "e ATTACHED TO GRATE ON 3 SIDES "(� rn LGEOTEXTILE MATERIAL EXISTING/PROPOSED 08$ D ETA IL BASIN TYP SILT PROTECTION FOR SURFACE INLET DRAINAGE SCALE.1'=S'-O' SS10N��' 2X4 TIMBER*WEIRIN STRAP 2X " MAX) (ATTACH TO WIRE AG SAND BAG, PLACE TO MINIMIZE TEMPORARY SOIL & EROSION CONTROL NOTES: INTERRUPTION IN GUTTER FLOWROADWAY CONE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOIL EXISTING/PROPOSED EROSION AND SEDIMENT CONTROL MEASURES. ROAD ELEVATIONE MESH CONTRACTOR SHALL SUBMIT SOIL EROSION AND TEXTILE MATERIAL SEDIMENT CONTROL PLAN TO THE ENGINEER FOR SUMP AREBASIN INLET OPENINGREVIEW AND APPROVAL PRIOR TO THE START OF (SANDBAG UNDER BOTTOM PLATCONSTRUCTION. /PROPOSE 2. CONTRACTOR SHALL PREVENT CONTAMINATION OF CATCH BASIN THE WATERWAY BY SILT, SEDIMENT FUELS, SOLVENTS, LUBRICANTS, EPDXY COATINGS, CONCRETE LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED DETAIL WITH THE PROPOSED CONSTRUCTION. TYP SILT PROTECTION FOR CURB INLET DRAINAGE SCALE 1"=S'-o" 3. ERODED SOIL SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES, OR WATERCOURSES (SEE TYPICAL DETAILS). TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL MEASURES DETAILED IN THE PLANS SHALL BE CONSIDERED AS THE MINIMUM REQUIRED. GRATE 4. ALL SOIL AND EROSION AND SEDIMENT CONTROL INSERT INTO FILTER BAG PER MEASURES SHALL BE PLACED PRIOR TO STARTING MANUFACTURE'S INSTRUCTION FRAME SURFACE INLET ANY CONSTRUCTION WORK AND SHALL REMAIN IN STRUCTURE PLACE UNTIL SLOPES ARE STABILIZED WITH SEEDING AND/OR OTHER SLOPE PROTECTION. _ 5. MAINTENANCE OF TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES SHALL BE THE T OR FRESH F -•- _-_F' SOLE RESPONSIBILITY OF THE CONTRACTOR AND t i I PAID FOR UNDER THE GENERAL CONDITIONS OF THE CONTRACT. L JAN 2 4 2020 ' � 6 CONCRETE, LEACHATE OR W SHINGSCONTRACTOSHALL PREVENTWFROM CONCRETE I I 1 TRUCKS, MIXER, OR OTHER DEVICES SHALL BE SEDIMENT FILTER BAG ALLOWED, TO ESCAPE INTO THE DRAINAGE SYSTEM, L-- - -- - (AS APPROVED BY ENGINEER) WETLANDS OR NEARBY WATERS. .d TYP ~DETAIL SILT PROTECTION FOR SURFACE INLET DRAINAGE SCALE.1"=5'-O" DRAWINGS ISSUED FOR: C 0 N S T R U C T 1 0 N SHEET NO. PROJECT NO. PROJECT SCALE P19012100 EROSION PROTECTION ' •- - • • • • DRAWN BY PREPARED FOR DATE 486 SUNRISE HIGHWAY, SUITE 102 S 12 MS SUSAN LATE AT GORDON '� LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET 2 2 sxarls) � ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY A SILT PROTECTION DETAILS — r y lis .gee 44 all AW - , 8 : 11 STATE OF NEW ' < 4 DEPARTMENT _ STATE -ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001, ROSSANA ROSADO WWW.DOS.NY.GOV SECRETARY OF STATE July 18, 2019 Adon Austin Rising Tide Waterfront Solutions 486 Sunrise Highway, Suite 102 Rockville Centre,NY 11570 Re: F-2019-0375 U.S. Army Corps of Engineers/NY District—Ms. Susan Brienza Gordon NYSDEC Region 1: 1-4738-02475/00005, 6, 7 Construction of 225 linear feet of retaining wall, including returns within the area adjacent to tidal waters landward of the spring high water elevation, placing armor stone necessary for wave and scour protection seaward of the proposed structure and replacing the destroyed timber stairs 1240 Latham Lane, Town of Southold, Suffolk County,Long Island Sound No Jurisdiction Dear Mr. Austin: The Department of State has reviewed your Federal Consistency Assessment Form and supporting information on March 28, 2019. 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. NEW YORK Department STATE OF OPPORTUNfTY_ of State If you have any questions or need any additicii.-information regarding this matter, pl__-_ :ontact me at (518) 474-6000. Sincerely, i1 Coastal Resources Specialist Office of Planning, Development and Community Infrastructure ecc: COE/NY District—Naomi Handell DEC/Region 1 —r dep@dec.ny.gov Ms. Susan Brienza Gordon, applicant Stephanie Dornemann, Rising Tide Waterfront Solutions, Agent a NEWYORK Department of STATE OF er OPPORTUNITY,. Environmental Conservation NOTICEk The Department of Environmental Conservation DEC has .issued permit(s) pursuant to the Environmental Conservation Law for work being j 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 Advisor -�173►�= oi- 75 D ooh" SUSANACKERMAN Permit Number Exp iration Date NOTE: This notice is NOT a permit EROSION PROTECTION0-0 QI- t U 1240 LATHAM LANE a-Z az Of ORI-ENT, NY 11957 00 J 01 OCTOBER 2019 00 Lal Z LOCATION MAP PROJECT INFORMATION REVISION(S) LOCATION A: REGULATORY PERMIT APP 03-15-19 PRIVATE RESIDENCE OF MS. SUSAN BRIENZA GORDON, 8: REGULATORY PERMIT RESPONSE,06-13-19 1240 LATHAM LANE, IN'THE HAMLET OF ORIENT, SUFFOLK C. REGULATORY PERMIT RESPONSE 08-23-19 NCOUNTY,-NEW-YORK-ALONG-LONG-ISLAND-SOUND: ------ - ------ — _ _ D; REGULATORY _IRE__ 09-18-19 _E: REGl1L:.TGRY PERI lT RESPONSE 10-01-19 . PROJECT NOTIFICATION , COMMENCEMENT NOTIFICATION TO REGULATORY AGENCY, SHALL BE SUBMITTED, AS -REQUIRED, BY SELECTED P R 6TE-C-T-1 CONTRACTOR PRIOR TO THE START•OF WORK. " LOCATION }fly GENERAL CONTACT INFORMATION RISING TIDE-WATtRFRONi SOLUTIONS, PCLC ,Y�.• ,P� 486 SUNRISE HIGHWAY;SUITE-102 - ` + _ ROCKVILLE-'CENTRE, NY 11570-' PHONE 516=595-3483 q. EMAIL: CONTACTORT-WS.COM F DEFINITION(S). SKETCH INDEX `] -K AUTHORITY: MS.-SUSAN BRIENZA^CORDON K 1 TITLE SHEET & LOCATION MAP }^ , ENGINEER: RISING TIDE WATERFRONT SOLUTIONS, PLLC SK-2•*' VICINITY MAP CONTRACTOR: TO BE DETERMINED SK-3" PROJECT MAP -., i W ;I; SK-4, EXIST. FACILITY PLAN, i 1(r r SK-5 PROPOSED FACILITY PLAN LLA SK-6• BULKHEAD SECTION & DETAILS (1 OF 2) +41.1599 rSKBULKHEAD SECTION do DETAILS 2 OF 2-722550 y# ( ) ISLAND SOUND * - SK-8 SILT PROTECTION DETAILS REF:ORIENT-PLUM ISLAND QUADRANGLE = NY-CT 7.5 MINUTE SERIES 3 TIDAL CHART ELEVATION(S) + POSITION MLW NA088 DESCRIPTION N Y 7 D E ;SHW +3.2 _ +1.4 SPRING HIGH WATER /ti'1-1!x(1:'ter:' AS PE�- I -r�.R;.�s 'MHHW +3.0 +1.2 MEANHIGHERHIGH WATER �.i`•e;? �,( I,jl�jiTl()n+S OF MHW +2.7 +0.9 ' MEAN HIGH WATER f F I~,Ai'I N� �3g� MSL +1.5 —0.3 MEAN SEA-LEVEL V� J1•� v` ;MLW t0.0 —1.8 MEAN'L'OW,WATER L)A C;;t 190 :MLLW —0.2 2.0.,. MEAN LOWER LOW WATER .-i PROJECT DESCRIPTION CONSTRUCT 132 LF OF RETAINING WALL, INCLUDING RETURNS, WITHIN THE AREA ADJACENT TO TIDAL WATERS LANDWARD OF THE MEAN HIGH WATER SPRING (SPRING HIGH WATER) ELEVATION. RELOCATE AND INSTALL ARMOUR STONE_FORWAVEAND-SCOUR-PROTECTION-ALONG THE_SEAWARD_FACE OF THE PROPOSED-' -WALL-AND-EXISTING--VEGETATED-SLOPE.-`REPLACE EXISTING DAMAGED TIMBER STAIRS. N0. PROJECT N0. PROJECT SCALE P190121.00 EROSION PROTECTION N/A PREPARED FOR SK- MS.SUSAN BRIENZA GORDON UTE 486 SUNRISE HIGHWAY, SUITE 102 " iw LOCATED AT )p_pi_Ig ROCKVILLE CENTRE, NEW YORK 11570 CHECK BY 1240 LATHAM LANE OI! SH _L ff L WW(s) AUA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY E TITLE SHEET&LOCATION MAP ► I Q t-- i 1 �v �—REPUTED PROPERTY OF ' �, / i F� a-Z USAMARIE CASEY wv (1370 LATHAM LN) y , Q a PROPERTY � , �� ! Of BOUNDARY l ► / ~Q LLO t I— ' O \ \ / Lw Z elf \ .4,; W \\ \ \ 1 i i` , ►� Xx EXIST. ARMOUR STONE EXIST. VEGETATION COASTAL EROSION \ �O HAZARD LINE- i 1 EXIST. STONE BEACH ,1 \ BANK CREST � EXIST RESIDENTIAL (,'., °`_` � - /fhV I ? � •,, r- STRUCTURE AF EXIST. ARMOUR NIS �-_ CcEXIST. DRY STACKED BLOCK WALL Ir EXIST. TIMBER STAIRS U) v cr 27 Q Q ' ROCK WALL , ! `� CL Iv i tT T PROPERTY ' 0. F- BOUNDARY I) [1( < REPUTEDLEGEND PROPERTY JOHN EDANAS —� PLAN , (XX) BULKHEAD SEGMENT LENGTH (1090 LATHAM LN) _ EXIST, FACILITY SCALE:1"=30'-O' SKEET N0.• PROJECT gao? In EROSIONPROTECTION .P190121.00 ' L'REPARtO FORDRAWN BY MS.SUSAN BRIENZA GORDON 486 SUNRISE HIGHWAY, SUITE 102 S ` C �_� 'w LOCATED AT TO-01-T9 ROCKVILLE CENTRE, NEW YORK 11570 Ewe�sy 1240 LATHAM LANE N a SHEET w a!F!m L A ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY E EXIST.FACILITY PLAN Cr_Z { 1 t O cl- t I �U of R5 4-- REPUTED PROPERTY OF w W I " NX r LLJ N USAMARIE CASEY BANK CREST I Z O (1370 LATHAM LN) y' W i w } U Of PROPERTY ` ` W' I W�• ' O N BOUNDARY `�,E \ l ? F O � W�y �•^-ic W V I / j J EXIST. & PROPOSED ARMOUR STONE CD p iI LLI Z 70, r W W \` -- t�'----- -T--------`�--- 6 ,r1--• -- - -- j---EXIST_ARMOUR.STONE— - - - --- ------ ----- —� �+ --(RELOCATE ALONG WALL) = W \ \ In EXIST. VEGETATION-' v- C` -,. •�, \ \ '�' (TO BE PROTECTED) w W/ w• .i V. RO \ \ t�_ 'COASTA6 EROSION 'n �� YP — - O• =HAZA D LINE i NP yr *', If ` �'- • .` ` t J' _ � EXIST. STONE BEACH STORACE"OF,-EQUIPMENT/MATERIAL IS P,ROHIBITED•, EXIST,� RESIDENTIAL_ STRUCTURE ; `{ •E'j�, � � ,\. 