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Home My WebLink AboutTR-10422 Glenn Goldsmith, President � Q� Town Hall Annex �'�� 54375 Route 25 A. Nicholas Krupski,Vice President s� P.O. Box 1179 Eric Sepenoski � Southold, New York 11971 Liz Gillooly A Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 11t day of construction '/z constructed When project complete, call for compliance inspection; BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK J4. PERMIT NO. 10422&10422C DATE: JULY 10,2023 ISSUED TO: ALEXANDER PERROS V PROPERTY ADDRESS: 19215 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-51-1-18 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 19,2023 and in consideration of application fee in the sum of$2500.00 paid by Alexander Perros and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and I permits the following: Wetland Permit to demolish and remove existing bluff stairway and deck adjacent to top of bluff; construct along eroding toe of bluff approximately 93 linear feet of stone revetment consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff-face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand re- bluff for 'VA rot � nourishment(including approximately 266 cubic yards of on-site material excavated from toe of revetment installation, and approximately 58 cubic yards of clean sand to be trucked in from an approved upland source),to be vegetated with native plantings; construct new 4'wide by±67' long elevated timber bluff stairway (including±46' north-south section down bluff face and±21' east-west section over proposed revetment), consisting of a 10'x10' platform (located landward of top of bluff), A 4'x6landing to 4x16 steps to a 4'x6' landing to 4'x8' steps to a 4'x5' landing to 4'x4' steps to a 4'x5' landing to 4'x4'steps to a 4'x4' landing leading to stone steps to beach(incorporated into proposed 21 revetment); remove existing concrete debris from beach;for the existing 6' high fencing and fire pit/circular gravel patio; and to establish and perpetually maintain a 10'wide vegetated non-turf buffer along the top of the bluff; and as depicted on the revised site plan prepared by Jeffrey T. Butler, P.E., PC.,last dated July 26, 2023,and stamped approved on July 31, 2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. i,' �,,� ; i g%Jf F01 g, C00 77555-"n'.77T TERMS AND CONDITIONS The Permittee Alexander Perros residing at 19215 Soundview Avenue Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the or application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President `\nc so�/�� Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski bf Southold, New York 11971 Liz Gillooly AW Telephone(631) 765-1892 Elizabeth Peeples � Fax(631) 765-6641 c®ul , BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #10422C Applicant/Agent: En-Consultants Permittee: Alexander Perros SCTM#: 1000-51-1-18 Project Location: 19215 Soundview Avenue, Southold Date of Resolution/Issuance: July 19, 2023 Date of Expiration: July 19, 2026 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: Demolish and remove existing bluff stairway and deck adjacent to top of bluff; construct along eroding toe of bluff approximately 93 linear feet of stone revetment consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand re-nourishment (including approximately 266 cubic yards of on-site material excavated from toe of bluff for revetment installation, and approximately 58 cubic yards of clean sand to be trucked in from an approved upland source), to be vegetated with native plantings; construct new 4'wide by ±67' long elevated timber bluff stairway (including ±46' north-south section down bluff face and ±21' east-west section over proposed revetment), consisting of a 10'x10' platform (located landward of top of bluf), 4'x6' landing to 4'x16' steps to a 4'x6' landing to 4'x8' steps to a 4'x5' landing to 4'x4' steps to a 4'x5' landing to 4'x4' steps to a 4'x4' landing leading to stone steps to beach (incorporated into proposed revetment); remove existing concrete debris from beach; for the existing 6' high fencing and fire pit/circular gravel patio; and to establish and perpetually maintain a 10'-wide vegetated non-turf buffer along the top of the bluff; and as depicted on the revised site plan prepared by Jeffrey T. Butler, P.E., PC., last dated July 26, 2023, and stamped approved on July 31, 2023. 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: -�% ✓ Gleffn Goldsmith, President Board of Trustees Glenn Goldsmith,President .4'OF SOU�y Town Hall Annex A.Nicholas Krupski,Vice President �O�v �� 54375 Route 25 P.O. Box 1179 Eric Sepenoski J l Southold,New York 11971 Liz Gillooly G Q. Telephone(631) 765-1892 Elizabeth Peeples • �O 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): ALEXANDER PERROS The owners of record of property at: 19215 SOUNDVIEW AVENUE, SOUTHOLD SCTM#: 1000-51-1-18 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year .Maintenance program for a structure as described: construct along eroding toe of bluff approximately 93 linear feet of stone revetment consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth: restore bluff face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand re-nourishment(including approximately 266.cubic yards of on- site material excavated from toe of bluff for revetment installation, and approximately 58 cubic yards of clean sand to be trucked in from an approved upland source), to be vegetated with native plantings: as shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure.Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees. We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource features. Notarized signatur of owner of record Sworn to before me this 11111"ill,,, ]G day of August, 2023. ��` x0 BRU'' �� STATE / OF NEW YORK NOTARYPUBLIC TARY PU LIC/ In county 1 ry ON 01886443205 / INA \� This maintenance agreement shall only be valid Upon, ' ment 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. li . Glenn Goldsmith,President c�� so Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ®� ®�® P.O. Box 1179 Eric Sepenoski aL Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 31, 2023 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: ALEXANDER PERROS 19215 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-51-1-18 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, July 19, 2023 regarding the above matter: WHEREAS, En-Consultants on behalf ALEXANDER PERROS applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated June 2, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 19, 2023, 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, r 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 ALEXANDER PERROS to demolish and remove existing bluff stairway and deck adjacent to top of bluff; construct along eroding toe of bluff approximately 93 linear feet of stone revetment consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand re-nourishment (including approximately 266 cubic yards of on-site material excavated from toe of bluff for revetment installation, and approximately 58 cubic yards of clean sand to be trucked in from an approved upland source), to be vegetated with native plantings; construct new 4' wide by ±67' long elevated timber bluff stairway (including ±46' north-south section down bluff face and ±21' east-west section over proposed revetment), consisting of a 10'x10' platform (located landward of top of bluff), 4'x6' landing to 4'x16' steps to a 4'x6' landing to 4'x8' steps to a 4'x5' landing to 4'x4' steps to a 4'x5' landing to 4'x4' steps to a 4'x4' landing leading to stone steps to beach (incorporated into proposed revetment); remove existing concrete debris from beach; for the existing 6' high fencing and fire pit/circular gravel patio; and to establish and perpetually maintain a 10' wide vegetated non-turf buffer along the top of the bluff; and as depicted on the revised site plan prepared by Jeffrey T. Butler, P.E., PC., last dated July 26, 2023, and stamped approved on July 31, 2023. 