1 A ;'' •t t '�. ` EI(IST. ARMOUR STONE Vf (RELOCATE) 2 ILL O Lli EXIST. TIMBER STAIRS O 0 F—` i I I FLANK WALL L (REMOVE & REPLACE) is � BOTH SIDES) h LL' � lm) '.... EXISTt1'DRIVEWAY I �l?J a �f/ U (CONTRACTOR STORAGE AREA) / .,1`.,, EXIST. DRY STACKED Q 1. / BLOCK WALL (REMOVE) ROCK WALL I I cZ (REMAIN IN PLACE) LU iPROPERTI(=—Jl l ti LEGEND BOUNDARY - � � � � <L: (XX)-BULKHEAD SEGMENT LENGTH - _R PUTE9 JOHN DANIAS —�- --PLAN--- -- - - - - - -- - -SP- SILT PROTECTION - (1090 LA7H4M-LN) PROPOSEp'FACIUTY :�"' -0" wi P19m1 z00 EROSION PROTECTION WALE PREPARED FOR 1'=30'4 SK— MS.SUSAN BRIENZA GORDON 0 TE 486 SUNRISE HIGHWAY, SURE 102 LOCATED AT 10-01-19 ROCKVILLE CENTRE. NEW YORK 11570 au BY 1240 LATHAM LANE H 0. ar een(s) L.AUA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY E PROPOSED FACILITY PLAN_- IO TIMBER TREATMENT TREATMENT ELEMENT RETENTION DESCRIPTION TYPE IA 1.5 CCA TREATED PER LATEST AWPA STANDARDS, PILES 18 25 COMMODITY SPECIFICATION A P 3 0 2A 1.5 CCA TREATED PER LATEST AWPA STANDARDS, 28 FRAMING 2,5 COMMODITY SPECIFICATION A P 3 0 3A 1S ACQ TREATED PER AWPA ACQ-D 38 2.5 CL Q U DISTANCE TO MLW VARIES 1— �Of 62'-3" TO 73'-4"(t) of F- w( DISTANCE TO MHW VARIES DISTANCE TO STRUCTURE Z r O U 42'-1" TO 53'-0"(t) VARIES SEE PROPOSED PLAN - O 0_ DISTANCE TO SHW VARIES 4'-0"(t) Q O J U" 39'-2" TO 50'-0'(t) UMIT OF EXCAVATION O C'O W Z Of EXIST. GRASS (TO BE RESTORED) `• I PROPOSED ADJACENT GRADE TAVALL VARIES EL. +7.2 TO +12.3 TIMBER STRAP i N ' r= 3x3x3, 3-TONREPLACE EXCAVATED,flus HAY BALE x: ARMOUR STONE (SEE NOTE) rTIMBER WALE r EBEACH XCAVATION ! `_ --_ •; _.__4 E- +5.6A _E+9.1 UMIT(S) - t t EXIST. BEACH } I i 1 �+ PROPOSED SHEET PILE I (MIN. EM9E0.=4'-0') NOTE ARMOUR STONE DIMENSIONS MAY VARY I t� 1 1 1 1 t NYSDEc`�oF6 L--J APPROVED AS PER TERMS AI,iD CONUiiTIG -(7F A SECTION E Rik 1 I f Cl '+, �V©�5 SCALE:1"=p-6,. DATE O •01`' 'a�.0,�. ALL ELEVATIONS,IN,NAVD 86 EFT PRWEC�k4. RRWECi SCALE PI9012100 EROSION PROTECTION 1"=2'-6" 777,7Ls • •PREPARED FORSK 6 MS.SUSAN BRIENZA GORDON �� SUITE 1021w LDCATED AT10-01_19 YORK 11570CRECKEO 1240 LATHAM LANE6 w � saK:1 ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY E TAILS(1 OF 2) f- �o ¢F- �U 5�::) _� O W(n � Z yo � U O� QO BANK CREST ~ DISTANCE TO MLW CD O uJZ 54'-4'(t) DISTANCE TO MHW 50'-10-(t) DISTANCE TO SHW IN-SITU VEGETATION (I.E. BUSHES & SMALL TREES (TO BE PROTECTED) HAY BALE ' f T/BANK,CREST,EL. +7.2 3x3x3, 3-TON ARMOUR STONE---_----_ ---_---- -- - - - (SEE NOTE) HAY BALE NOTE: ARMOUR STONE DIMENSIONS MAY VARY SECTION NYS0EC6or- 6 p SCALE:l°=2'-6° APPROVED AS PE n TERMS � B MD M_',tQo!;Ions OF ALL ELEVATIONS IN MAVD:,88 PROM=N0;• PROJECti SCALE Pjgpl2j p0- EROSION PROTECTION . . . . 1•-2-6• PREPARED FOR 486 SUNRISE HIGHWAY, SUITE 102 SK-7 D `„ MS-SUSAN BRIENZA GORDON ' LOCATED AT 10-01-19 !OC KVIILE CENTRE. NEW YORK 11570 1240 LATHAM LANE wumuN N0. s '�m►71 AMA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY E BULKHEAD IS &DETAILS(2 OF 2) FILTER FABRIC (TIE TO WIRE FENCING) 14 GAUGE WIRE FENCING (2X4 HIGH MAX OPENINGS) CUT SLOPE OR NEW 2X2 TIMBER POST OR STEEL ANGLES 'HAY BALE STAKE EMBANKMENT OR EDGE OF (AS APPROVED BY ENGINEER) PAVEMENT (SLOPE VARIES) FLOW M EXISTING GROUND II EXISTING SOIL i'-0"JMIN. TIMBER STAKES FLOW SURFACE J-;0 -6 MIN. S ANGLE c FILTER FABRIC TO BE BURIED I IN 6X6 BACKFILLED EARTH DETAIL 8---PETA'LSILT FENCE SCALE 1"=s'-o" �p HAYBALE/STRAWBALE SCALE.L"=s'-o^ 2X4 TIMBER STRAP L 2X4 WEIR (LEN.= 2'-0" MAX) (ATTACH TO WIRE MESH) SAND BAG SAND BAG ROADWAY EXISTING/PROPOSED CONE ROAD ELEVATION "tic, 2X4 TIMBER SPACER NO 6X6 WIRE MESH ATTACHED TO GRATE ON 3 SIDES GEOTEXTILE MATERIAL ' I L EXISTING/PROPOSED D ETAI L BASIN TYP SILT PROTECTION FOR SURFACE INLET DRAINAGE SCALE-1-=S'-0" 2X4 TIMBER STRAP 2X4 WEIR (LEN.= 2'-0" MAX) (ATTACH TO WIRE MESH) -SAND BAG SAND BAG, PLACE TO MINIMIZE TEMPORARY SOIL do EROSION CONTROL NOTES: INTERRUPTION IN GUTTER FLOW ROADWAY CONE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOIL EXISTING/PROPOSED EROSION AND SEDIMENT CONTROL MEASURES. ROAD ELEVATION 6 WIRE MESH CONTRACTOR SHALL SUBMIT SOIL EROSION AND W/ GEOTEXTILE MATERIAL SEDIMENT CONTROL PLAN TO THE ENGINEER FOR SUMP AREA CATCH BASIN INLET OPENING REVIEW AND APPROVAL PRIOR TO THE START OF (SANDBAG UNDER BOTTOM PLATE) CONSTRUCTION. EXISTING/PROPOSE 2. CONTRACTOR SHALL PREVENT CONTAMINATION OF CATCH BASIN THE WATERWAY BY SILT. SEDIMENT FUELS. SOLVENTS, LUBRICANTS, EPDXY COATINGS, CONCRETE LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED 8_21TA WITH THE PROPOSED CONSTRUCTION. SCALE 1"=5'-O" 3. ERODED SOIL SHALL BE PREVENTED FROM ENTERING SILT PROTECTION FOR CURB INLET DRAINAGE STORM DRAINS, DITCHES, OR WATERCOURSES (SEE TYPICAL DETAILS). TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL MEASURES DETAILED IN THE PLANS SHALL BE CONSIDERED AS THE MINIMUM REQUIRED. GRATE 4. ALL SOIL AND EROSION AND SEDIMENT CONTROL INSERT INTO FILTER BAG PER MEASURES SHALL BE PLACED PRIOR TO STARTING MANUFACTURE'S INSTRUCTION FRAME SURFACE INLET ANY CONSTRUCTION WORK AND SHALL REMAIN IN STRUCTURE PLACE UNTIL SLOPES ARE STABILIZED WITH SEEDING AND/OR OTHER SLOPE PROTECTION. 5. MAINTENANCE OF TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND PAID FOR UNDER THE GENERAL CONDITIONS OF THE CONTRACT. 6. CONTRACTOR SHALL PREVENT WET OR FRESH CONCRETE, LEACHATE OR WASHINGS FROM CONCRETE TRUCKS, MIXER, OR OTHER DEVICES SHALL BE SEDIMENT FILTER BAG ALLOWED TO ESCAPE INTO THE DRAINAGE SYSTEM, (AS APPROVED BY ENGINEER) WETLANDS OR NEARBY WATERS. &--PITA'L SCALE 1"=5'-0- SILT PROTECTION FOR SURFACE INLET DRAINAGE REGULATORY PERMIT APP. NOT FOR CONSTRUCTION SHEET NO. PROJECT 140. PROJECT P19012100 EROSION PROTECTION • • • 1'=5'-0' PREPARED FOR S O WH BY MS SUSAN BRIENZA GORDON 486 SUNRISE HIGHWAY, SUITE 102 0 10-01_19 ROCK 1LLLE CENTRE. NEW YORK 11570 � LOCATED AT- ONE BY 1240 LATHAM LANE REVISION NO. �+�T � s A a.TM ASA ORIENT,NY LONG ISLAND SOUND SUFFOLK COUNTY E SILT PROTECTION DETAILS STATE OF-NEWY,"RK DEPARTMEN` F STATE ONE COMMERCE PLAZA ANDREW M CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO WWW DOS.NY.GOV SECRETARY OF STATE July 18, 2019 Adon Austin Rising Tide Waterfront Solutions 486 Sunrise Highway, Suite 102 Rockville Centre,NY 11570 Re: F-2019-0375 U.S. Army Corps of Engineers/NY District—Ms. Susan Brienza Gordon NYSDEC Region 1: 1-4738-02475/00005, 6, 7 Construction of 225 linear feet of retaining wall, including returns within the area adjacent to tidal waters landward of the spring high water elevation, placing armor stone necessary for wave and scour protection seaward of the proposed structure and replacing the destroyed timber stairs 1240 Latham Lane, Town of Southold, Suffolk County, Long Island Sound No Jurisdiction Dear Mr. Austin: The Department of State has reviewed your Federal Consistency Assessment Form and supporting information on March 28, 2019. 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. NEWYORK Department STATE OF OPPORTUNfTY. Of State f If you have any c_ tions or need any additional informat___ regarding this matter, please contact me at (518) 474-6000. Sincerely, Coastal Resources Specialist Office of Planning, Development and Community Infrastructure ecc: COE/NY District—Naomi Handell DEC/Region 1 —rldep@dec.ny.gov Ms. Susan Brienza Gordon, applicant Stephanie Dornemann, Rising Tide Waterfront-Solutions, Agent QC r ✓ / "' NEW YORK -1 —TE DEPARTMENT OF ENVIRONM--.:TAL 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 22, 2019 Susan Brienza Gordon 2 Autumn Lane Saratoga Springs, NY 12866 Re: Permit ID 1-4738-02475/00005 Brienza Gordon Property 1240 Latham Lane Orient SCTM # 1000-15-9-1.5 Expiration Date: 10/21/2024 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.enclo$ed: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. Please note, the permit sign and form are sent to either the permittee or the facility application contact, notboth. Please be advised that this permit does not relieve you of the responsibility of obtaining any necessary permits or approvals from the municipality or other agencies. Sincerely, Matthew R. Penski Environmental Analyst Distribution List: Rising Tide ( Waterfront Solutions Marine Habitat Protection File NEW YORK Department Of a o mmr Environmental Conservation NEW YORK S'' T DEPARTMENT OF ENVIRONMENTA' ,ONSERVATION Q Facility DEC II -- 738-02475 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: SUSAN BRIENZA GORDON BRIENZA GORDON PROPERTY 2 AUTUMN LN 1240 LATHAM LNI1000-15-9--1.5 SARATOGA SPRINGS,NY 12866 ORIENT, NY 11957 Facility Application Contact: RISING TIDE WATERFRONT SOLUTIONS - - ----------- --AN ENG -EERING:COMPANY,PLLC --- C/O ADON