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 V ' ruly yo Glenn Goldsmith President, Board of Trustees p S76, O ENERAL DEMOLITION NOTES: PROP05ED BLUES PROTEGTI ON, 4 3140» L START OF DEMOLITION SHALL ONLY BEGIN AFTER THE DEMOLITION CONTRACTOR HAS BEEN SHOWN Tl E PROPOSED MACHINERY ACCESS: Fof�WORK® BOTTo 01=eUJFF:. E PROPER REPORTS STATING THAT ALL HAZARDOUS MATERIALS HAVE BEEN REMOVED FROM THE SITE U51N6 RESTORATION AND PARTIAL BEACH MAcHINERY.1 ACCESS o PROPERTY,.' FEDERAL,STATE,AND LOCALLY APPROVED METHODS AND PROGEDURES FOR THE MATERIAL IN QUESTION. FOR PRO'OSED STAIR CONSTRUCTION... '15 PROPOSED BY B GE DEED TIE 2.ALL STRUCTURES,BOTH ABOVE AND BELOW GRADE ARE SHOWN AS A GUIDE FOR DEMOLITION.LOCATION OF FROM 20 CONTOUR LANDWARD -SHALL BE FROM THE SUBJEGT PROPERTY ACCESS STAIfiZ REPLACEMENT PLAN FOR: Q o `ENE SUBSURFACE STRUGTURE5 ARE ESTIMATED TO BE LOCATED AS SHOWN. THE CERTIFYING ENGINEER POE5 NOT AT EAST 51PE OF DWELLING. 511UA1E AT: Long /s/Qnq 100.93' SAT TESTTUTO E ACCCCURN Y OF THE LOCATION OF 11�5U8=�l1RFAGE STRUCTURES SHOWN OR THC�E FROM 20 CONTOUR SEAWARD -SHALL BE FROM PROPOSED BAIZ6E. SOUTHOLD,NY Spun D15TJRBA%E OF THE EXISTING VEGETATED AREA ON BLUFF SHALL TOWN OF SOUTHOLD K z d 3.Ti-E DEMOLITION SHALL 13E PERFORMED BY THE CONTRAGTOWQ AT THEIR OWN RISK AND LIABILITY. ALL BE LIMITED TO 50 SOFT.BEYOND THAT PRODUCED BY DEMOLITION d DAMAGE ON SITE OR ADJACENT TO THE DEMOLITION AREA WILL BE REPAIRED OR RB'I.AGED SOLELY AT SUFFOLK COUNTY,NEW YORK �� THE CONTRACTOR'S EXPENSE. NOR( SGTM NO.: 1000-51-1-15 Q MEAN H16H H16H WATER LINE ® EL. t2.92' 4.TO THE BEST OF THE EN6I111EEW5 KNOWLE 611 NO ENVIRONMENTAL HAZAROM),THAT COULD 13E A661RAVATED ZONING P15TRICT: N/A SITE MEAN HIGH WATER LINE a FL. 1263' BY THE DEMOLITION PROGEXJRE,EXISTS ON THIS SITE. FOR PRCP05ED REVETMENT CONSTRUCTION- SHALL BE FROM PROPOSED BARGE. USE: RESIDENTIAL ' LOCATION W 5. THE CONTRACTOR 15 ADVISED TO USE CAUTION WHEN EXGAVATIN6 AND REMOYIN6 SUBSURFACE STRUCTURES, FEMA FLOOD ZONE: N/A ';e O PIPING,ETC.,DUE TO THE LIMITED AVAILABILITY OF INFORMATION GONGERNING SUBSURFACE UTILITIES. HEAVY EQUIPMEN"AND MATERIALS TO BE DELIVERED TO 51TE 13Y u � C� b.EXCAVATION PROG�SHALL BE PE3RFORMIE O BY THE CONTRAGTORI15),IN ACCORDANCE WITH ALL BARGE;THERE SHALL BE NO 'BLUFF GUT" TO ACCESS SITE. ~ N __ 51TE DATA: EXISTING: PROPOSED: 4 O G40.65 0 I EX.GONG.DEBRIS SHALL BE CNr1 FEDERAL,STATE AND LOCAL CODES AND RE-GULATION5. • W5E RAS MEANS OF BY LOCAL MARINE CONTRAGTOIRS AS AREA OF 51TE:: 32,1533 S.F. (0.74V AGS N.G. "- �`REMOVED AND HAULED TO AN 8 N (TO TIE LINFa 165 Ib APPROVED UPLAND SITE. O OVERLAY OF PROP05EP WOOD EXTENT OF DEMOLITION: � � - �� 2't) EXISTING FAILING WOOD WALLW) m STAIR AND STONE 5TEP5 TO EXISTING STAIR TO BEACH SHALL BE REMOVED IN IT'S ENTIRETY. GENERAL NOTES: eX boulders ALSO,REMOVE 2 EXISTING DECKS, STAIR TO LOWER DECK AND F 4 _ -n NEARBY WASHED OUT AREAS BEACH. 51�PROPOSED PARTIAL I. NO 063M5 SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK SHALL BE REMOVED. PLAN FOR MORE INFO WOOD RETAINING WALLS LOCATED AT THE BOTTOM OF SLOPE ON OR TO ADJACENT PROPERTIE-5. AFTER DEMO HAS BEEN COMPLETED AND 3 0l 47 NEIGHBORING PROPERTY A5 SHOWN ON PARTIAL PLAN(THIS DWG)." NEIGHBORING PROPERTY HAS BEEN RESTORED ERECT GONSTRUGTION 4 THE REMAINS OF ANY COASTAL CONSTRUCTION SHALL BE FENCE ALONG EFFECTED PROPERTY LINE o cex, odjooenf 412 EXISTING DEGK AND STAIR REMOVED (UNLE55 OTFERWI5E NOTED) FROM THE AREA OF WORK, c o LOh 2.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK stone revet �� ` -5- =�' -� 235' (AND STONE/GONGRETE v 76 �$ menf �� THIS INCLUDES BUT IS NOT LIMITED TO ITEMS GALLED OUT ON THE 3, 0 » 10no 2. 5EE FILL AND COMPACTION NOTES PRIOR TO ANY SITE WORK. 11.42 L \ \U- J .b 11.2a ` of b DEBRI5 BENEATH PECK) TO BE SITE PLAN. ALL MATERIAL SHALL BE HAULED TO AN APPROVED E�TRAPpLA x �o •� . , O E SOVnUI 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO LOGATI ON MAP:REMOVED ' TOE OF BUJ\ UPLAND SITE �• . .� EXCAVATION. STAIR AND REVETMENT GONTRAGTOR SHALL GOORDINATi= NOT TO SCALE o 0 5 �� \ DEED TI REGARDING STONE/STAIR P05T LOCATION. LAND NOW OR �� Z Q ex. cont x rocks 3 D�Iex.conc. , FORMERLY OF �� s� �'� \s I Q . €� P11e ` E L�NE 4. ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE 5ERPAN05 �� _� �� 6\ g /� „F START OF CONSTRUCTION TAX LOT Il - `-� --_ � \� %�7 �d �1 . 100.935 A. REMOVE CONSTRUCTION DEBRIS AND THE LIKE FOUND ABOVE PROPOSED EXISTING METAL 4 FRAME . . 5,( BULKHEAD TO REMAIN _ GRAPE,w.sE MATERIAL w1 LEN DIRECTED. BLUFF STAB I L I Z�TI ON. RENOURI SHMENT 3 ; "r` -I B.REMOVE ALL UPROOTED DEAD VEGETATION. DEAD VEGETATION MAW WALUS)ox I3U1FF _ \\�- ` 5HALL BE GUT AT GRADE,LEAVE ROOTS BELOW 6RADE AND B AGH AGGE55 5TA I R PLAN: FACE SHALL tzB• N \ ` =� � -EX. DILAPIDATED FR. RETAINING MEAN H16H H16H WATER LINE ® EL. t2AZ G. HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. WALL5 TO BE REMOVED MEAN HIGHf WATER LINE a EL. 1263' FOR IWORMATION REGARDING: PROP05ED STONE REVETMENT RE-VEGETATION AND TERRAGING -- - EXISTING STAIR AND PLATFORM ELEVATION SEE \_ 4oaq �� \� _ PROPOSED BEACH AGGC-55 STAIR DEIGN AND GONSTRUGTION ' � `� TO DEGK AND DEGK(5),SHALL ' � �� ONO 40.3 _4� eX, REMOVED AND HAULED TO NOTE=: `. /r fie _ -Q PROPOSED t913 LF STONE REVETMENT ALL EX15TIN6 PLUMBIN6 AND 4026 �� \� _� _- o AN APPROVED UPLAND SITE. FOR TYPICAL ELEVATION,5EE SECTION 'A',DW6. NO2 REQ'MT5,5EE DWG No3 SANITARY SYSTEM SHALL BE 4040 �` � Q ABANDONED (RELOCATED ex. grvl LIMIT OF AREA OF WORK CD o.bs PROPOSED TOE OF BLUFF COTTAGE SHALL-BE DRY USE) l 4 - �-AY OF PROPOSED WOOD ire 403 FORr3FACHSTAIRDe�to^TION �- PLATFORM.(±ID'x±lp�),a PROPOSED PROPOSED BLUE STABILIZATION= I"O4 2 BILL OF MATERIAL: FOR 5GOH5 ABANDONMENT it AREA OF WORK 4a.10 l� I440.75 �� PARTIAL SITE PLAN(THIS SHEET) 6RADE,TERMAGE,FILL AND IRE-VE16ETATE PER O APPROXIMATE= EDGE OF WA5HED OUT AREA 'B' 'ON 51TE' FILL ACQUIRED FROM PROP05ED WORK PROGEOURE SEE BOXEDD NOTE SHALL BE LIMITED TO= \ I t SECTION A (5EE OW No.7) _ + y ERODED AREAS SHALL BE FILLED AND GRADED TO THE LEVEL OF THE QUANTITIL-S RESERVED FROM: '� -•A 2 OPF5ET HWM LOG. �o.la� EX15TING KOM PECK(_I45<±15) SIEE BILL OF MATERIALS FOR AREAS AND FILL EXCAVATION FOR REVETMENT 0 B.O. BLUFF = 1266 GU.YD5 40.12 OF FAST STAIR �'�•.�` QUANTITIES(THIS DWG) 165 183 ADJACENT BLUFF FACE(ATTAIN NATURAL GRADE),AREA: 167) 5Q.FT. A� SHALL BE REMOVED AND HAULED I TOTAL E5TIMATFA RESERVED ON SITE FILL = ±2156 CU.YDS In 3aaa go ` TO AN APPROVED UPLAND SITE. ALL AREAS OF EXISTING VE6aATION 4o.,a. 07 2 hQj '' � r eX. ��` PROPOSED REVETMENT STONE STEPS TO BEACH: wood DISTURBED/LOST DURING REMOVAL OF STAIRWAY ► ❑ COASTAL EROSION HAZARD LINE 431 >� b°u�de�s 5MPE AND WORK ARMOR STONE TO GREATE 'STONE STEPS'. O AND INSTALLATION OF NW \ \planter 3 �� of 1'1-AGE, PURCHASED FILL QUANTITIES: fence \ AS 5CALm FROM GOA9TAL EROSION -1 1, 5TEP5 ARE EMBEDDED WITHIN THE PROP05EO REVETMEWT STONES AND / SHALL BE... \ �� HAZARD AREA MAP PrlorO No.55 1":5 431 3.41 USE MATERIAL TO BE ACQUIRED FROM 'ON 51TE' EXGAVATION FOR •PLANTED/RE-PLANTED KTH NATIVE VESETATION �0�. 5�T lO OF�w O o� 3 v1 \ 2 ho ARE INTEGRAL TO �T CONSTRUCTION. PROP05ED REVETMENT,SUPPLEMENT WITH FILL PURCHASED AND w N AT CONCLUSION OF 5TAIRWAY CONSTRUCTION. x M 11 o 4.14 4 TRUCKED IN FROM AN APPROVED UPLAND SOURCE. • t- 39 41 .SEE PROPOS SITE PLAN,TH15 DW6 \ I \ 4 82J O PROPOSED REVETMENT - V Ocex, ' IY m 38,48 X 3345 38,32 \ ❑ ` O.Ow adjOCent l ` SHALL MEET PROP05ED TOE ARMOR TO WEST OF 3g' 38.9! 36.Q3 \sto� ev°tment -� > __ 3o F>CISTING BULKHEAD RETURN ON ADJACENT I. ESTIMATED REQUIRED FILL: GU.YDS. O � ��9 wood fence Lob 1.42 e r O 5- - \ U, ,,��//.. 3 3& X 36.21 �/ o_ EASTERLY PROPERTY(5EE APPLICATION PLANS BY P4 ba5eme t deck 1 II.28 J\ 5� _ Uc' OTNLZS FOR ADJACENT PROPERTY) w m � X 3,.55 o o f`13' 4 BLUFF AREA TO BE RE-NOURISHED � < entrant 3x32 LAND NOW OR FORMERLY PROPOSED STONE REVETMENT: \ •..• B : .� , WITH APPROXIMATELY 1324 CU.YO5. OF GLEAN SANDY FILL NEEDED Z LL OF THORN TO MEET F-X15TINO ADJAGENT 5TONE `"'' \ TO RESTORE BLUFFS SURFACE ELEVATION, USE RESERVED FILL FOR X 38.gi 38 3� 31.44 d ain ° :_ 'y:= d' ex. rocks 3� 31a5 TAX Lor 20.001 REVETMENT LOCATED ON SUB.EGT PROPERTY \ ".�y : 15. �W o - D 7 O j - �` 3 4 p INITIAL RE-NOURISHMENT(1266 GU.YDS). ADDITIONAL FILL WILL 8E 36.3' deck �� :: • ; '• 5 10.9' ex.cont. 0 Q REQUIRED TO ATTAIN GRADES (APPROXIMATELY 158 - P GU.YD5). PURCHASED FILL MUST BE TRUCKED IN FROM AN APPROVED APPROXIMATE EDGE OF WASHED OUT AREA 'A ' ' °� y File �c z 31 cn 3236 37.41 37 3l I0.3' � � c�..�� ••'s,r-�= � W ��.� :'� :`- R .. �....�/' � � )� O a ERODED AREAS SHALL BE FILLED AND GRADED _ •ss ;. � �' •:..• a OQDj UPLAND 50URGE. THI5 PROP05AL RESERVES THE RIGHT TU ACQUIRE W d) ' a - EXI5TIN6 METAL d FRAME BULKHEAD Q A 2 Story6.6 �„ 23.7 31.51 wn11 31 q5 TO THE LEVEL OF THE ADJACENT BLUFF FACE ` ------------::- ��` :. Q��'G� 5` To REMAIN MATERIAL FOR THIS PURPOSE. ALL FILL USED SEAWARD OF TOP OF BLUFF IY ^ Frame 36.31 3(,36 (ATTAIN NATURAL 6RADF,),AREA: *3I 1 5Q.FT. _ - fir. - 4^• �O MUST BE CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING SAND O O 3730 �25 _ G Res(dence -- � _ = Y �` d �/D •'�•:.• FOUND ONSITE AND MUST BE PURCHASED FROM AN APPROVED UPLAND SITE. 3J ry wood Fence = W -ExISrING P,jPROPOSE-ID RE-VEGETATION: �� D��, ::• Q, gravel ��hIALL(5) � w f �- : : PROPOSED BEACH ACCESS STAIR: w m garage PROVIDE PL ANTIN65 PER PLANTING SCHEDULE ,- z ro REMAIN. �� ,'• STONE QUANTITIES:. `p �-� .�► 10.7 43.0 SEE FILL,RE-VEGETATION AND TERRACING �� `� 30 \�� '� w, INw►sIVE OF(2)ENTRY PLATFORM5,(3)LANDINGS,(1)BASE �-_ _ 1 1Rl = 3 TO 5 TON ARMOR STONE = t3�B6 TONS E1_13- bin 5C�NGE OF EVENTS NOTES. PLANTING �\� -�\� =ZD - PLATF#T1 AFtl7 PROPI��ED ARl10R 5r01�STEPS TO BEACH. .. Orth AD1 �, SHALL BE LIMITED TO: SEE DWG NO3 FOR INFORMATION 50-100 LBS GORE STONE _ ±123 GU.YD5 - o - - P AG 23.7 ❑ . _ ❑ - n SHALL OCCUR IN LOGATION5 OF DISTURBANCE iX\+ Sop of �� 35�` W -- -��A 2'OFFSET 13ZOM LOG. -`_ ��' NOTE. FILTER FAI3RIG AS DEEDED 11 3ti.33 " cont 1 AND ON BARE BLUFF FACE b�uFF -�� y`25 _ e� J vin Ifence - �I _r, ! y�_y �� of PROP.STAIR cONSTR o s 11245 AA tx 10.0' WIDE NON-TURF BUFFER Q b o (NATIVE PI ANTING5) BLUFF FACE LAWHARD OF PROPOSED STONE REVETMENT a 514ALL BE 5TA13ILIZED BY GRAZING,TERRACING,FILLING N g 0 0 AND PLANTING W/APPROPRIATE NATIVE VEGETATION. o I ( AREA OF WORK APPROX.: 3,515 SOFT. LU x la "- �- "' � � o zu-I ofN�WY �K I - - =, a I _ AT CONCLUSION OF STAIR GON5TIRUGTION AND REVETMENT 0 G TY 800 212 4480 811 ~ o( INSTALLATION,BEGIN RESTORATION EFFORT'S. LIMIT plb � N & LONG I%MP I � QQ d EXI5TINC WALL AT TOP 1 www.dignetnycli.com or www.call811.com 1 X. D W LL N ►-QC I o $ pIl �u x RESTORATION TO BARE, `� a s O w I-I OF BLUFF TO REMAIN ERODED AND DISTURBED (for other states) ty o LOCATIONS ON THE BLUFF FACE,FOR AREAS OF WORK 1 i x 4z I ` \\�� AND RESTORATION, SEE PARTIAL 51TE PLAN DWG N0.1 law,excavators and contractors working in the five For safety reasons,homeowners are strongly X ' boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type E Counties on Long Island must contact DigNet, of digging on their property.Homeowners can 9 \ 6ULLIE5 SHALL BE FILLED AND GRADED 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling s 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For \\ TO THE LEVEL OF ADJACENT BLUFF prior to beginning any mechanized digging or excavation excavation work completed on personal property, 0 FACE. STABILIZE AND REINFORCE BY work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the d / TERRACING AND PLANTING Wand contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. EL. 36.0' UNDISTURBED APPROPRIATE NATIVE VEGETATION. 1-800-524-7803 for more information. q � UNDIIRBED ," SOIL y EL. 34.0 EXISTING VEGETATION SHALL REMAIN IN PLACE, '� , : DELIBERATE CARE SHALL BE TAKEN NOT TO o L4 0 5 EL. 32 0 �I \\v DISTURB ROOT BASE OF EXISTING PLANTINGS. PROP05ED BEACH 6RA55 TO 13E i _EL.30A' - - - - - - - - - - - - - - - - - - - - - - - = PLANTED AS INSTRUCTED IN v ' PLANTING 5GHB ULE,THIS DWG ® ' UNDISTURBED EL.28.0' SOIL m I COMPACTION NOTES: - . 50 GRADE 6ENERAL EL.26.0' TERRACING OTHER THAN AT TOE OF BLUFF '�::: .. PROPOSED SHRUB TO BE PLANTED N I ZI I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE 5UB GRADE MUST BE PROPERLY 50AH BE INSTALL PER TERRAGIN6 SCHEDULE, '':::. �� ' PREPARED. THE CONTRACTOR SHALL PREPARE THE 50 GRADE IN ACCORDANCE WITH SEE 'TIMBER TERRACE RETAINING WALL AND AS AN ALTERNATE TO BEACH GRASS THESE SPECIFICATIONS,USING THE NE(E55ARY ME AN5 AND MATERIALS TO PROVIDE THE - - - - - - - WHERE CONDITIONS ALLOW PLANT SPECIFIED RE5UL75. NOTHING IN 11E FOLLOWING SITUATIONS CAN BE FORESEEN. EL. 24.0' - - PLANTING DETAIL' FOR GONS77?UG110N (THIS DWG) 3'-0" ON CENTER,SEE PLANTING 5GI EDULE AND DETAIL THI5 DWG I THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE �:.�:=`�:'':=. z RE5PONSIBILIT'Y TO NOTIFY THE ENGINEER OF 5PEGIAL PROBLEMS,AND IN THE END,TO PROVIDE A 50UW SUB GRADE. EL. 22A' 2-USING 501E TEST DATA AND= ' ERODED AREAS SHALL BE A.AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE - GRADED TOO THE LEVEL OF THE ADJACENT CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE CLASSIFICATION OF THE 501E IN - EL. 20A- - - - - - - - - - - - - - - - - - - - - - ` ' ;. :;::. ., B DUFF FAGE (ATTAIN NATURAL GRADE) : :...::;>::: I ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM(ASTM 02481). THE ;:: <` \\ SIGNIFICANCE OF THE DATA WILL BE INS BY THE EN6INEER. B.501L5 DESIGNATED AS HIGHLY EXPANI51VE (6141,MHO,AND OW MAY REQUIRE LIME EL. 18.0' 5TA131LIZATION AND/OR 5ELEGTIVE REPLAGEMENf WITH SUITABLE SOILS. 5UGH SPECIAL TREATMENTS WILL BE DETAILED IN THE 51TE BID DOCUMENT5 IF THE COST 15 TO BE -_____ M15TURBM ( �%, t5.5' FROM I I . d INCLUDED IN THE CONTRACTORS BASE BID. EL. 16A' SOIL `� / � EX. B•O. BLUFF � r G. SOILS DE516NATED A5 H16HLY ORGANIC (OH,OLD,AND PT) MAY REQUIRE SELECTIVE 'Y REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF THIS TREATMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 155' _w � V t-; WILL BE DETAILED IN THE 51TE OOGUNENTS IF THE G05T 15 TO BE INCLUDED IN THE EL. 14.0' TERRAGIN6� TOE OF BLUFF SHALL BE EXPO5ED 5TONE ( � � 1� In P.THE CONTRACTOR BASE BID. t10 O.G. MIN,SEE 'TIMBER TERRACE ,,�j 1Z D.THE GONTRAGTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY _ F-i-� GONDIT70N5 REQUIRING SPECIAL CONSIDERATION NOT AVORE95ED IN THE 51TE BID RETAINING WALL AND PLANTING DETAIL' - T.O. PROP. STONE REVETMENT `� DOCUMENTS. THE EXTRA COST OF UNANTIGIPAT®REMOVAL WILL BE BASED ON THE UNIT EL. 12A FOR CONSTRUCTION (THI5 DW6) _ - - - 6 APPROX. EL. ±12:0' - - - - - - - - - uU• EL. 12.0' W W < COSTS PROVIDED WITH THE BASE BID. THE COST OF UNANTICIPATED LIME STABILIZATION ' =`' PROP05E P STONE REVETMENT � � � Z LL OR OTHER SPECIAL TREATHENT WILL BE NEGOTIATED. : ' _ 3-5 TON ARMOR STONE E-+ EL. 10.01 - - - - - - - - - - - - - - - - - - - - _ - EL. 10.0' 0 - (4IP 4.15VSTONETYP) - - - - - - - - - r - - - - - - - - - •� SUB GRADE PREPARATION T ON BUFF PROF I E + In SEGTI L L -- - pq . � � SCALE: I/4 = I-0 &D' - Q � I. THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL DEMOLITION RUBBLE,AND EL. PROPOSED STONE REVETMENT SHALL EL.8.0' Q 11J PROPOSED - :. <... OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM PROP05ED BEACH STAIR, 5EE DRAWING N0.3 STONE REVETMENT, ±013 L.F. ' : NOT ENCROACH ON EX15TING BEACH E-•I O THE SITE AND DISPOSED OF IN ACGORDANGE WITH GOVERNING LAWS AND CODES.THE PROPOSED REVETMENT, BLUFF STABILIZATION AND RENOURISHMENT (THIS DWG) - GONTRAGTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE WITH THE GRADING PLAN, EL.b.0' EL. b.0' TAKING INTO ACCOUNT THE THIGKNE55 OF THE PAVING SY5TEM. THE TOLERANGE OF TH15 PROVIDE FILTER FABRIC A5 51i0WN, ------ _ ROUGH GRADING SHALL BE WITHIN 1/2" HIGH TO I' LOW. DURING THI5 OPERATION THE - - - - _ ENGA5E GORE STONE ALL SIDES. USE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC BY FL. 4.0' U.S. FABRICS, P/N L6230 - - - - - - - - - - - - - - - - � GON5TR:UGTION EQUIPMENT AND LOADED TRUCKS SUCH SOFT AREAS SHALL BE REPORTED -TO THE EN61NEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. B.O. EXIST AND PROP. BLUFF -� 2.MAINTAINING DRY SITE GONDITIONI5: 20, PROP-50-100 LB GORE STONE (10" TO 13" ® APPROX. EL. 16.0' :. DURING PREPARATION OF THE 50 GRADE AND UNTIL 71E PAVING 15 IN PLACE,THE CONTRACTOR RIP RAP) TO BE PLACED ON AND AROUND EL. 2.0' f�-1 SHALL PROMPTLY TAKE REASONABLE MEASUR,E5 TO OBTAIN AND TO MAINTAIN A DRY 51TE FILTER FABRIC TO PREVENT SCOURING. - ` - - - -- - UNDISTURBED �--B.O. ARMOR 5-TON-E0 E. 1.8' '`� - `• CONDITION.SUCH MEASURES SHALL INCLUDE PUMPING OF FREE SURFACE WATER,MINOR � HAND AND/OR MACHINE SHAPING TO FACILITATE WATER REMOVAL AND OTHER OPERATIONS EL.O.O' - - - - - - - - - - - - - - - - - - - - 0- r - - - _ _ 501L_ _ _ _ _ _ _ _ _ _ _, - - - - - - - - -\ , F 6 LD TO SPEED DRYING. 1 �-B.O. EXCAVATION = TEL.0.0 ; - -� 3.NATIVE 501L GOMPA(T1ON: COHESIVE AND COHESIONLESS NATIVE 501L SHALL BE COMPACTED TO 45%AND 100% OF THE APPROX. 