AUSTIN 486 SUNRISE HWY STE 102 ROCKVILLE CENTRE,NY 11570 (516)595-3483 Facility Location: in SOUTHOLD in SUFFOLK COUNTY FacilityTrincipal Reference Point: NYTM'E: "13.1232 "NYTM-N: 4560:18 ` Latitude: 41-°09'36.0"'Longitude:•72°'14138,.511- ProjectLoeation - North-side of-La#�am�Lane ---- �-`-- - =' '`==-= Authorized Activity: `Install 132 linear-feet of retaining wall±-(includes retui,iis). Relocate existing*""' armour stone to the seaward face of the proposed wall and rrtstalT new armour stone/revetrn&nt along the vegetated slope. Remove and replace the existing timber stairs. All work shall be,done in a accordi&w''ith.,thc:plans'pdrepareby Rising Tide,I.WaterfrontSolutions ori 10-0 -1and statriped° "NYSDEC APPROVED" on 10122/2019. ' h Permit Authorizations Tidal Wetlands - Unde`r Article`25 Permit ID 1-4738-02475/00005 New Permit Effective Date:"10/22/2019 Expiration Date: 10/21!2024 Water Quality Certification -;Under Section 401 - Clean Water Act Permit ID 1-4738-02475/00006 New Permit 'Effective Date:"10/22/2019 Expiration Date: 1:4/21/2024 Excavation & Fill in Navigable Waters - Under Article 15, Title 5 Permit ID I-4738-02475/00007 ' New Permit Effective Date: 10/22/2019 Expiration Date: 10/21/202.4 Page 1 of 8 NEW YORK ST,-—,-E DEPARTMENT OF ENVIRONMENTA_---ONSERVATION ri Facility DEC IE 738-02475 NYSDEC Approval By acceptance of this permit, the permittee agrees that the ermit is contingent upon strict compliance with the ECL, all applicable regula-d , and all co ditions included as part of this permit. Permit Administrator:JOHN WI ,LA , Deputy Regional Permit Administrator Address: NYS C Regi 1 Headquarters UN C Sto ook�50 Circle o Brook, 11790 -3409 Authorized Signature: f Date 10 9 0 1 Distribution List RISING TIDE WATERFRONT SOLUTIONS - AN ENGINEERING COMPANY, PLLC Marine Habitat Protection Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY`CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; WATER QUALITY CERTIFICATION; EXCAVATION & FILL IN NAVIGABLE WATERS 1. 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 Rising Tide I Waterfront Solutions on 10-01-19 and stamped "NYSDEC APPROVED" on 10/22/2019. Page 2 of 8 NEW YORK SI r - 3 DEPARTMENT OF ENVIRONMENTA, •)NSERVATION Facility DEC 11' - 738-02475 _ 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee 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.. 3. 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. 4. Storage of Equipment, Materials The storage of construction,equipment and materials shall be confined within the project work area and/or upland areas landward of the bank and within the existing driveway. ----- -5: No--Equiprhent-belo`v,Apparent-High Water—Equipment-operation below-(seaward)-apparent high- - water is strictly prohibited. 6. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw.bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any•disturbance of the-ground occurs and-is to be maintained-in gaod and --functional condition until thick vegetative cover is established: 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. Contain-Exposed, Stockpiled Soils All disturbed areas.where soil will be temporarily-exposed or stockpiled for longer than 48 hours shall be contained:by,, 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. 9. Armour Stone/Revetment Armour stone/revetment shall consist of natural capstone no more than 2.5 tons per linear foot as per the,plans dated 1$0/01/19. to. Excavation for Bulkhead/Structure Prior to any construction or removal of bulkheads and other shoreline stabilization structures all backfill shall be ekcavated landward ofthe structure and retained,so as not to enter the.waterway, tidal wetland or protected.buffer area. it. No Seaward Extension of Retaining Wall The hew retaining wall shall be constructed in place of the existing retaining wall as per the plans-dated 1.0/01/19.; . 12. No Structures on Bulkhead No permanent structures shall be installed on the authorized bulkhead without first obtaining�written'department approval (permit;rriodification,,amendtnent). 13. 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 arca. Page 3 of 8 , r NEW YORK Sr --E DEPARTMENT OF ENVIRONMENTS -'ONSERVATION � Facility DEC It '738-02475 14. 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. 15. Pilings at Property Lines Pilings shall not: a. extend laterally beyond property lines, b. interfere with navigation, or c. interfere with other landowners riparian rights. 16. 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. ` 17. No Disturbance to Vegetated'Tidal Wetlands, Dunes There shall be no disturbance to vegetated dune areas or vegetated tidal wetland areas as a result of the perniitted activities. 18. No Structures on Pilings No structures, other than structures specifically authorized by this permit, shall be constructed on pilings without further authorization from the department(permit, modification or amendment). 19. Incidental'Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland'vegetation. Upon completion of construction activities, any disturbed areas shalt be planted with the appropriate marsh ve`'getatfoti. Please contact the Buread of Marine Habitat at(631)444-0295 for more information. 20. Wood Preservatives a. Pressure treated wood`used for construction of iii-water structures must have undergone a treatment process`approved(stamped-or otherwise marked as certified) by the American Wood Preservative Association. b. Wood treated with Pentachlorophenol (PCP) must not be used in marine or brackish waters. Wood treated with PCP must be aged in the'ope'n air for at least three months prior to in-water use. c. The use of creosote treated wood is prohibited both in the water and upland areas. d: Chromated Copper Arsenate(CCA)pressure treated wood must be clean and free'of CGA surface' deposits. Wood with surface depbsitsmust be washed for at least 5'minutes under running water prior to use. The washing must occur greater than 100 feet landward of any regulated wetland and/or water body. (Note 11" below for handling wash water.) e. Any wood debris such as sawdust or wash water must not enter any water body, including wetlands or protected buffer areas. Page 4 of 8 NEW YORK S' E DEPARTMENT OF ENVIRONMENTA' ONSERVATION Facility DEC II 738-02475 21. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 22. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 23. No Dredging or Excavation No dredging, excavating or other alteration of shoreline or underwater areas is authorized by this permit, nor shall issuance of this permit be construed to suggest that the Department will issue a permit for such activities in the future. 24. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. : 25. No Disturbance to Vegetated T idal Wetlards There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 26. No Construction.Debris;in Wetland or Adjacent Area„Any;debris or excess material from construction of this project shall be completely,reriio`.ved from the adjacent area(upland)and remoyed,to. —an approved-upland-area-for-disposal:-Na debris-is-permitted-in wetlands-and%or-protected-buffer-areas.J - - 27. No Interference With Navigation , There shall.be.no unreasonable interference with navigation by the work herein authorized. 28. State Not Liable for Damage The State,ofNew Yoyk shall,in no case be liable for any dailiage or, injury,to the.structure or work herein authorized whieh,may be caused by or result from future operations undertaken.by,the S•tate,for the conservation or improvement of'navigation,.or for other purposes, and no claim or right to compensation shali,accrue_from any such damage. 29. 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. 30. 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. Page 5 of 8 • i NEW YORK ST—7,7,DEPARTMENT OF ENVIRONMENTA. "ONSERVATION 'Raw Facility DEC IE 738-02475 31. 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. WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project, as conditioned, will also comply with applicable New York State water quality standards, including but not limited to effluent limitations, best usages and thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The pennitted 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 permittee 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 permittee 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 in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookI50 Circle Rd Stony Brook,NY 11790 -3409 Page 6 of 8 NEW YORK S' E DEPARTMENT OF ENVIRONMENTA' DNSERVATION ' Facility DEC I] _,1738-02475 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Excavation & Fill in Navigable Waters, Tidal Wetlands, Water Quality Certification. 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 withpfeviously issued-permit conditions, orders of the commissioner, any provisions_of the Environmental Conservation Law or regulations o f the Department related to the permitted activity. 6. Permit Transfer Permits,are transferrable unless specifically prohibited by statute, regulation or alother permit coalition. Applicationsrfor;permit_transfer shoukLbe 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 bf,.the facility or facilities authorized,by the permit whether.in _ compliance orrnot in-comp liaance,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 bf the New York Civil Practice-Laws and Rules or any citizen suitor civil rights provision under federal or-s'tate-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 Environmental Conservation Law as those prescribed for the permittee. Page 7 of 8 NEW YORK S`A TE DEPARTMENT OF ENVIRONMENT h r ^ONSERVATION 14MW Facility DEC II 738-02475 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 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. Page 8 of 8 NOTICE OF COMMENCEMENT OF CONSTRUCTION RETURN THIS FORM TOOMPLIANCE Or Fax to: E 44-0297 Bureau of Marine Habitat Protection-NYSDEC 50 Circle Road Sto Brook, NY 11790-3409 PERMIT NUMBER!1�``I?W�-0,24 EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: "+ .TELEPHONE: Dear Sir: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on . We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions. We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit,permit sign,and approved pians will be available at the site for inspection in accordance with General Condition No 1. (Both signatures required) PERMITEE: • DATE CONTRACTOR: , DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS,PRIOR 7 O COMMENCEMENT OF THE PROJECT AND/OR ANYASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE,POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut along-this line X- X X X X X X " NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0297 Bureau of Marine Habitat Protection-NYSDEC 50 Circle Rd. Stony Brook,NY 117„90-3409, PERMIT NUMBER: JO'®p�.. '7�.B O©0c EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on - We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITEE; DATE -- ---- - -- - ---- -- - - - - - -- - - CONTRACTOR: DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/ORA COMPLETED SURVEY,AS APPROPRIATE, MUST SE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. Rising Tide Waterfront Solutions i sf I 4 PHOTO 1: Rock wall, dry stacked block wall and armour stones looking Southwest. Photo Date: 29 January 2019 -t IOLL pp . PHOTO 2: Dry stacked block wall,timber staircase and armour stones looking Northwest. (1 of 2) Photo Date: 29 January 2019 Page 1 Rising Tide Waterfront Solutions ti 1 ��"IN y. . ,*j..'•. �_ Asa n/ �� � �, w`�_ PHOTO 3: Dry stacked block wall,timber staircase and armour stones looking Northwest. (2 of 2) Photo Date: 29 January 2019 �� SR v PHOTO 4: Timber starcase,top of bank and armour stones looking Northwest. Photo Date: 29 January 2019 Page ( 2 Rising Tide WaterfrontSolutions i F. a A PHOTO 5: Embankment and armour stones looking Southeast. (1 of 2) Photo Date: 29 January 2019 x r. _f .y PHOTO 6: Embankment and armour stones looking Southeast. (2 of 2) Photo Date: 29 January 2019 Page 3 z O U 0 Z 0 Lu V) N LA cn 0 Z z_ 3 O ♦ ,� o U REPUTED PROPERTY OF ' LISAMARIE CASEY (1370 LATHAM LN) ' ,',,,i r 4;, �t REPUTED PROPERTY OF IOANNIS JOHN DANIAS (1 90 LATHAM LN) ; RADIUS MAP SCALE.1"-80'-0" 0 80' 160' SHEET NO. PROJECT NO. PROJECT SCALE P19012100 EROSION PROTECTION 1'=80'-0' Rising Tide Waterfront Solutions PREPARED FOR L 1 DRAWN BY MS.SUSAN BRIENZA GORDON DATE 486 SUNRISE HIGHWAY, SUITE 102 DAC LOCATED AT 11-04-19 ROCKVILLE CENTRE, NEW YORK 11570 CHECKED BY 1240 LATHAM LANE REVISION NO. SHEET lst AMA ORIENT,NY LONG ISLAND SOUND SUEFOLK COUNTY A RADIUS MAP ISLAND _ j' g m w w w • SDUND 14 �. ,,Al, v ,., „A f9 r e v � _x, .� `��1 3 mos ✓' fta \ S n ,33 zs _x4 -z1 CFi.D.2 m FM 25 L.D.10 M D.60 PD 65 OOG 2 / 9? ✓ �, 3 >> F �" ✓ 4 n 6•�E P e ^ ^w 0i gy,5 v x © tp°'° wtwrva MSFax I n r r o 1.19 9 v0• 4e.u1d o I � FO• _ ° s , Tn� . �? za° _ s '� .w,u S.25�] a" c I 15A � ✓ j.a0• ,AA '�x H'_ N.5 24A O NA ♦� N.17 e _xr� 4 W- s• `:� o s A? `✓ ' ♦® P 4 nm N.,U x4,6 �' N.te w +4 29� A 1.12 a ✓ 1e\ e �- ,.ate n+ t1A ° R` ,� ?r T N.,, N.f! 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Main Rd. &Youngs Ave.) Southold, NY 11971 • Q Telephone: 631765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To- Glenn Goldsmith, President Town of Southold Board of Trustees - From: ' Mark Terry, AICP LWRP Coordinator Date: June 10, 2020 Re: LWRP Coastal Consistency Review for BRENZIA FAMILY TRUST SCTM# 1000-15-9-1.5 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, the proposed action is recommended as CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc- Damon Hagan, Assistant Town Attorney 1 �gpFFOt1- ~ ea14a - Peter A.Young,Chairman y Town Hall,53095 MainRd. Lauren Standish,Secretary P.O.Box 1179 �, • !`F Southold,NY 11971 Telephone(631)765-1889 Ol J* Fax(631)765-6641 Conservation Advisory Council Town of Southold L , .'9D TO: Southold Town Board of Trustees ; MAA 1620 U FROM: Conservation Advisory Council Souihald Toren Board of Trustees DATE: March 11, 2020 RE: Recommendations The CAC reviewed the following applications. Due to the COVID-19 Crisis and subsequent State of Emergency declared for Southold Town, the meeting of the Conservation Advisory Council was cancelled. No recommendations will be provided for your files at this time. BRIENZA FAMILY LIMITED PARTNERSHIP to construct 132 If. of retaining wall, including returns;within the area adjacent to tidal waters landward of the mean high water elevation. Relocate and install armor stone for wave,and scour protection seaward face of the proposed wall and existing vegetated slope. Replace existing damaged timber stairs. Located: 1240 Latham Lane, Orient. SCTM#15-9-1.5 JOHN P. & KIMBERLY G. KEISERMAN to install new vinyl sheathing on landward side of approx. 131 If. of exiting timber bulkhead; partially remove and replace (in kind/in place) as needed existing 12'X 17' grade level wood deck; and revegetate disturbed area behind bulkhead.as needed with Cape American beach grass. Located: 1170 Willow Terrace Lane, Orient. SCTM#26-2-23 SEABREEZE CONDOMINIUM ASSOC. to rehabilitate 199' of the existing revetment located on the northerly portion'of the subject property. Rocks to be sourced on-site and supplemented as needed. Stair assembly to be removed as well as all rocks within 10' of the stairs to provide access for construction equipment. Stair,assembly and rocks to be replaced upon completion of the rock revetment (inkind/inplace). Rocks to be sourced on- site and supplemented as needed. oca e : 6012ound. 48, Greenport. - - aka 44.1-1-(1-16 2 61600 MAIN ROAD LLC to raise the existing one-story office and lobby building which currently straddles Zone VE and Zone AE. The existing 6,280 sf. one-story building on the south side of the property is currently sitting in the flood zone. Elevate the existing building so it will be in compliance with current FEMA regulations. Located: 61600 Main Rd., Southold. SCTM#56-6-3.4 CHARLES RIESTER & JEANETTE M. RIESTER for a proposed .14'X 24' in-ground swimming pool with drywells to contain pool backwash, and for the two-story dwelling, 4' wide pavers behind retaining walls, 60 If. retaining walls on south and retaining walls on north. Located: 1945 Calves Neck Rd., Southold. SCTM#70-4-47 GORDON LAU AND MAMIE CHIANG to replace previously existing dock, ramp and float, decking piles to remain in place with the following: 4'X 20' catwalk with Thru-Flow decking, 3.5'X 18' aluminum ramp and 6'X 20' floating dock. Located: 1450 Jockey Creek Drive, Southold. SCTM#70-5-17 RICHARD LIEBOWITZ & CONSUELO PROL for the removal and replacement of existing 4'X 34' long fixed catwalk with stepson both ends and Thru-Flow decking in same location as existing and construction of proposed 6'X 16' fixed dock in a "T" configuration With untreated decking. Trimming of existing phragmites for a 75' wide section surrounding the catwalk is'proposed. All trimming to be selective of phragmites and done by hand two times a year to a height of 12" above the ground surface. Located: 1000 Beachwood Lane, Southold. SCTM#70-10-59 106 MULBERRY CORP. to construct a two-story dwelling with.an,attached deck, stone driveway on the west side of the proposed dwelling and 12'X 20' parking area on west side of proposed dwelling and 1 VX 20' parking area on north side of proposed dwelling, new I/A nitrogen reducing water treatment system, and to replace failing bulkhead on the west side of the property, adjacent to dug inlet on the north side of the lot as well as to replace the wood jetty, which extends into West Lake. Located: 750 West Lake Dr., Southold. SCTM#90-2-1 JONATHAN REBELL & NOAH LEVINE to construct a staircase with landings at 65' 10" in length consisting of four (4) staircases, with the bottom being removable wood or aluminum and five landings for a total of 350 sf. Located: 4790 Blue Horizon Bluff, Peconic. SCTM#74-1-35.56 MICHAEL & SUSAN CAVOUNIS to construct approx. 