14' 019 z �• ;,- � x �. OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. PROP05ED TOE STONE FOR 4.FILL 5ELEIGT10N AND COMPACTION: GAPSTONE PROTECTION o THE M05T C05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: -5AND-GRAVEL MIX 05 TO 3%FINES (0.02 MM AND CBR> 11), � o, FSSI N P,\- , -GRAVELY SOIL 0 TO b% FINES(0.02 MM AND 613R> 8), - -5ANDY SOILS 0 TO 6% FINES(0.02 MM AND GBR> 8), / -51LTY GRAVELY SOILS(b TO 10%FIDS( 0.02 MM AND CBR>8), FILL, RE-�EC7ET�T)DN AND TERRAG I NC -51LTY 5ANDY SOIL5(b TO 15%FINES( OA2 MM AND GBR>8), -CLAYEY 6RAVEL 5OIL5(OVER 20% FINES(0.02 MM AND GBR) 5), SEQUENGE OF EVENT5 NOTES: SCOPE OF I�IORK: -EFFRE Y T. BUTLER,P.F. -GLAYEY SANDY 501L(OVER 20% FINES(0.02 MM AND GBR> 5), 1. NO RE-VE6ETATION OR TERRACING INSTALLATION SHALL OCCUR UNTIL EXI5TINC 5HRUB5, ` STONE REVETMENT, 5.THE EN61NER RESERVES THE RIGHT TO HAVE 501L TE5T5 PERFORMED TO CONFIRM THE STAIRWAY CONSTRUCTION 15 COMPLETE. / \ \TO REMAIN BLUFF RENOUR15HMENT AND 5TA E31 L I ZAtTI ON: o SUITABILITY OF ANY FILL MATERIAL_ 114E CONTRACTOR SHALL SPREAD AND COMPACT THE A. FIRSTLY - INSTALL STAIRWAY \� PLANTING 50HEDULE I. CON5TRUGT PROPOSED 5TONE REVETMENT f43 L.F. CONSTRUCTION OF z0 FILL MATE=RIAL IN b INCH MAXIMUM LIFTS. EACH LIFT SHALL BE GOMPAGTED TO 45% OF B. SECONDLY- INSTALL REVETMENT � EXISTING 13LUFF FACE ` THE REVETMENT A5 FOLLOWS: . . C� THE OPTIMUM DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO LE55 THAN OPTIMUM G. THIRDLY - FILL,TERRACE AND PLANT �/ \� PROPOSED GRA-55 AREA (MIX OF AMMOPHILA BREVILIGULATA) BEACH GRASS A. THE FIRST ROW OF ARMOR STONE WILL BE INSTALLED BELOW THE Q M015TLIRE CONTENT UP TO 2% I^ETTER.OPTIMUM PEN511Y AND OPTIMUM MOISTURE CONTENT I. LARGE ERODED AREAS: ;:...':•t. EXI5TIN6 GRADE ON A BED OF 50-100 LB GORE STONE tl' IN DEPTH N SHALL BE AS DETERMINED BY A5TM 0155-1. NO RUBBLE,TRA5H,BOULDERS,OR OTHER ERODED AREAS MUST BE FILLED TO NATURAL 6RAOE PRIOR TO GULLIES LANDWARD OF TOE OF BLUFF 2-3 COLUMNS PER PLANTING HOLE 12" OL MAX. WITH PANIGUM VIR6ATUM) O D�RIS WILL BE ALLOWED AS FILL MATERIAL IN ANY U5A6E. INSTALLING IERRAGING AND PLANTING " (MEW AND UNDERLAIN WITH FILTER CLOTH. THE ARMOR 5T01�5 WILL Z u- }- x �•�.. ... ,. SHALL BE FILLED AND GRADED TO THE SWITCH GRA55 AT 2-0 O G., 2 GAL. GONTAINI . AND BE INSTALLED AT THE BASE OF THE EXISTING BLUFF,TWO STONES 0 CD b.FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F COHE51ON OR ULTIMATE BEARING GAPAGITY IL AREAS W/ELEVATIONS AT OR NEAR NATURAL GRADE: LEVEL OF ADJACENT BLUFF FAGS, REINFORCE BY 11:RRAGING AND DEB' AND ONE STONE HIGH AS DEPICTED IN SECTION 'A' (5HT 2). OF LESS THAN 500 PSE,6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL UTILITY AND PREP AREA,FILL, INSTALL TERRACING AND PLANT ^ , T. PROPOSED NORTHERN BAYBERRY BUSH (MYRICA PENISYLVANIGA) TO BE J PIPING TRENCHES AND TANKHOLE5 TO REDUCE M16RATION OF FINE-6RAINED 501L AND 2. NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF FACE. -' _� ,5• PLANTING W/ APPROPRIATE NATIVE , PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). INGIUIDING 114E BED OF GORE STONE,17 E BASE OF 114E 51T�UGTURE �"� O W " < T VEGETATION. WILL EXTEND APPROXIMATELY *.0' BELOW THE E GRADE 0 TOE OF Z I- } SEPARATE P1551MILAR FILL MATERIALS.THE GEOTEXTILE MATERIAL SHALL OVERLAP 3. PROVIDE GLEAN SANDY FILL OBTAINED FROM EXCAVATION PREFORMED :;. - f..: ND OR 11J ADJACENT 6E0TEXTILE MATERIAL BY A MINIMUM OF 12' A5 NECESSARY TO COVER THE DURING PREPARATION FOR REVETMENT INSTALLATION FOR THE FURP05E ?= w� Bim• Z ; L ,_ PROPOSED BLUFF FACE PROPOSED BEACH ROSE BUSH (ROSA VIRGINIANA) TO BE PLANTED AT B. THE SECOND ROW OF ARMOR STONE WILL BE INSTALLED TWO STONES v i INTENDED AREA. 6C-Oli=X111 E FABRIC SHALL BE 611=130EX,IMPAR 3401,611=150EX,OR OF RESTORING BLUFF'S SURFACE ELEV. TO NATURAL GRADE (FORtwi '' W. A MINIMUM 3 FOOT ON GENIES (3 GALLON GONTAIN�. DEEP AND ONE STONE HIGH ON TOP OF THE SUB-GRADE BASE �-+ Z i U- F;.M1 TYPAR 3601 A5 MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON. 0UANTITIE5 SEE 13ILL OF MATERIAL SHT 1). \ BEACH W - :t ' A OR DESCRIBED IN ITEM A ABOVE. THE ARMOR STONE WILL BE PLACED �"+ W_ CL 1.BACKFILLING TANKHOLES,FTG.: 4. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED AND 4 •�_ �-T0 BE PLANTED AND SFIAPED 50 THAT THE TOE OF T}E SLOPE ODES NOT EXTEND Q �i L� BACKFILL FOR ANY EX15TIN6 TANKHOLE5 SHALL MEET THE REQUIREMENTS OF THI5 SECTION. GRADED TO THE LEVEL OF THE ADJACENT BLUFF FACE(THE NATURAL '` I . L ' PROP05ED BF-AGH PLUM BUSH (PRUNJ5 MARITIMA) TO BE PUNTED ATA LIKEWISE, TERRACING' "';,, �\ � TRl1G1I:D IN / MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). SEAWARD OF THE F.XI5TING TOE OF BLUFF AND THE STRUCTURE DOES } O BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOLS, 6RADE). r :`_:'>%';^'- (PLA0 N65GHEOULE. NOT ENIGROAGH ON THE EX15TIN67 BEACH. O BASEMENTS,ETC.SHALL COMPLY WITH THIS SECTION ALSO. 5, WORK WITHIN DESIGNATED AREA OF WORK GONTRAGTOR TO ATTEND TO USE 2x2x4 LONG UNTREATED DOUGLAS FIR WOOD ��;n �� ,� (5EE PLANTING DETAIL, THtS DWG) 8.BAGKFILLING TRENCHES: STAKES W/2x6 DOUGLAS FIR PLANKS 5EGURED TO ... :•s.• G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED ONE STONE O ly `w'``' ' L DEEP AND ONE STONE HIGH ON TOP OF THE PARTIALLY EXP05ED BACKFILL FOR UTILITY TRENGHE5 SHALL BE WELL-GRADED,GLEAN,FRE5HWAT ER 5AND, DISTURBED,WASFED OUT AREAS WITH EXIERA CARE. / O O STAKES (MIN b'-O"OG). INSTALL 1ERRAGING � b. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. �<•<;::-:•�:::; lu _ FREE OF SILT AND CLAY PARTICLES.BAGKFILLING SHALL OCCUR IMMEDIATELY AFTER THE PERPENDIGUL.AR TO DOWNWARD SLOPE. :,.w.� BASE DE5GRIBED IN ITEM B ABOVE FOR A TOTAL HEIGHT OF 1. TO APPLY FILL: PROP05M NEW SHRUB/BUSHTHEIY cO N LINE OR CONDUIT 15 IN PLACE TO PRE-GLUDE CAVING OF THE TREN(H SIDES. PRIOR TO A.WORK HORIZONTALLY AGRO55 BLUFF FACE,LIMIT THE WORK AREA 2xb PLANKS TO ADJAGENT PLANKS ALONG / PER PLANTING SGFEDULE PRUNE I/8' OF LEAF AREA BUT APPROXIMATELY ±6.0 ABOVE GRADE. BANK WILL BE GRADED Q � > INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH GU5HON OF SAND SHALL BE PROVIDED. HORIZONTAL PLANE AND THE ARMOR WILL BE SHAPED 50 THAT THE TOE OF THE SLOPE t1J L v v In TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME. CONTRACTOR (5E 5HT 3) MIN 3-0 O.G. RETAIN NATURAL FORM DOES NOT EXTEND 5EAWARD OF THE EXISTING TOE OF BLUFF AND w Z J 0 I 4.AREAS OUTSIDE PAVING SHALL BE FILLED AND GOMPAGII:D AS NECESSARY WITH 501E SHALL APPLY FILL IN 12" LIFTS TAMP BETI^EEN LIFTS. p- O B. OWE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA PLANT TIMBER TERR,4GE RETAINING MALL SPRAY WITH WILT-PROOF THE STRUCTURE DOES NOT ENCROACH ON 17�E EXISTING BEACH. 11E m GOMPLYIMB WITH THIS SECTION.EXCEPT THE TOP 6 INCHES SHALL BE NATIVE TOP501L O Q 0 0- p SUITABLE FOR GRA55. AREAS RC-QUIRING GUT SHALL AL50 BE PROVIDED WITH b INCHES PROPOSED VEGETATION AND INSTALL TERRACING BEFORE MOVING DOWN ACCORDING TO MIF6'S INSTRUCTIONS 5TONE5 AND BANK WILL AGAIN BE SHAPED,GRADED AND FILLED A5 OF NATIVE TOP501L FOR GRASS. FIN15H GRADE FOR THESE AREAS SHALL BE I INCH TO 1E E NEXT VERTICAL SURFACE AREA. AND PLANTI NCS DETAIL NEEDED TO ENSURE A STABLE SLOPE FOR THE BLUFF FACE, a a IF FOLIAGE 15 PRESENT D. REVETMENT 5TONE5 AT THE FOOT OF THE PROPOSED BEACH STAIR O BELOW TDP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF 4:1 UNLESS Q. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE SCALE: NONE N u- 0 OTHERWISE INDICATE=D ON THE SITE OR 6RADIN6 PLAN. SHALL 13E PLACED,SHAPED AND WORKED TO CREATE STONE STEPS' �.� O -- 10.COMPACTION TESTING: SHALL BE TAKEN NOT TO 015TUR8 ROOT BASE OF EXISTING PLANTS. a Z 10.ANY DEAD VEGETATION SHALL BE CUT @ 6RADE AND REMOVED FROM GROUND LINE TO BE SAME AS AT FROM THE STAIR BASE PLATFORM TO GRADE AT� BOTTOM OF � � m W THE ENGINER WILL ENGAGE AN INDEPENDENT TE5TIN&LABORATORY TO PERFORM (I) A THE NURSERY BLUFF FACE' 2. ALL DISTURBED AND BARE AREAS OF THE BLUFF FADE FROM TOP OF M O STANDARD PROCTOR 111(ASTM DI551) ON 111E FILL MATERIAL(OR NATIVE SOIL PROCTOR NOTE: LEAVE ROOTS INTACT BELOW GRADE. ESTABLISHED VEGETATION BLUFF TO TOE OF BLUFF WILL BE PLANTED WITH NATIVE O TEST(A5TM D1551)ON THE FILL MATERIAL(OR NATIVE 501L IF NO FILI 15 USED) AT LEA5T 11. ANY UPROOTED TREES,ETC. SHALL BE REMOVED FROM BLUFF FACE. TERRAGINC SCHEDULE OR MEANS of STABILIZATION v 12 HOURS BEFORE THE CONTRA(TOR INITIATES COMPACTION AND(2) A NUCLEAR DENSITY 12. 