151 If. of vinyl bulkhead in place of existing timber bulkhead, remove and replace (in-place) 22' northerly timber bulkhead return with vinyl return, and backfill with approx. 25 cy. of clean sandy fill to be trucked in from an approved upland source; remove existing dock structure consisting of a 7'X 8' deck, 7'X 17' fixed walkway, 4'X 16' ramp, and 8'X 12' floating,dock,' and construct in the same location a new dock (to be connected to water and electricity) consisting of a 4'X 39' fixedtmber-catwatkl-constructed-withopen-grate decking and-rope-handrait) X hinged ramp and 6'X 20' float secured by two (2) 10" dia. pilings, construct 10'X 15' grade- 3 level, untreated wood deck landward of dock and bulkhead; and establish a 10' wide non- turf buffer landward of bulkhead. Located: 3475 Wells Rd., Peconic. SCTM#86-2-9 LAUGHING WATER PROPERTY ASSOC. to construct a 76' X 18' wide at low water and 3' in height at highest point a living shoreline consisting of approx. 40 cy. rip-rap, 20 cy. biodegradable sandbags, 420 sf. of spartina paten @ 9" on center, construct approx. 60' of living shoreline consisting of approx. 20 cy. of biodegradable sand bags and 480 sf. of spartina paten @ 9" on center. Located: Minnehaha Blvd., Southold. SCTM#87-3-60 PATRICIA GOELLER KIRKPATRICK to construct a two-story single-family dwelling with attached deck and driveway. Install a new, innovative alternative, nitrogen reducing IA/OWTS septic system with 161 If. of retaining wall surrounding the septic!system on the landward side of the proposed single-family dwelling. In addition, applicant proposes to establish a 50' wide non-turf buffer area landward of the*tidal wetland boundary. Located: 565 Fisherman's Beach Rd., Cutchogue. SCTM#1 11-1-34 WILLIAM MURPHY & KIMBERLY REECE for the existing 4'X 16' wood dock, to removable ramp to "L" shaped float 6'X 20' and 6'X9'. Add existing wood (private access) pedestrian bridge: 4'X 15' wood ramp to a 4'X 33' bridge to 4'X 8' ramp to cross Wunnewetta Pond for applicant's parcels. Located: 1652 Bridge Lane, Cutchogue. SCTM#118-1-4.1 STEPHEN LICATA & AMY LICATA for, the as-built alterations to the existing dwelling and to rebuild the existing 11'X 30' screened porch and add a deck to its roof.,As-built 30'X 50' patio and 68 If. of 2' wide stone wall, and 7'X 8',fire pitand pergola. In addition, there will be installed and maintained a 10' non-turf buffer on the landward side of the existing concrete seawall. ` Located: 670 Old Salt Rd., Mattituck. SCTM#144-5-13 CHARLES G. PARDEE to construct a 16'X 18' at-grade wood deck on the southwest corner of the subject parcel, setback 20' from the western property line. Establish an 8' wide vegetated buffer area landward of the existing retaining wall and along the southern portion of the eastern property line. Located: 6760 Great Peconic Bay Blvd., Laurel. SCTM#126-11-3.1 RECOMMENDATIONS-APPLICATIONS TO AMEND WETLAND & COASTAL EROSION PERMIT APPLICATIONS, MARY ANN HOWKINS to Amend Wetland Permit#9614 for the i6-kind and in-place reconstruction of a 2,161 sf. one-story dwelling with attached garage, deck and sanitary system. ocated 3245-Wei I Rd.�Pecoft–. S­CTM#86-2 — p_ ^ | Z0February 2o20 . Town ofSouthold Attn: Ms. Elizabeth Cantrell 54375Main Road FEB 2 POBox 1179 Southold, New York 11971 Re: Request for Permit IErosion Protection(Gordon Property) of Triistaes 1z4oLatham Lane,Orient,New York,1z9s7 Rising Tide Waterfront Solutions—An Engineering Company(Rising Tide) is retained as the Agent to the Applicant for the below local permit application. As such, Rising Tide Waterfront Solutions has prepared the following response to the received request(s)for additional information,which are attached to this letter It is the intent of the Applicant to: CONSTRUCT 132 LF OF RETAINING WALL, INCLUDING RETURNS,WITHIN THE AREA ADJACENT TO TIDAL WATERS LANDWARD OFTHE MEAN HIGH WATER SPRING (SPRING HIGH WATER) ELEVATION RELOCATE AND INSTALL ARMOUR STONE FOR WAVE AND SCOUR PROTECTION ALONG THE SEAWARD FACE TO THE PROPOSED WALL AND EXISTING VEGETATED SLOPE. REPLACE EXISTING DAMAGED TIMBER STAIRS. TOWN C]FSOUTHOLD | WETLAND&CEHAPERMIT APPLICATION (GORDON PROPERTY) 1. The proposed retaining wall does not specify what material the sheathing will be, is it vinyl or other? Response:The proposed retaining wall will boconstructed ofocomposite(i.e.fiberglass)material. Z. What will the approximate width be of the reconstructed timber stairs to beach? Response:The proposed stair width o5'FT0'0V. ]. What is the approximate total length of the proposed stone armoring that will go along both the retaining wall and vegetated slope? Response:The approximate total length of the proposed stone isZ350neorƒeet. Please feel free to contact us with any additional quest/ons regarding the proposed act/ons by electronic mail addressed to permits@rt+ms.comortelephone at(51O)595'3483. ns—An Engineering Company, PD,LC 'yt , 11 M. Dor)n e rn ann \-Plernht Administrator r77-- — --` 4 4 February 2020 DATE Town of Southold Town Hall Annex Attn: Ms. Diane DiSalvo ` ! FEB I 2�2Q i 54375 Route 25 i P.O. Box 1179 i Southold, New York 11971 Attn: Ms. Diane DiSalvo — Re: Local Permit Application Erosion Protection(Gordon Property) 1240 Latham Lane,Orient,New York 11957 Rising Tide Waterfront Solutions—An Engineering Company(Rising Tide) is retained as the Agent to the Applicant for the below local permit applications. As such, Rising Tide Waterfront Solutions has prepared the following response to the received request(s)for additional information,which are attached to this letter. The Applicant is seeking authorization to: CONSTRUCT 132 LF OF RETAINING WALL, INCLUDING RETURNS,WITHIN THE AREA ADJACENT TO TIDAL WATERS LANDWARD OF THE MEAN HIGH WATER SPRING (SPRING HIGH WATER) ELEVATION. RELOCATE AND INSTALL ARMOUR STONE FOR WAVE AND SCOUR PROTECTION ALONG THE SEAWARD FACE OF THE PROPOSED WALL AND EXISTING VEGETATED SLOPE. REPLACE EXISTING DAMAGED TIMBER STAIRS. TOWN OF SOUTHOLD(APPLICATION:TBD) 1. Please provide "Applicant/Agent/Representative Transactional Disclosure Form"filled out by the homeowner. Response:Please see the attached original copy along with the three additional copies required by the Town of Southold for your review. 2. Please provide the"Coastal Erosion Application Data Form"for review. Response:Please see the attached original copy along with the three additional copies required by the Town of Southold for your review. Please feel free to contact us with any additional questions regarding the proposed actions by electronic mail addressed to permits@rt-ws.com or telephone at(516)595-3483. rdR ate ont Solutions—An Engineering Company, PLLC emann or Page 1 i S,- Michael J.Domino,President 0. Town Hall Annex John M.Bredemeyer III,Vice-President ,� � 54375 Route 25 �1 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone (631) 765-1892 Greg Williams ��/ Fax(631) 765-6641 `c4UKOM BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only ( !' Coastal Erosion Permit Application I Wetland Permit Application '' J Administrative Permit JAN 2 4 202Q AffApplication: d � TransferBxtension pplicat5©: 1-Z Soutaold To�n,e: $ Board of 27.10 Incomplet SEQRA Classification. Type I Type II A) Unlisted Negative Dec. Positive Dec. Lead Agen�y Determination Date: Coordinati n:(date sent): 3.&� *CE WRP Consistency Assessment Form Sent: AC Refe al Sent: Z,Zlo•ZO ate of Ins7ection: -3-11.7-0 Receipt of�AC Report: C Technical eview: GrJv 'l q Public He ng Held: l ql a0 Resolution: Owners) Legal ame of Property (as shown on Deed): BRIENZA FAMILY LIMITED PARTNERSHIP Mailing Address, 2 AUTUMN LANE,SARATOGA SPRINGS,NEW YORK 12866 Phone Number: i(516)371-0777 Suffolk County Tax Map Number: 1000- 015-00-09-00-001-005 I hyo laAav\ Lw��,©nom Property LOcatio : PROPERTY IS LOCATED IN THE HAMLET OF ORIENT,IN THE TOWN OF SOU APPROXIMATELY.3 MIKES NORTH OF ROUTE 25 AND 30 MILES NORTHEAST OF THE LONG ISLAND EX (If necessary,provide LILCO Pole#, distance to cross streets, and locati AGENT(If applicable): MR.ADON AUSTIN,P.E.-RISING TIDE WATERFRONT SOLUTIONS Mailing Address: 486 SUNRISE HIGHWAY SUITE 102,ROCKVILLE CENTRE,NEW YORK 11570 Phone Number: 516)595-3483 � C Board of Trustees Apl-3-i.cation GENERAL DATA Land Area (in square feet): 41,701-S4 FT Area Zoning: R-40 Previous use of property: RESIDENTIAL Intended use of property: RESIDENTIAL Covenants and Restrictions on property? Yes No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes V 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. Will this project req ui 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 No Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes, provide explanation: NotAPpllcable Project Description(use attachments if necessary): CONSTRUCT 132 LINEAR FEET OF RETAINING WALL,INCLUDING RETURNS, WITHIN THE AREA ADJACENT TO TIDAL WATERS LANDWARD OF THE MEAN HIGH WATER ELEVATION.RELOCATE AND INSTALL ARMOUR STONE FOR WAVE AND SCOUR PROTECTION SEAWARD FACE OF THE PROPOSED WALL AND EXISTING VEGETATED SLOPE.REPLACE EXISTING DAMAGED TIMBER STAIRS. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: REMOVE AND REPLACE EROSION PROTECTION STRUCTURE TO PROVIDE SHORELINE RESILIENCY AND PREVENT DAMANGE OR PROPERTY LOSS DURING STORM EVENTS. Area of wetlands on lot: 5,070 square feet Percent coverage of lot: 12 % Closest distance between nearest existing structure and upland edge of wetlands: 53 feet Closest distance between nearest proposed structure and upland edge of wetlands: 53 feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled? N/A cubic yards Depth of which material will be removed or deposited: 4 feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: ANTICIPATED EQUIPMENT INCLDUDES EXCAVATOR AND/OR LOADER AND VIBRATORY HAMMER. 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): NO ANTICIPATED EFFECT ONT HE WETLANDS AND TIDAL WATERS OF THE TOWN(PLEASE SEE ATTACHED PROJECT PLANS). CONTRACTOR SHALL INSTALL HAYBALES TO PROTECT TIDAL VEGETATION;STORE MATERIALS AND EQUIPMENT LANDWARD OF MHW. Board of Trustees A] Acation COASTAL EROSION APPLICATION DATA Purposes of proposed activity: REMOVE AND REPLACE EROSION PROTECTION STRUCTURE TO PROVIDE SHORELINE RESILIENCY AND PREVENT DAMANGE OR PROPERTY LOSS DURING STORM EVENTS. Are wetlands present within 100 feet of the proposed activity? No ✓ Yes Does the project involve excavation or filling? ✓ No Yes If Yes, how much material will be excavated? N/A (cubic yards) How much material will be filled? N/A (cubic yards) Manner in which material will be removed or deposited: ANTICIPATED EQUIPMENT INCLUDES EXCAVATOR AND/OR LOADER AND VIBRATORY HAMMER. 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) NO ANTICIPATED EFFECT ONT HE WETLANDS AND TIDAL WATERS OF THE TOWN(PLEASE SEE ATTACHED PROJECT PLANS). CONTRACTOR SHALL INSTALL HAYBALES TO PROTECTTIDAL VEGETATION;STORE MATERIALS AND EQUIPMENT LANDWARD OF MHW. 617.2© 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 Name of Action or Project: EROSION PROTECTION I GORDON PROPERTY Project Location(describe,and attach a location map): PROJECT IS LOCATED IN THE CITY OF ORIENT,IN THE TOWN OF SOUTHOLD,IN SUFFOLK COUNTY,NY. THE PROJECT SITE IS APPROXIMATELY.3 MILES NORTH OF ROUTE 25 AND 30 MILES NORTHEAST OF THE LONG ISLAND EXPRESSWAY(495)• Brief Description of Proposed Action: CONSTRUCT 225 LINEAR FEET OF RETAINING WALL,INCLUDING RETURNS,WITHIN THE AREAADJACENTTO TIDAL WATERS LANDWARD OF THE MEAN HIGH WATER ELEVATION.PLACING ARMOUR STONE NECESSARY FOR WAVE AND SCOUR PROTECTION SEAWARD OF THE PROPOSED STRUCTUREAND REPLACING THE DESTROYED TIMBER STAIRS. Name of Applicant or Sponsor: Telephone: (5i8)371-0777 _ MS.SUSAN BRIENZA GORDON E-Mail: SUEBLU2000@a YAHOO.COM Address: 124o LATHAM LANE City/PO: State: Zip Code: 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 If Yes,list agency(s)name and permit or approval: USACE,NYS DOS,NYS DEC 3.a.Total acreage of the site of the proposed action? <0.1 acres b.Total acreage to be physically disturbed? <o.1 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? o.8 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial [:]Commercial ✓Residential(suburban) ❑Forest ❑Agriculture IV Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ IV, ❑ b.Consistent with the adopted comprehensive plan? O 1V ❑ 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ I 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑ 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? I c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: {,/ ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: IV ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? IV O b. Is the proposed action located in an archeological sensitive area? i ❑ 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: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline El Forest ❑Agricultural/grasslands El Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? I_/ ❑ 16.is the project site located in the 100 year flood plain? NO Y-E®S _Y 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, s a.Will storm water discharges flow to adjacent properties? O✓ NO ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briehy,describe: W1 NO ❑YES Page 2 of 4 18 Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size:' 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: I_/I ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I_/I ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applieant/sponsorP N M AU TIN,PE Date: 14 NOVEMBER 2019 Signature: 4 Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? D ❑ 3. Will the proposed action impair the character or quality of the existing community? ELa 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 a ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities El 7. Will the proposed action impact existing: ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, El a architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, 1___I ❑ waterbodies,groundwater,air quality,flora and fauna)? F Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ problems? El 11. Will the proposed action create a hazard to environmental resources or human health? El 0 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-tenn, long-term and cumulative impacts. ElCheck 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 APPLICANUAGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part oftonm officers and cmplovecs Thepuroose of this form is to provide information which can alert the town of passible conflicts of interest and allow it to take whatever action is necessaryto avoid same. YOUR NAME: SUSAN GORDON ON BEHALF OF BRIENZA FAMILY LIMITED PARTNERSHIP (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change ofZone Coastal Erosion ✓ Approval of plat Mooring Exemption from plat or official map Planning Other (If"Othee',name the activity.) LWRP CONSISTENCY ASSESSMENT FORM Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest"Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officeror employee.Either check the appropriate tine A)through D)and/or describe in the space provided (3 �. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that `pp1V�.L•13i��i�r'v�- 7G1Gt�GJ A)the owner of greater than 5O/o of the shares of the corporate stock of the applicant 4�f,i l f Jr a nr1�'C. �h r (when the applicant is a corporation); _ _�__- IN TI-,E Y( B)the legal or beneficial oxvner of any interest in a non-corporate entity(when the " Sti kr" applicant is not a corporation); =` �� /til- fir;` .�U. �_:'' C)an officer,director,partner,or employee of the applicant;or MIM TO, D)the actual applicant LC E:.C:t 311 i i-ic,,= i,,! ; _ .