5E E 'PLANTING SCHEDULE', 'TYPICAL SHRUB PLANTING DETAIL, 'TERRACING VEGETATION. SEE PLANTING SCHEDULE AND DETAIL(THIS DWG) FOR TERRACE SLOPE AGGOIRDING TO SGH. BELOW: 18 MIN.FOR PLANTS (PLANTED GRASSES AND/OR IERRAGIN6) APPROVED PLANTINGS AND PLANTING INSTRUCTIONS. THE PLANTING GAUGE(ASTM 02422 AND A5TM 03011) OR SAND GONE(ASTM 0I55b) TEST AT A MINIMUM 5GHEDULE' AND 'TIMBER TERRACE RETAINING WALL AND PLANTING UP TO 4 HIGH,20 MIN. WILL M OF THREE RANDOMLY SELECTED LOGATION5 TO W_A5URE THE DECREE OF COMPACTION OF DETAIL', THI5 DWG. LL BE MAINTAINED UNTIL THE VEGETATION 15 SUCCESSFULLY SLOPES OF 1:3 FOR PLANTS OVER 411 REMOVE BURLAP FROM TOP OF THE SURFACE SUB6RADE. IF THE RE5ULT5 FROM THIS TEST FOR THE FILL OR NATIVE 501L 13. CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. SLOPES OF i:2 SLOPES OF I:I OR GREATER :::i ESTABLISHED (MONITORED OVER 3 GROWING SEASONS). PA(5E . DO NOT MEET OR F�CGEED THE DK>RI3= OF GOMPA,GTION SPECIFIED IN THI5 SECTION,THE TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT TERRAGIN6 TO BE INSTALLED AT b" MIN ::1 BALI- 3. ALL DISTURBED AND BARE AREAS OF THE BLUFF FACE FROM TOP OF b'O G. SPACING 3'O.G.SPACING I'O G. SPACING BLUFF TO 10' LANDWARD OF REVETMENT WILL BE TERRACED PER COST OF TESTING WILL BE DEDUCTED FROM 11-E CONTRACT AMOUNT,AND THE TESTING(2) _- BACKFILL WITH TOP501L d PEAT- MOSS TERRACING SCHEDULE AND DETAIL(THI5 DWG). WILL BE REPEATED. 3:1 RATIO BY VOLUME IN 4" NOTE: 4.5EE DRAWING N0.1 FOR REQUIRED MATERIALS AND QUANTITIE5 11.THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THE j 1 G 1 , LAYER5-WATER EACH LAYER UNTIL a r r 5TAWARDS OF THE 5.CD.H.5. CONTRACTOR 15 RE5PON51BL.E FOR ALL IN5PEGT1ON5 AND ALL PLANTED VEGETATION WILL REQUIRE h TYPIGAsL SHRUB SETTLED. DO NOT TAMP I`� " F �'F _ �a SIGN-OFF OF SAME. _ PLAtNTING DETAIL NYSDEG A�PPLIGAtTION No. I`a=��I } � 12.GONIIRAGTOR IS RESPONSIBLE FOR HAVIN6IHE PROPANE TANK PUMPED OUT AND MONITORING OVER 3 GROWING SEASONS. 3 2 1 b' FOR PLANTS UP TO 4' HIGH 8" I CERTIFIED A5 EMPTY PRIOR TO RELOCATION. N.T.S. FOR PLANTS OVER 4' HIGH I;I � JUL 3 1 rnr Of 3 � o 4 FIBERGLASS GRATE BENCH BY GENERAL NOTE5 BEACH AGGE55 5TAIR5 - 6 WNICHOLS 1-871-8b4-4653 I. CONTRACTOR 514ALL CHECK AND VERIFY ALL CONDITIONS TO THE 51TE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT SCOPE OF HOfi`K: %4'x6" TOP RAIL (wwwmcnIdols.com) OR TREX OF THESE PLANS AND MAKE WORK AGREE WITH SAME. PROPO5M I < m o _ a S - BENCH AT LOCATIONS NOTED ON BEACH 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL GODS(IRC 2015) AND ALL RULES AND RE6U_AT10N5 OF THE TOWN OF 50UTHOLD,PER 1�:LVETTHEhIT, I. GON5TRUGT A t67' L6 SET OF STAIRS, INGLUOIN6 (1) 10'x10' ENTRY cv 8 STAIR PLAN(THIS DWG) 'BEACH AGOE95 STAIRS-SCOPE OF WORK',AND INFORMATION PROVIDED(THIS DWG) AND ALL RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. JSEE pyo Np•2 PLATFORM,(1) 4'Wxtb'PLATFORM,(1) 4'Wxtl6' LG STAIR,(1)41x6' LANDING, N , 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EAST5 WHIGH DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP FOR 1�0• � 4'Wxt5' LG STAIR,(1) 4'x5' LANDING, (1)4'xt4' L6 STAIR,(1) 4'x5' LANDING, T1 16 TREADS AND PLATFORMS TO BE CLOSE WORK AND NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK,HE SHALL A50E ALL RESPONSIBILITY AND / I 4M±4' LC?5TAIR,(1) 4W4' BASE LANDING AND ARMOR STONE 5TEP5 TO F ME511 BAR GRATING BY McNIGHOL5 LIABILITY ARISING QOM. O BEACH. 2"x46 GGA MID RAIL 1-817-884-4653 (wwwmcnlchols.com) 4. 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXISTING SLOPE. FROPOSM FMWTHENT STONE A. MATERIALS TO BE USED(STAIR,U.O.N,1: Q 5. ALL FOOTINOS SHALL BEAR ON UNDI5TURBED 501L WITH A MINIMUM SOIL PRE55U IZE OF 2 TONS PER 5Q.FT.AND SHALL HAVE A MINIMUM OF 6'-0"OF COVER. STEP5 TO BEAGI , I.2x12 STRINGERS 1 b. DESIGN TIMBER STR.E55-DOUGLAS FIR,NO. 2 GRADE FB = 825 P51,E = 1,200p00 PSI. PLACE, SHAPE AND WORK ARMOR 2.2x10 TREADS 1. DO NOT SCALE DRAWINGS. WRITTEN DIMEN51ON15 SUEDE SCALED DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON 51TE INSPECTIONS STONE TO GREATE 'STONE STEPS'. 3. 2x4 CLEATS " AND/OR OBSERVATIONS OF THE CONSTRUCTION. " O I STEPS ARE EMBEDDED WITHIN THE 4. 4xb POSTS (�; 8. ALL METAL JOIST HANGERS AND 07H<3Z METAL CONNECTORS REQUIRED SHALL BE TECO CONNECTORS AND OF STAINLESS STEEL MATERIAL OR EQUAL AND PROPOSED REVETMENT STONES 5.2X6 TDP RAIL 5TAINLE55 STEEL. 2xb GGA® 16 O.G. SHALL BE CAPABLE OF HANDLING LOADS 0 CONNECTION POINTS. INSTALLATIONS SHALL BE M STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS � � 4 HURRICANE GLIP5 TYP. AND RECOMMENDATIONS. AND ARE INTEGRAL TO REVETMENT b. 2x4 MID RAIL S a. AT ALL CONNECTIONS ALL HARDWARE SHALL BE GALVANIZED,U.O.N. _/ CONSTRUCTION. B.MATERIALS TO BE USED (PLATFORMS,U.ONj: 10. ALL LUMBER SHALL BE GGA NON). I I. 2x6 FLOOR J015T5 ►- - 11. ALL P05T AND DECK HARDWARE SHALL BE STAINLE55 STEEL. IN ACGOROANGE WITH A5TM AI53. 2. 2xb DEGKIN6 BEACH GRASS 12. HANDRAILS,TREADS AND PLATFORM SURFACES TO BE BUILT WITH MATERIAL SPECIFIED IN STAIR 'GONSTRUGTION DETAIL',THIS DWG. 2. ALL HARDWARE TO BE 6ALVANIZED. tr PLANTINGS(TYPICAL) 13. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR SEAWARD OF PROPOSED BULKHEAD LJ 3. ALL LUMBER TO BE GGA OR SIMILAR, U.O.N. %"xb"TOP RAIL 14.5EE DEMOLITION AND COMPACTION(]DWG N0.2) NOTES PRIOR TO COMMENCEMENT OF WORK. 4Dk4.0' I 4• SEE FILLRE-VEGETATION AND TERRACING SEQUENCE OF EVENTS NOTES 15. THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. LBASE ANDING (`-� DWG No2) - 2"x12" GGA F1 STRINGERS ® 16 2 " O.G. ::x4" GGA MID RAIL 4D' V NYS BU I LD I NC GODE - I SECTION RR314 I I i1'-0" O.G. USE(4) bxb WD PILES 6 __/ STAIRWAYS PLATFORM5/1-,ANDINGS D SECTION RR3145SEGTION RR3142 TREAO5 AND RISERS.THE MAXIMUM RISER HEIGHT I I13UILT OVER REVETMENT 2'xb" GGA® Ib" O.G. , ,I 50' L J ��/� SHALL BE b-1/4 INCHES(2041 MM) AND THE MINIMUM TREAD DEPTH SHALL BE q INGHE5(2261 MM). THE RISER HEIGHT 514ALL BE NFA5URED VERTICALLY BETWEEN LEADING 2 - 2 NXIOH GGA � � � E06ES OF THE HORIZO ALLY BEJTWEEN VERTICAL PLANES OF THE FOR8�105ACENT TREADS. T14E TREAD DEPTH SHALL BE T DTION OF PGIRDER(TYP) 40'x5.0 OSTS TO EXTEND 6'-O" + ADJACENT TREADS AND AT A R16HT AN6LE TO THE TREAD5 LEADING EDGE. THE BELOW UNDI5TURBEO 501L I I I $ LANDING WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE 5LOPEO NO Z (MINIMUM) low NON-TURF BUFFER I �� \V� PLANTED W/NATIVE VEGETATION STEEPER THAN ONE UNIT VERTICAL IN 4b UNITS HORIZONTAL(2-PERCENT SLOPE). THE V GREATEST R15BR HEIGHT WITNIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 4::X6:: GGA �+ SMALLEST BY MORE THAN 3/8 INCH(9.5 MM).THE GREATEST TREAD DEPTH WITHIN I I I I I I POSTS (M) r�i �= ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (45 MM). I _ o BEAGH AGGE55 STA I R PLAN I I u I I I I SCALE: N.T.S. L J LJ > / SECTION RR315 -� HANDRAIL5 4 4.0'x50' b z SECTION RR315.1 HANDRAIL5.HANDRAILS HAVING MINIMUM AND MAXIMUM HE16HT5 OF GON5TRUGTI ON DETAIL I I I I I I LANDING � � 34 INCHES AND 38 INCHES(864 MM AND 965",RESPECTIVELY,MEASURED • I In NOT TO SCALE I ( I x VERTICALLY FROM THE N051N6 OF THE TREADS,SHALL BE PROVIDED ON AT LEAST lI � I , PROPOSED 10'x10' WD tl6 r _ ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHAD_BE CONTINUOUS THE FULL Li ( ( I ACCESS PLATFORM 6O� I �, b �� ua LENGTH OF THE STAIR5 WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE I I ( AREA: t100 SQ.FT. T TOA POINT DIREGTLY ABOVE 4• '' THE FL ENDS SHALL BE RETURNED OR SHALL TERMINATE LOWEST THE TE IN NEWEL POSTS OR w N I ( .0'x6.0' SAFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF 4 r I I I I 4. LND6 �� NOT LE55 THAN 1.5 INCHES(38 MM) BEThEEN THE WALL AND THE HANDRAIL. V_ A-+ m I I I I WO PLAM 5EGTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAIL5 SHALL BE OF ONE w d- I OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT 6RA5PABILITY. W X TYPE I. HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN OUTSIDE lu LL_X Z UQ_ t46: DIAMETER OF AT LEAST 1-V4 INGHE5(32 MND AND NOT GREATER THAN 2 INGHE5(51 X MM). IF THE HANDRAIL 15 NOT GIRGULAR IT SHALL HAVE A PERIMETER DIMENSION I o OF AT LEAST 4 INCHES(102 MM) AND NOT GREATER THAN 6-1/4 INCHES(Ib0 MM) - < S 0 I PROPOSM I WITH A MAXIMUM GRO55 5EG11ON DIMENSION OF 2-1/4 INCHES(51Q = (f3MM). 101x10 WD ACCESS PLATFORM TO D_ LU (rj ua STAIR,LANDWARD OF TOP OF BLUFF C� I Z Sad z I AREA: t100 SOFT. � 41x6' WD. TFORM Q TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN b-I/4 INCHES(160 MM)SHALL d1 p g• PROVIDE A GRASPABLE FINGER REGE55 AREA ON BOTH 51DE5 OF THE PROFILE. f� I THE FINGER REGE95 5HALL BE61N WITHIN A P15TANCE OF 3/4 INGH(141 MM) IEARRED tx I 4' WIDE STAIR(TYPICAL) VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH W m 4< o o _ OF AT LEAST 5/Ib INCH(6 MM) WITHIN 1/8 INCH BELOW THE WIDEST PORTION OF THE `p EX. DNELLING q�J PROPGK�HD W000 5TAIR TO BEACH SEE 'GON5TRUGTION DETAIL' FOR PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/b INCH(10 T.O. 101x10' PLTFRM LL.401 TO A LEVEL THAT 15 NOT LE55 THAN 13/4 IW HE5(45 MMU BELOW THE TALLEST EL 4OD' _ APPROX.4'W x t7O' L6, SEE ONO No.l FOR ADDITIONAL INFORMATION AND PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE PROPOS® LOCATION. DIMENSIONAL REQUIREMENTS. (THIS DWG) r IOD' L RECESS SHALL 13E 1-1/4 INCHES(32 MM) TO A MAXIMUM OF 23/4 INCHES(10 - --- -- - - L` `� , PROPOSED STAIRS AND HANDRAIL pRppO51=p STAIR LANDIN6/PLATFOFZF�t[5)� L. 38.0E06E"�-L HAVE A MINIMUM RADIUS OF ODI INCH(025 MM). E ' 10.0'w VE VEGETATION)BUFFER TO GORE - SEE NOTES,THIS SHEET ENGINEER: FOR LANOING/PLATFORM(5) LOCATED OVER PROPOSED - �. (NATIVE VEGETATION) STONE REVETMENT SHALL. BE PLACED APPROX. 6 E OF l • LL. 3606I ( � PROPOSED LANDWARD OF THE BOTTOM OF SLOPE 6 , 4xb WD. LANDING USE: - - - - - - - - - - - - - - - - - - - -� (FOREGROUND) (4) b"xb" GGA POSTS W/(2) 2"x10" GGA 61ROER5, `� , SKEWED,PARALLEL TO 2"x8" GGA JOISTS 0 Ib' O.G. EL. 34.0 U ��In' L PROPERTY LINEFIN15H DEGKING PER 'GOHSTRUGTION DETAIL' UPROPOSED V i m 'J -2xb-J015TS,%4 x-b-DEGKING // � � 4'W 5TAIR,SKEWED, � � o � •• EL. 32.0' (SEE 6ENERAL NOTES,No.q AND 10) 1 _`• L PARALLEL TO Al r L PROPERTY LINE cr cn �°� el N A\ __- v EL. 30.0' �` • by / -' .EF - - - - - - - 2xI01REAO5, 2xI2 STRIN6ER5, - ':,: �� L u-# Ft�El'T. BUTLER,P.E. �.: �� 4x6 P05T5,2x4 CLEATS 2 EL. 28.0' xb TOP RAIL,AND 2x4 MID RAIL IT.O.WOOD LANDING®8-EV.WA' SLOPE LANDWARD OF STONE REVETMENT `: '• I� CD EL.26.0' "::':, .:-�. )� , G 7 'r- I -7 5HALL BE 5TA13ILIZED BY GRADING, TERRACING,FILLING 6 AND PLANTINA5 ! LN v - - - - - - - - - - - - - - - - NOTED IN PARTIAL 51TE PLAN,DWS Nol - - - - - PROP05ED )Z- EL. EL. 24.0' SEE DWG No.2 FOR RESTORATION AND f L 4'x5' WD. LANDIN6 Q+ O CO RE-NOURISHMENT REQUIREMENTS I SKEWED,PARALLEL TO PROPERTY LINE I Q Q �� (� p W EL. 22.0 L = E- } -- �.� PROP05ED L C) LU 1- d) Z Q RE-VEGETATE DISTURBED AREAS If (2) 4'W WD - Z I T.O.WOOD LANDING®ELEV. 120.1' I v LL1 ; 1 ( - - - - - - D✓_ EL. 20.0' AT CONGLU51ON OF STAIR CONST., Ij STAIRS w Z '13 1 Q - - - - - - - - SEE PLANTING SCHEDULE. - - - - - - - - - / y � (EEYOND) PROPOSE U 0 JU I Q CL < 4'x5' WD.LANDING,(BEYOND) } O ll� EL. 18A' -- - / / ; Q PARALLEL TO PROP05M REVETMENT cs- EL. 160 �� t3 0 )� STAIR POST AT R�1/E TN�NTe / COORDINATE REGARDING STAIR POST LOG. - - �-�� ` PROPOSED 41x4'WD. BASE LANDING .� } STAIR AND REVETMENT CONTRACTOR SHALL - - - - - - - - - - - - - - - � - -1 (BEYOND),LOG. PARALLEL TO 6 W 00 V_ O m EL. 14.0' PRIOR TO ARMOR STONE INSTALLATION. OW 4 PROPOSED REVETMETIT ATOP OF V LU Z J O 1 ` ) I PROP05W ARMOR STONE STEPS I - O O www.dignetnycli.com _ �'� - - - - - - - - - - T.O. PROP. ^ O O of N�WYO�KCI1Y or 11 - ?`' `�. y STONE REVETMENT &�ON(�15LANn www.call8ll.com EL. 12D' --- s f TD.WOOD BASE PLTFRM®B.EV. t127'T 6 APPROX. EL. 112.0' EL. 12D' < w 00 (for other states) �'r`;'�'`` C/1 „ ' ----- PROPOSED REVETMENT STONES AT AND W 0 Z 800-212-4460 1 811 EL. IOD' r--__ / �- AROUND BEACH AGGE-55 STAIRS. FLAG , _ _ EL. 100' p-+ W r r - - - - - - - - - - - - - - - - - - _7 SHAPE AND WORK ARMOR STONE TO - S ECTION B / �---- y, . CREATE 'STONE STT3'S' (BEYOND). LAY - - - - - - - 0 z - ` // `� Q STONES FROM STAIR BASE PLATFORM T }" P4 Q By law,excavators and contractors working in the For safety reasons,homeowners are strongly PROPOSED BEACH 5TAIR PROFILE E-' 8'0' / REVETMENT / / Q 41 ~ PLAN - - EL. 8D' Z a five boroughs of New York City and Nassau and encouraged to call as well when planning any , _� rH GRADE AT$0.SLOPE . t4b). 5HAT'E l� /LANDWARD OF / < o ;• . • ( SURROUNDING STONE TO HELP GUARD BEACH Suffolk Counties on Long Island must contact type of digging on their property. Homeowners SCALE: N.T.S. ' % -O { STONE 5TEP5 F- - STAIR STRUCTURE FROM WAVE AGTIOK. DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by EL 6D' '-� 6.0' but no more than 10 working days(excluding calling 811,the national call before you digr/// > j/" `y: : EL. y ' t'"7 . weekends and legal holidays)prior to beginning number.For excavation work completed on �/ /% •. •, 1'-` any mechanized digging or excavation work to personal property,it is the contractor's - - - - - - - - - - - - - - - - - �` 7- / / -_ --- FSCd PROP B.O.EUFF®EL 14.6_ - - - - - - - - - - - -- - "-�-- ✓ / - - , ensure underground lines are marked. responsibility--NOT the homeowner's--to contact EL. 40 / � EL.40 Excavators and contractors can also submit DigNet. Having utility lines marked prior to / / % 'r _ _ _--- - APPROX.DIST.TO M.HAL.= 1125' E1 I- ' locate requests online,through ITIC. If you do not digging is free of charge. </ JULI- f_�2v currently use ITIC please call 1-800-524-7603 for more information. EL. 2D' �/ / ' fZEVETMENT LL. 2D' - I BEYOND ,ru[h IdTo�an STONE STEPS Burd otTns6nes EL. OD i/ '' LL. OD' - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - I ofd �F� At EN-CONSULTANTS July 26, 2023 Glenn Goldsmith, Chairman Board of Trustees Town of Southold P.O. Box 1179 Southold,NY 11971 Re: Alexander Perros, 19215 Soundview Avenue, Southold Dear Mr. Goldsmith: As discussed during the public hearing last week,please find enclosed two (2) copies of a site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated July 26, 2023, which has been revised to indicate that the proposed 10-foot wide non-turf buffer to be established along the top of bluff is to be planted with native vegetation. Res e tfully yours, Ro ert . Herrmann Coastal Management Specialist Enclosures E C E I V,fE JUL 3 1 2023 SotMald Town Board of Trustees 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting S S%AfFaj { Glenn Goldsmith,President " COG Town Hall Annex A.Nicholas Krupski,Vice President �� y<� 54375 Route 25 Eric Sepenoski y ,? P.O.Box 1179 Liz Gillooly �y • �� ` Southold,NY 11971 Elizabeth Peeples � �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed infield by: t En-Consultants on behalf of ALEXANDER PERROS requests a Wetland Permit and a Coastal Erosion Permit to demolish and remove existing bluff stairway and deck adjacent to top of bluff; construct along eroding toe of bluff approximately 93 linear feet of stone revetment consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand re-nourishment (including approximately 266 cubic yards of on-site material excavated from toe of bluff for revetment installation, and approximately 58 cubic yards of clean sand to be trucked in from an approved upland source), to be vegetated with native plantings; construct new 4' wide by ±67' long elevated timber bluff stairway (including ±46' north-south section down bluff face and ±21' east-west section over proposed revetment), consisting of a 10'x10' platform (located landward of top of bluff), 4'x6' landing to 4'x16' steps to a 4'x6' landing to 4'x8' steps to a 4'x5' landing to 4'x4' steps to a 4'x5' landing to 4'x4' steps to a 4'x4' landing leading to stone steps to beach (incorporated into proposed revetment); remove existing concrete debris from beach; for the existing 6' high fencing and fire pit/circular gravel patio; and to establish and perpetually maintain a 10' wide non-turf buffer along the top of the bluff. Located: 19215 Soundview Avenue, Southold. SCTM# 1000-51-1-18 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: X Chapt. 275,,/ Chapt. 