•;; ;:f_ �Ic is Y,ECI. DESCRIPTION OF RELATIONSHIP o Z 3 CD 0 Submitted this `Z P day �' ZO L� -•a:a D Signature ` o'rE -� Print Name stn OJ M n Form TS 1 x o 9 cn mov - c>yo,D cC.3ZCD �CD Z RL APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and'employees.The aumose of this form is to provide inforination which can alert the town of possible conflicts of interest and allow it to'take whatever action is ,necessmto avoid same. YOUR NAME: BRIENZA FAMILY LIMITED PARTNERSHIP (Last name,first name,piddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion ✓ Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other name the activity.) LWRP CONSISTENCY ASSESSMENT FORM Do you personally(or through your company,spouse,sibling,parent;or child]have a-relationship.with any,officec`or employee of the Town of Southold? "Relationship"includes by,blood,`marriage,or business interest ``Business interest"means,4 business; including a partnership,in which the towdoffcdr or,erhployee bas,even apartisl owne_rship of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5° of the shares of the corporate stock of the applicant (when,the applicant is a-oorpocation); B)the legal orlieneficial owner of any-interest ina non-corporate entity(when the applicant is riot A corporation); C)an officer,director,partner,:or employee;ofthe applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 20= Signature Print Name Form TS 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits'conf3icts of interest on the part of town officers and employees.The purpose of this form is to provide inforination which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: ADON M.AUSTIN,PE-RISING TIDE WATERFRONT SOLUTIONS (Last name,first name,iiiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion ✓ Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.), LWRP CONSISTENCY ASSESSMENT FORM Do you personally(or through your company,,spouse,sibling,parent;or child)have a relationship with any officer or employee of the Town of Southold? "ReWonship"includes by blood,-marriage,or business interest.`Business interest'•means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employmeni'by)a corporation in which the town°officer or employee awns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the,owner of greater than 5°A ofthe shares of the corporate stock of the applicant (when,the applicant'is a-corporation); B)the legal oi°beneficiai.owner of any'interest in,a non-corporate entity(when the applicant is not a'corporation); C)an officer,director,.partner,or eniployee_of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 20 Signature Print Name Form TS 1 EAF Mapper Sur ary Report Thursday, March 14, 2019 11:35 AM Disclaimer: The EAF Mapper is a screening tool intended to assist protect sponsors and reviewing agencies in preparing an environmental assessment form(EAF) Not all questions asked in the EAF are answered by the EAF Mapper Additional information on any EAF question can be obtained by consulting the EAF Workbooks Although the EAF Mapper provides the most up-to-date digital data available to 1 , DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper Digital data is not a f substitute for agency determinations �� � � '" r • ��. ' �� ' r'�iECNaTM9=,fotf�fFinaf •, ,_ . 150,&? iD�3,=lt}-0' f5® ( Board of Trustees ApI ration AFFIDAVIT ca Ci EING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL - EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Aat�u�of Owner Signature of Property Owner SWORN TO BEFORE ME THIS 0` DAY OF 20_lj_ Notary PuR CHARLOTTE A.SEVAZLIAN NOTARY PUBLIC-STATE-OF NEW YORK Registration No. 01SE6187260 Qualified in Rensselaer County M� Commission Expires May 19,20 25 Board of Trustees Ag .cation AUTHORIZATION (Where the applicant is not the owner) l/We, MS.SUSAN BRIENZA GORDON � owners of the property identified as SCTM# 1000- 015.00.09.00.001.005 in the town of ORIENT ,New York,hereby authorizes MR.ADON M.AUSTIN,PE RISING TIDE WATERFRONT SOLUTIONS,PLLC to act as my agent and handle all necessary work involved with the application process for permits)from the Southold Town- Board of Trustees for this property. 5 Pr Werty wnees ignature Property Owner's Signature SWORN TO BEFORE ME THIS v26+1— DAY OF Pa Gam,___ ,20Z2__ Notary Publi gEVAZLIAN CilA1'.LnT1'1 A. STATE or.NEW YOItIC '.t1TAR1 Plii3L1� - IZe2istration No. O1SE6t$7260 Qj alit"sed i1.rensseial�s'j\4a 19,20-6 Commission Exp PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: PLUM GUT LLC [SEC 151 BLOCK 9 1 LOT 1.41 zoo HICKS STREET,APT.6S,BROOKLYN,NEW YORK 11201 THALASSA REALTY [SEC 15 f BLOCK 9 u LOT 1.6] 1090 LATHAM LANE,PO BOX 345,ORIENT,NEW YORK 11957 MR.FREDERIC W.KOEHLER JR. [SEC 151 BLOCK 9 f LOT 1.231 1o8 ALLEN BOULEVARD,FARMINGDALE,NEW YORK 11735 STATE OF NEW YORK C:OT TNTY OF SUFFOLK STEPHANIE M.DORNEMANN w� residing at._ 307 S 1ST STREET LI N DEN H U RST NEW YORK 11757 ,being duly sworn,deposes and says that on the ..... .. __,_....,.- 12 day of.. AUGUST r 2020, 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 there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices wer a t fled at the United States Post Office at MASSAPEQUA,NEW YQRK that said Notices we nailed to each of said persons by CERTIFIED MA1L/RETURN RECEIPT. "^ Sworn to bel`ore me this Day of � , 20%1u, 3 ,p DONALD MLEY Notary PUbIk Buft Of Yak No 019A 4 ualffled In pas Coutq "1m13,51on ExrAres Augual 27„2022 � _ �. .......Er ttryJ aa�,r 1 a A � Pr B614, 4 " 1 'L 1 1 � UZ G obi 4 it ioa7:aPrr ® 1„1mxPr m I nufp 4(nlau l'i rl) Jr Y: 1 ➢ r ; ® „ I+rn IwY4 Ma f kWI",lkj.j,,, ® Ali " 3rva1.r i r s C3 6vaY�Y�'+a��N zpy�^rtna�A l�'aw au w✓"�, ul r— r au£BPar"+ ,uraFY"'iN �� .......,,.,..,.. r s �Punw tu�,'Ia 1" s 11110 ^� 7 „ Y o; i.lio m �mwr,wd I 'PoiOA iwVfl�,° �a i � ani li ni o w Vunl NN p �. � r� 9 to L A 9�Y� �,,.,,r` �' ruw h6 r Ind ta(I t u':'„. � Cx4.dk , a#»nt a'� f i,+�k rel,tlmaar-ur�Vl ��y�it2 uw y �- � �•'�a�r f4az tul�bR(Lmr„r I v1 ^�'^ q�w yn�° a �� 9 ® p�uur�'wu 117amawV!'r,(wdwn u��aw�� '�ry _ a ; 4;. 4 bMwfn�Ga'�b ® ® LJAWR NnR9,u- ry � 111 ZN � o gy 99 u M r d r ml tii Iia � u r in- g I -xxmff4lO lNNi xd¢i a 'TFni �qr+q E3 IJ2 f1 1m,of ani ldfyJDa d i -------- + 1 i—'{ I /Lna � ! urr�ud✓w+wvoamir,,rz'NrNr�am, l J"lug urri rq^ryllrPuprrrai�r+rtim 9G�w{^r'f 1.N.6'r1.fyY I Wrttl.EslLlb(IUI��(���AIYIPiIW�'"Y!U'LmWYtJtt!'�F�U'IN.IUY/�r ptldM1CdE�.WIVC�t ' Glenn CColdsmith, President M SO Foor '. Town Hall Annex Michael J. Domino 54375 Route 25 John M. Bredemeyer III P.O. Dox 1 179 A. Nicholas Krupski ;k Southold, NY 11971 Greg Williamsr" Telephone (63 1)765-1892 '..• Fax(63 1)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of BRI aNZ .I AMILY LIMITED I''ARTNERSHIP COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORM IS TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVENDA YS PRIOR TO THE PUBLIC HEARING DATE I, STEPHANIE M.DORNEMANN reSlding at/dba 3.07 S 1ST STREET,,LINDENHURST,NEW YORK 11757 being duly sworn, d... ....... ... .. _v. .,, �.....____.____._.. m. .. epose and say: That on the 8TH day of AUGUST 20 20 , I personally posted the property known as 1,140 LATHAM LANs„ORIENT,NEW YORK 11957 SCTM#1000-15-9-1.51a4o LATHAM LANE,ORIENT,NEW YORK 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 seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held We(inestla + f gttsf 19. 2020. Dated: Sworn to before me this �+ day`of����c20 •x'° r" .r- DONALD M#,.,EY -, Notary PublIc State of Now York Nu��t�rr _. QueW in�raaO(aaara�t� Public Conmkolon Expims,Auquat 27,2=.. Glenn Goldsmith,Presidento�QSQFFQ(,f-COG _ Town Hall Annex Michael J.Domino �� :A 54375 Route 25 John M.Bredemeyer III y z P.O.Box 1179 A.Nicholas Krupski o Southold,NY 11971 Greg Williams ?' p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 3, 2020 Rising Tide Waterfront Solutions Stephanie Dornemann 80 Killians Road, Suite 280 Massapequa, NY 11758 Re: Board of Trustees Application of Brienza Family-Limited Partership 1240 Latham Lane, Orient SCTM# 1000-15-9-1.5 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, August 19, 2020 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. ' Be advised, the office had previously mailed to you a Notice of Hearing noticing packet to use for the adjacent property owners, and a public notice property sign for your application regarding the above referenced property. However, because of the pandemic, many of the Board's meetings were canceled. Now that the Board of Trustees are starting to again hold public hearings via videoconferencing, you are required to send out a second revised public notice to all adjacent property owners and place the revised public notice sign at the site, and as per Chapter 55 of the Town Code, Public Hearings, Notice of, in order to be rescheduled and heard during the Board's August 19, 2020 public hearings via videoconferencing. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of this notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. -- - ruly Y s _ -- --- ---- - - - Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President _ O�QSVFFO(�-.00, Town Hall Annex Michael J.Domino �� y,� 54375 Route 25 John M.Bredemeyer III y z P.O.Box 1179 A.Nicholas Krupski ® Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESEDAY, AUGUST 19, 2020 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings/of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, August 19, 2020 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform on Wednesday, August 19, 2020 with the Regular Work Session beginning at S:OOPM, and the Public Board Hearings beginning at 5:30PM. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 912 5509 9515 Password: 014072 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on ------ the name ofi-the application to vie`�hfile. - -- — - --- i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS $°��- �•s.i." -.. >a.,�;�ti--'`rs�.Vi =a Name: (xas , ns T ' ; gag . v `d:" '. �' 4444`�:� ra'.4,��,K•'. y.,✓'N21, MOR`M`���1``+-�- LLa�.S t'2y�"^`.;iti�Y�•Y�''�K`'`•—w �� �' '� �k„tea �;� •��,. - Tau �^? r]7M nY x w.-sn eiy« ?.�' r,�7' ���''?n?��a,,.,S'�4: b• S y5{' .,'_ �r�#^` 1 i� '�.�h�.,,�s�Ff..`�'bn'•e:& h+tm��TI"p..���i;v • '�?:.°s�e�.'��*•.mss. �y f�1�:�,`S_ r� a� ��r�;�`� �' �^F"„c'�'d"�S?e�1 ;� Mg •" /L ” ^ IR T ti STATE OF NEW Y COUNTY OF SUFFOLK residing at being duly sworn,deposes and says that on the day of , 2C , 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 there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were availed at the United States Post Office at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of , 20 Notary Public i*1o,'.*T1C,E � F HEAR10, 0 _3 NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: BRIENZA FAMILY LIMITED PARTNERSHIP SUBJECT OF PUBLIC HEARING: For a Wetland Permit and a Coastal Erosion'Permit to construct 132 linear feet of composite retaining wall including a 12' return at each end within- . the area adjacent to tidal waters landward of the mean high water elevation; relocate and install armor stone for wave and scour protection along seaward face of the proposed wall and along the existing vegetated slope for a total of 235 linear feet of stone armoring; and to replace the existing damaged timber stairs to beach with new 5' wide timber stairs. Located: 1240 Latham Lane, Orient. SCTM# 1000-15-9-115 TIME & DATE OF PUBLIC HEARING: Wednesday, August 19, 2020 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website."To view the application files please visits https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in i alphabetical order., Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 NUTILL U '1= HLA K-- ING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: BRIENZA FAMILY LIMITED PARTNERSHIP SUBJECT OF PUBLIC HEARING : For a wetland Permit and a Coastal Erosion Permit to construct 132 linear feet of composite retaining wall including a 12' return at each end within the area adjacent to tidal waters landward of the mean high water elevation; relocate and install armor stone for wave and scour protection along seaward face of the proposed wall and along the existing vegetated slope for a total of 235 linear feet of stone armoring; and to replace the existing damaged timber stairs to beach with new 5' wide timber stairs. Located: 1240 Latham Lane, Orient. SCTM# 1000-15-9-1 .5 TIME & DATE OF PUBLIC HEARING : Wednesday, March 16, 2020 — at or about 5 :30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: - ' = OUT 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 there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by CERTIFIED MAILIRETURN RECEIPT. 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PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: LISAMARIE CASEY OR CURRENT PROPERTY OWNER 137o LATHAM LANE,ORIENT,NEW YORK 11957 IOANNIS JOHN DANIAS OR CURRENT PROPERTY OWNER logo LATHAM LANE,ORIENT,NEW YORK 11957 STATE OF NEW YORK COUNTY OF SUFFOLK STEPHANIE DORNEMANN , residing at 307 SOUTH 1ST STREET,LINDENHURST,NEW YORK 11757 ,being duly sworn, deposes and says that on the 14TH day of JANUARY , 20 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 there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Officeat ROCKVILLE CENTRE,NEW YORK , that said Noticesrem ' ed to of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of 1202D otary Pub DONALD SAIL SY Bary Public State 0 N"York No 01bARYMWrO- :.rmlasienExpre��9u � NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: MS.SUSAN BRIENZA GORDON SCTM# 1000-015-00-09-00-001-005 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: CONSTRUCT 132 LINEAR FEET OF RETAINING WALL,INCLUDING RETURNS,WITHIN THE AREA ADJACENT TO TIDAL WATERS LANDWARD OF THE MEAN HIGH WATER ELEVATION.RELOCATE AND INSTALL ARMOUR STONE FOR WAVE AND SCOUR PROTECTION SEAWARD FACE OF THE PROPOSED WALL AND EXISTING VEGETATED SLOPE.REPLACE EXISTING DAMAGED TIMBER STAIRS. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 124o LATHAM LANE,ORIENT,NEW YORK 11957 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: . 01 JANUARY 2020 You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME:, MS.SUSANBRIENZAGORDON MAILING ADDRESS: 2 AUTUM LANE,SARATOGA SPRINGS,NEW YORK 12866 PHONE M (516)371-0777 AGENT: MR.ADON M AUSTIN,PE-RISING TIDE WATERFRONT SOLUTIONS,PLLC MAILING ADDRESS: 486 SUNRISE HIGHWAY SUITE 102,ROCKVILLE CENTRE,NEW YORK 11570 PHONE #: (5i6)595-3483 Enc: Copy of sketch or plan showing proposal for your convenience. 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. Z. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus_, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#,15 -9 - 1.5 PROJECT NAME EROSION PROTECTION(GORDON RESIDENCE) The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0 I. 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: R Nature and extent of action: CONSTRUCT 132 LF OF RETAINING WALL,INCLUDING RETURNS,WITHIN THE AREA ADJACENT TO TIDAL WATER LANDWARD OF THE MHWS ELEVATION.RELOCATE AND INSTALL ARMOUR STONE FOR WAVE AND SCOUR PROTECTION ALONG THE SEAWARD FACE OF THE RPOPOSED WALL AND EXISTING VEGETATED SLOPE.REPLACE EXISTING DAMAGED TIMBER STAIRS Location of action: 1140 LATHAM LANE,ORIENT,NEW YORK 11957 Site acreage: 0.957 ACRES Present land use: RESIDENTIAL Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:, MS.SUSAN BRIENZA GORDON (b) Mailing address: 2 AUTUMN LANE,SARATOGA SPRINGS,NEW YORK 12866 (c) Telephone number: Area Code(516)371-0777 (d) Application number, if any 1iq Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes � No If yes, which state or federal agency? NYs DEC,usACE,NYs DOS C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LVVRP Section III—Policies; Page 2 for evaluation criteria. F]Yes Q No F✓ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Sect�ioon{III—Policies Pages 3 through 6 for evaluation criteria Yes D No R1 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Z Yes ❑ No ❑ Not Applicable THE PROPOSED EROSION PROTECTION STRUCTURE WILL PROVIDE SHORELINE RESILIENCY.THE PROJECT PLANS HAVE TAKEN INTO CONSIDERATION THE EXISTING VEGETATION WITHIN THE PROPERTY BOUNDARY AND WILL TAKE THE PROPER PRECAUTIONS TO PROTECT IT FROM DISTURBANCE DURING CONSTRUCTION AS PER OUR AUTHORIZATION FROM THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 1-1 Yes O' No Z Not Applicable THE PROPOSED PROJECTADHERES TO ALL WATER QUALITY STANDARDS.THE PROJECT COMPLIES WITH SECTION 301,302,303,3o6,AND 307 OF THE -FEDERAL WATER POLLUTION CONTROL ACT SET FORTH BY 6 NYCRR SECTION 6o8.9(a)INCLUDED IN THE ATTACHED NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION AUTHORIZATION. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes No ✓ -, ')t Applicable 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. F1 Yes F] No W Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes Q No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. El YeF-1 No 0 Not Applicable Attach additional sheets if necessary J • I 1 WORKING COAST P __ICIES 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 0 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes 13 No ✓❑ Not Applicable ` THE PROPOSED PROJECT WILL BE PERFORMED WHILE PROTECTING EXISTING VEGETATION AND ALL LIVING MARINE LIFE. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes F No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes ❑ No ❑✓ Not Applicable PREPARED BY STEPHANIE M.DORNEMANN TITLE PERMIT ADMINISTRATOR DATE 14 NOVEMBER 2019 RISING TIDE WATERFRONT SOLUTIONS,PLLC r