111 other Type of Application: Wetland y _Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property; Yes No Not Applicable r Info need d/Modifications/Conditions/Etc.: r 7 1 - I —W Present Were: G. Goldsmith >o N. Krupski _.K__ E. Sepenoski _ L. Gillooly A-) E. Peeples �F� At EN-CONSULTANTS D ECEPVE September 19, 2023 SEP 2 5 20M Southold Town Board of Trustees Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 Attn.: Elizabeth Cantrell Re: Alexander Perros 19215 Soundview Avenue, Southold SCTM#1000-51-1-18 Dear Ms. Cantrell: Enclosed for your files is the 30-Year Maintenance for the proposed project for the proposed stone revetment project at the above referenced property. I hope this submittal shall enable issuance of the Wetland and Coastal Erosion permits. Thank you for your attention to this matter. Sincere y, -I�im er Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting Glenn Goldsmith,Presidentr-' FFDL� Town Hall Annex h�0 Gy-r` A.Nicholas Krupski,Vice President � �k 54375 Route 25 Eric Sepenoski y ? P.O.Box 1179 Liz Gillooly �y • ��r r� Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: En-Consultants on behalf of ALEXANDER PERROS requests a Wetland Permit and a Coastal Erosion Permit to demolish and remove existing bluff stairway and deck adjacent to top of bluff; construct along eroding toe of bluff approximately 93 linear feet of stone,revetment consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand re-nourishment (including approximately 266 cubic yards of on-site material excavated from toe of bluff for revetment installation, and approximately 58 cubic yards of clean sand to be trucked in from an approved upland source), to be vegetated with native plantings; construct new 4' wide by ±67' long elevated timber bluff stairway (including ±46' north-south section down bluff face and ±21' east-west section over proposed revetment), consisting of a 10'x10' platform (located landward of top of bluff), 4'x6' landing to 4'x16' steps to a 4'x6' landing to 4'x8' steps to a 4'x5' landing to 4'x4' steps to a 4'x5' landing to 4'x4' steps to a 4'x4' landing leading to stone steps to beach (incorporated into proposed revetment); remove existing concrete debris from beach; for the existing 6' high fencing and fire pit/circular gravel patio; and to establish and perpetually maintain a 10' wide non-turf buffer along the top of the bluff. Located: 19215 Soundview Avenue, Southold. SCTM# 1000-51-1-18 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples ELEVATIONS SHOWN HEREON REFER TO NAVE) 1983 UNAUTHORIZED ALTERATION OR ADDITION PeAwN Av RM mca®r JM TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK; .STATE EDUCATION LAW. L017g CAD FSE Dar[ JAN 2019 S OF THIS SURVEY MAP NOT BEARING OOPIE.��s 19 SOIJNDVIFW AVENUE THE LAND SURVEYOR'S INKED SEAL OR /s/and Duwlaceo.: EMBOSSED SEAL SHALL NOT BE CONSIDERED So 4/18/19 LOCATE BOULDERS, ROCKS TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN S76-31,00,, na ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND EED TIC LENDING INSTITUTION LISTED HEREON, AND ��NF TO THE ASSIGNEE" OF THE LENf11NG INSTI- 100 93, TUTIC)N. GUARANTEES ARE NOT TRANSFERABLE, Nnte: ALL SUBSURFACE STRUCTURES; WATER SUPPLY, SANITARY SYSTEMS, DRAINAGE, DRYWELLS AND UTILITIES, SHOWN ARE FROM FIELD OBSERVATIONS L''' to AND OR DATA OBTAINED FROM OTHER`S. R !!1 0 THE EXISTENCE OF RIGHTS OF WAY ® bvuldN,s W AND/OR EASEMENTS OF RECORD IF ANI, NOT SHOWN ARE NOT GUARANTEED, WHY Mr EI=19. MI IW LINE EL=2.63 m _. ` J �� Area= 32,633 s.f. ; %` V could, dock (cne® inclusive to tic= lire) - -x \uP _ •� �� racks Pilo X11,,1 r � �,�F�.��C i•1 E lj,G 0. concrete pile Pf-e-mises bnown as: - a mF4d&frame 111 - derkr� bulkhead # 19215 Soundview Avenu, «'yArii dilapidated flume top of Vitt -- _ \_ retrwing walls Osfep� fenceend i 4 #04 0.0'E Fu;y� 9,avel around ,- 4��10 fire-pit lop of bluff 71 1 j,nee end 114 - :I,L: ,„• 1.rW 6 wood c /care planter, ,,,s;. ,\ I- _ 0.7Wand fenro Sn basemen♦ deck entrance " a � \' m u, drain n 10,8' 36.•3' deck' 1 T 2 STORY t „ 19.3 1 wall r` rIV�IY/C 1.1'W AC w wall RESIDENCE Wood fence �a „„ « gravel r"-) 0J' 43.0' GARAGE will 0.3'W _ — bin vinyl(e c e fence's meel columns \ 0.9''w z ;I.., wood Wilk \ \ x if .x` A GRAVEL DRIVEWAY % electric - alirfy x Pole O O wood dt wire fence W I i O i O t , O I , I I - Wire fence Weil fence on line \ ---------------- N87°22'30"W " \33,88' 3320', ISW; 66 ' ry L chain link fence —Z— end 0.3'W curb drain` RR fies aspgn/ Utility pole 7 r9auemrnl '�- SoUnd Vie Vq \a� V gnu G �� e , 1 • i U r- JUN - 7 2023 Topographic Survey of Property Q BnaFdinf7�s'^es m situate at Southold Town of Southold Suffolk County, New York � LAND SURVEEIING Tax Map #1000-51 - 1 - 18 �,tOF NFA '� Mintoville@aol.com _ , 0 SUBDIVSIONS � Scale 1 — 3® Jan. 8, 2019 * TITLE & MORTGAGE SURVEYS TOPOGRAPHIC SURVEYS GRAPHIC SCALE �� 7 '�� ' LAND PLANNERS SITE PLANS 30 0 15 30 60 120 i•Qc. ��Agg6�' /JJOHN MINTO, L.S. PHONE: (631) 724-4832 17— A J LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO, 49866 FAX: (631) 724-5455 ( IN FEET ) 1 inch = 30 ft. P.O. BOX 1408 SAfITHTOi1'N, N.Y. 11787 GENERAL DEMOLITION NOTES: PROPOSED BLUFF PROTECTION 4 S,6.31 ' » I.START OF PEMOLITION SHALL ONLY BEGIN AFTER THE DEMOLITION CONTRACTOR HAS BEBy SHOWN THE FOR WORK® BOTT -OF BLl1FF: S 170 PROPOSED MACHINERY ACCESS: MACHINERY AGG� O PROPERTY • � . _ E PROT'132 REPORTS STATING THAT All HAZARDOUS MATERIALS HAVE Bl�l REMOVED FROM THE SITE U51N6 RESTORATION AND PARTIAL BEACH DEED FEPERAJSTTSE ONE 2.ALL TURATE, ND I-Ol ABOVE AND APPROVEDMETHODS DS AND PROCEDURES FOR DEMOLFOR THE ITION.IAL IN aEONON.OF FOR PROP05M STAIR CONSTRUCTION... 5 PROPOSED BY B GE Q FROM 20 CONTOUR LANDWARD -SHALL BE FROM THE SUBJECT PROPERTY AGGE55 5TAIR REPLAGEMENT PLAN FOR: . _ E SUBSURFACE 5TRUGTWE5 ARE ESTIMATED TO 13E LOCATED A5 5HOhN.THE CERTIFYING ENGINEER DOES NOT AT EA57 51DE OF DWELLIN6. `r Long 151QnNY d 100.93 ANTU O E ACO)ZA Y OF THE LOGAT1ON OF THE 5UB5l1RFAGE STMTURE5 5HOWN OR THOSE FROM 20'GONTOIR SEAWARD -SHALL BE FROM FROP05ED BARGE. S01UT p� S0Un10 d 3.THE DEMOLITION SHALL 13E PC-RI-ORM® 13Y THE GONTRAGTOR(5)AT THEIR OWN RISK AND LIABILITY.ALL • DISTURBANCE OF THE EXISTING V55IFEATID AREA ON BLUFF SHALL TOWN OF 5OUTHOLD BE LIMITED TO 50 SQ.FT.BEYOND THAT PRODUCED BY DEMOLITION `-' • DAMAGE ON 517E OR ADJACENT TO THE DEMOLITION AREA WILL ElE REPAIRED OR REPEALED 501$Y AT SUFFOLK COUNTY, NIEW YORK a MEAN HIGH HIGH WATER LINE ® EL. ±2 Q2' THE GONTRAGTORS EXPENSE. WORK 5GTM NO.: 1000-51-1-IS 4.TO THE BEST OF THE EN61NEER5 KNOWLEDGE,NO ENVIRONI-IENTAL HAZARD(5),THAT COULD BE AGGRAVATED ZONING DISTRICT: WA BY THE DEMOLITION PROCEDURE,EXISTS ON TH15 SITE FOR PRO1P05ED REVETMENT GONSTRllGTION... USE: RE5IMI-11AL ± SITE MEAN HIGH WATER LINE � 11. #2b3' I LOCATION W N 5. THE GONTRAGTOR 15 ADVISED TO USE GAUTION WHEN EXGAVATIN6 AND REMOVING 505URFAGE 5TRUGTURE5, SHALL BE FROM PROP05ED BARGE. FEMA FLOOD ZONE: WA 4�- CD PIPING,EfG.,DUE TO THE LIMITED AVAILABIUTY OF INFORMATION CONCERNING 5UBSWAGE UTILITIES. NAVY EQUIPMENT AND MATERIALS TO BE DELIVERED TO SITE BY O ohs I b.EXCAVATION PROG11711RE5 SHALL BE PERFORI-M BY THE CONTRACTOR(5),IN ACCORDANCE WITH ALL BARGE;THERE SNAIL BE NO 'BLUFF CUT' TO ACCESS SITE. 51TE DATA: EXISTING: PROPOSED: `n 04 I EX.GONG.DEBRIS SHALL SE CNrt STATE AND LOCAL GODL-5 AND REGULATIONS. AREA OF SITE: 32,633 S.F.(0.714142 AG) M.G. © REMOVED AND HAULED TO AN ABLE MEANS OF ACCESS.�LOCAL MARINE CONTRACTORS AS APPROVED UPLAND 5171=. N (TO TIE LINE 165 J 163 C=) OVERLAY OF PROP05M WOOD EXTENT OF DEMOLITION: Zi - v rr BFAGH SHALL BE REMOVED IN IT5 ENTIRETY. GENERAL NOTES: 236 EX FAILING WOOD WALL(5) STAIR AND STONE 5113'5 TO EXISTING STAIR TO �eX`boud i� NEARBY WASHED OUT AREAS ALSO,REMOVE 2 EXI5TING DECKS, STAIR TO LOWER DECK AND 4 - BF�GFf. SEE PROPOSE? PARTIAL I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK 47 �� SHALL 13E REMOVED. PLAN FOR MORE INFO. WOOD RETAINING LUAUS LOCATED AT THE BOTTOM OF SLOPE ON 3 07 NEIGHBORING PROPERTY AS SHOWN( ON PARTIAL PLAN(THIS DWG). OR TO ADJACENT PROPERTIES. AFTER DEMO HAS BEEN COMPLETED AND NEI6HBORIN5 PROPERTY HAS BEEN RESTORED ERECT CONSTRUCTION ?� 4.74 J a j , THE REMAINS OF ANY COASTAL CONSTRUCTION SHALL BE FENCE ALONG EFFECTED PROPERTY LINE _ / el EXI5TIN6 DECK AND STAIR Long�sfone reset 5- o Z3o S, 2 CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. F '� cex. odoc -, -� �4r � REMOVED (UNLESS OTHERWISE NOTED) FROM THE AREA OF WORK, �+°� a 2 51� FILL AND COMPACTION NOTES PRIOR TO ANY SITE WORK. � 11.42 �ment b`� - (AND 5T01�/GONGRETI= THIS INCLUDES BUT IS NOT LIMITED TO ITEMS GALLED OUT ON THE V �� s l n Q chi APO DEBRIS BENEATH DECK) TO BE 51TE PLAN. ALL MATERIAL SHALL BE HAULED TO AN APPROVED LA REMOVED UPLAND SITE. a LOGATI ON MAP■ o U o ' � . 0 SOVn 3.GONTRAGTOR TO VERIFY ALL DIM1�1510N5 IN FIELD PRIOR TO � � � TOE OF BLUFF C EXCAVATION. STAIR AND REVETMENT CONTRACTOR SHALL COORDINATE NOT TO 50ALE LAND NOW OR `' �s \ �Q ex. cone x.rocks �EEp r/ REOARDIN6 STONE/5TAIR P05T LOCATION. F 5E01 � 1 r -�\�� '�t• mss\ �3 �� ePil E CNE 4.ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE \ _ \ 4Y ,F START OF CONSTRUCTION TAX Lor n PROPOSED EXISTING METAL 4 FRAME �� l��-�, -•_ � ��`� t •; - s � • • 100.93) A. REMOVE CONSTRUCTION DEBRIS AND TI-E LIKE FOUND AeoVE CRAM,RESERVE MATERIAL WHEN DIRECTED. BULKFfEAD TO REMAIN 13LUFF 5TAB I L I ZATI ON RENOUR15HMENT _ ��X�TIRUGTURES,SOUND �� --� 5 . • B.REMOVE ALL UPROOTED DEAD VEGETATION. DEAD VEGETATION WOOD WAI1(S)ox BLUFF, �� ` 5HALL BE GUT AT 6RADE,LEAVE ROOTS BELLOW GRADE AND BEACH AGGE�J'S �JTA I R PLAN: -�� AGS SII/w RBKwN ��\ -= \ 1�C DILAPIDATED RZ RETAINING MEAN HIGH 1416H WATER LINE 6 EL. f2AZ G. HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. WALLS TO 13E REMOVED FOR 11ORMATION REGARDING: MEAN HIGH WATER LINE a EL. 12.63' PROPGSED STONE P;EVE=T•N'�NT,RE-YE6ETATION AND TERRACING EXISTING STAIR AND PLATFORM REQ'MTS, SEE ELEVATION 'A', DW6 Not ��` - TO DECK AND DECK(5),SHALL NOTE: 40.E �4� ex. r�::�`� \ `; PROPOSED BEACH ACCESS STAIR DE516N AND CONSTRUCTION 13E REMOVED AND HAULED TO PROPOSED MLF STONE REVETMENT ALL EXISTING P (N6 AND 4n26 �` �` _ _ _ o AN APPROVI D UPLAND SITE. W FOR TYPICAL ELEVATION,SEE SECTION 'A',DW6.NO2 REQ'MT5,5EE DWG No3 L SANITARY SYSTEM La 4040 �- �b -1� ABANDONED TED ex. grvl LIMIT OF AREA OF WORK -� OV82LAY OF PROP05ED WOOD 0 a65 PROP05ED TOE OF BLUFF GOTTA6E SHALL BE DRY ire 40.38 FOR 13EAGH STAR DEMOLI^f1OJ r PLATFORM(�O'XtIOl SEE PROPOSED PROPOSED BLI�F STABILIZATION: 104\ 2 BILL OF MATERIAL: FOR SGDF�' NMEIdf it AREA OF WORK 40 io I/ / 40.7s ,x� E7Rlil7 ,TEI2RAGE,FILL AND RE-V�ETATE 1'H2 X / �i PARTIAL SITE PLAN(THIS SIFT) 6,RA TE SEE DYJ6 No O APPROXIMATE EDGE OF WASHED OUT AREA 'B ON 511E FILL ACQUIRED FROM PROP05ED WORK PROCEDURE SEE BO SHALL BE LIMITED TO: / / I ( / / QUANTITIES RESERVED FROM: 4012 / � �,,; -•A 7 OfT•5ET FIROM LOG. a�7eL,_ EXISTING WOOD DECK(t145c�5) 5l�BILL OF MATERIALS FOR ARFJ45 AND FILL ERODED AREAS SHALL BE FILLED AND GRADED TO THE LEVEL OF THE QUAAIT1TlE5(THI5 DWG) 165 1.83 ADJACENT BLUFF FACE(ATTAIN NATURAL GRADE),AREA: ±611 5Q.FT. EXCAVATION FOR RE1/ETMENCf® B.O.BLUFF = ±2bb GU.YDS OF EAST STAIR 44 = I 94AL.L 13E REMOVED AND HAULED � TOTAL ESTIMATED � ON SITE FILL = 126.6 Gu.YDS • ` 3968 9p� TO All APPROVED UPLAND SITE. 2 36 PROPOSED REVETMIEM STONE 5T13'S TO BEACH: ('(� ALL AREAS OF F>CISTIN6 VC�TATION -- 40.14 :I.o7 G I U m wood DISTURBED/LOST DURING REMOVAL OF STAIRWAY , lanter -'� eX b0u�de,�� PLACE,SHAPE AND WORK ARMOR STONE TO CREATE 'STONE STEPS'. O fence AND IN5rAu.AT1ON of ASI \p COASTAL EROSION HAZARD UNE ,439 of PROPOSED PURCHASED FILL QUANTITIES: a AS SCALED FROM COASTAL EROSION 3 �� / SHALL 13E... % HAZARD AREA MAP PHOTO No.55378-83 J 3 0� \ ARI=STEPS ATEGRAL TRE EMBEDR ED Wt ENTHIN TCONSTRUCTION.��STONES AND � ��/��l�g1H��VEGETATION � SFT�� 4 3� 3.41 USE MATERIAL TO BE ACQUIRED FROM ON 517E EXCAVATION FOR AT CONGLMON OF 5TAIRHAY C 6TMGTIOK o �� _ 260 PROPOSED REVETMENT,SUPPLEMENT WITH FILL PURCHASED AND w X I I � 4 t4 q TRUGKI=D IN FROM AN APPROVED UPLAND 50URGE. r 39 41 . 5WSM PLAN,TI 115 DW6 \ ` Io.oB 82 oO C eX, 0 ' PROPOSED REVETMENT - 38,4P X 3845 38.32 duce J 12 0 ((� St of c SHALL MEET PROPOSED TOE ARMOR TO WE5T OF I. ESTIMATED REQUIRED FILL: f58 CU.YD5. II 03 u revetment oO 5- - J 2.30 EXI5,n%BULKHEAD RETURN ON ADJACENT 3g 3841 38.93 \,�y wood fence II-42 � � U 1 3s x38?I \0 EASTERLY PROPERTY(SEE APPLICATION PLANS BY w '� 1128 ^� 5� ` G OTHERS FOR ADJACENT PROPERTY) W m X baser c t deck 3755 \ tq�4 �`'+�. BLUFF AREA TO BE RE-NOURISHED W 3e.3z LAND taw OR FORMERLY PROP0%V STONE REVETKNT: -':' Wit.• - WITH APPROXIMATELY 1324 CU.YD5. OF GLEAN SANDY FILL NEEDED W Z LL -4� 3744 0 of TWRN TO MEET E 15TIN67 ADJACENT STONE �'�" '$ �'�-: \ B TO RESTORE BLURS SURFACE ELEVATION. USE RESERVED FILL FOR [� X 38.35 ' cJ afn "'� " y ex. ro6k5 TAX Lor 20DO � .�y��' ': O s REVETMENT LOCATED ON SUBJECT PROPERTY � 3 4 �7 INITIAL RE-NOURISHMENT(t2bb GU.YDS). ADDITIONAL FILL WILL BE O deck �� 3763 � ,� . ._. . . ED 36.3' ` .'' ` ,W W REQUIRES) TO ATTAIN PROP05M GRADES(APPROXIMATELY i5b , 10.9 \ _: ..� •..,. 5� ex.cont. 0 APPROXIMATE EDGE OF WASHED OUT AREA 'A � \ ile LrL 383.6 57.ai 3737 a.3 -: W ��_ t ' / r�C`� PD GU.YDS). PURGffA51� FILL MUST BE TRUCKED IN IRON AN APPROVED Q d� ERODED AREAS SHALL BE FILLED AND GRADED w- ' y: _ ��_ tib,-. �,w.. ao O CS UPLAND SOURCE. 71415 PROP05AL RE5ERVE5 THE RIGHT TO ACQUIRE W dq o s7.e7 Wall 37as TO THE LE=VEL OF THE ADJACENT BLUFF FACE =\r �5 A 2 Sto 6.6 U 23.7' = � - \` .:`�, EXISTING METAL 4 FRAME BULKHEAD �- i •- � - -�- �� w � �� -w�_W� W 1, 20-�:�: ' ''�v:::�''��'•:�=ti:•�`�-- Q� Q TO REMAIN MATERIAL FOR THIS P1�P05E. ALL FILL USED SEAWARD OF'TOPOFBLUFF � IY !V Frame �' 36se (ATTAIN NATURAL GRADE),AREA: 1311 5Q.FT. � �� o � O � 3730 c 25 -�• �� r; _: :w, ':'` = MUST BE CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING SAND O O i?e5tdente N wood fence - -� - �� FOUND ON SITE AND MUST BE PURCHASED FROM AN APPROVED UPLAND SITE. W �-=EXI5TING TIE AND worD --` N `_'mow w• �'' =;tea-•. _ a- Y w ((� 37 PROPOSED RE-VEGETATION: -�� =- -WALL(5)ON BUFF FAGE� �-:�-•••�'�, ,�:a�, • w gravel •` • :.::�.... �, ��.=` �:�ti--� • garage PROVIDE PLANTINGS PER PLANTING SCHEDULE, -�. �, - -r0 REMAIN. ��- ;;�� as y .> PROPOSED 13EAGH AGCE55 5TAIR: STONE QUANTITIES: m 10.7' 43.0' SEE FILL,RE-VEG)=TATION AND TERRACING -W -W�_--�� 3o _ yam'<<'• INGLU51VE of(2)�PLATFMS(3)LANDIN66l (V BASF= � _ O =i``' :; AJITFOF�1 AND fl�OP D ARMOR 5r01�STEPS TO BFAGH 3 TO 5 TON ARMOR STONE = 13% TONS bin SEQUEdGE OF EVENT5 NOTES. PLANTING ,_` X20 '~ porch AG 23.7 _ 5WU OCCUR IN L-OGATIONS OF DISTURBANCE <� 35 w \ I-1- 13E LIMITED TO: - SFE PM No3 FOR WORMATION 50-100 LB5 GORE STONE = ±123 GU.YD5 e ofbi - ~ A 2'OFF5ET FROM LOG. = NOTE: FILTER FABRIG AS NEEDED cont_ 1 AND OJ BARE BLUFF FACE w J vinyl fence X O w\ W�� \ _ w LIMIT OF AREA OF WORKF- _ -� of PfLOP.SraR GaNSTR �-25_ -- �' 3589 , 40.46 = _ X PROPOSE=D TERRACING: 40 3 FOR BEACH STAIR GOAISTRUGTION J45 SUM PLANTING AREA: ALL AREAS OF EX15TINO VEGETATION 3634 PROVIDE TERRACING PER TERRACING SCHEDULE, �� w � ENGINEER: wood \ 402.6 •� w _ ate _ D1sTl�zBED I Losr DURIrI�GONsiwtGnoN OF PROp+os®srA�wAY PLANT BLUFF FADE WITH NATIVE VEGETATION, INCLUDING BUT NOT _SEE TIMBER TERRACE RETAINING WALL AND �� X35` 5 ALL E3E. LIMITED TO BEACH 6RA55 AND SWITCH 6RA55 APPROXIMATE= walk - W0 .. \X PLANTING DETAIL,RE-VEGETATION AND TE2RAGIN6 ° � _ - u ■PLAAt1T3)/W-PLANTED WITH NATIVE V156EfATION AT CONCLOON BLUFF PLANTING = {3,515 SQ.FT. / L----41 � PROP0513� 40.40 ��. _,;` X SEQUENCE OF EVENTS NOTES. TERRACING SHALL ❑ 2 l0'NON-TURF BUFFER 401 �\w w � OF STAIRWAY GONSTRUGT1oN. R 1 of NFW YX Cify OCCUR IN LOCATIONS OF DISTURBANCE AND ON O •SEE PLANTING 5C.NILE AAD DETAILS,THIS DWS f^r /. �� Off\ ravel C� NOTE: THE AMOUNT OF RE-VEGETATION WILL BE LESSENED BY THE g X &SONG I�ANn BARE BLUFF FACE ] fir I 40�g O AREA OCCUPIED BY ESTABLISHED,5TA13LE EXISTING VEGETATION. c �; 3F.14 Driveway .X ,\electric 800-272-��80 811 \ . = I O ? C I ..� Iex ravel 4010 INGON BLFF FAGS h f m LAND NON oR 15 REQUIRED FOR THE PURPOSE OF STABILIZING 015TLRDW 501E 36.20 utility , www.dignetnycli.com FORMERLY OF �O� 1 403OX L I AND TO REDUCE EROSION \�, �, '0� X 5� pole X or TAX5ERLOOS (16.12 39.8f3 X 4038 �� e . N BLUFF 5TABILIZATION = 13,515 LIN.FT. 36 h7 Y TAX LOT 17 �.. 5533 / X www.call811.com �0 Plait o / \ (for other states) �� '� ` B 4107 r*-I NOTE:THE AMOUNT OF TERRAGIN6 WILL BE LE55ENED BY THE AREA 0 X B law,excavators and contractors workingin the wood °19 Ell OCCUPIED BY STABLE 501L BELOW ESTABLI51-ED,EXISTING -��'T. BUTLER,P.E. \ X y ' 3 I COASTAL EROSION HAZARD LINE VEGETATION. 10 -P wood 8 wire fence w five boroughs of New York City and Nassau and � fence � r� Y.311.31 V'! � s X Suffolk Counties on Long Island must contact � ' � A5 SCALED FROM COASTAL 1LZ0510N HAZARD O 0 e! DigNet, 1-800-272-4480 or 811,at least 48 hours 39 • ��o AREA MAP PHOTO Ito.55-518-83 SHEET 10 OF 4Q ni I ; but no more than 10 working days(excluding 3� i ° CD X CA weekends and legal holidays)prior to beginning 311 \ X 3461 / X p any mechanized digging or excavation work to 311.41 c Z 0 '7 • ensure underground lines are marked. 36ko / X O O Excavators and contractors can also submit ? 3848 X38.45 ',-/, 3332 0 ` Z �- locate requests online,through ITIC-If you do not 39__ 38.9E 38 a3 0 U- ° a / currently use ITIC,please call 1-800-524-7603 7 38 21 �9 ❑ Q X for more information. �S 3 x X Z -1 }- Q ' a � � O ° m W 36.30 QTS' , X wire fence For safety reasons,homeowners are strongly 7 basement deck ° O W 2 ~ } X I X / X encouraged to call as well when planning any entrance 3155 ° LAND ["t � O 36.64 34.Pd 3(g 32 NDN OR FORMERLY OF f l y, type of digging on their property. Homeowners well \ X35` ` 33.59 can contact us directly at 1-800-272-4480 or by 7 ' 3 .44 THORN Z O � \ \ I / 38.96• 38.35' drain ° TAX LOT 20-D01 W fence online / X calling 811,the national call before you dig 38�- 0 (� � X number.For excavation work completed on 7 deck �� 37 85 E-1 W O Q personal property,it is the contractor's 3b.3 LE6END• A'Q ° > » X responsibility-NOT the homeowner's-to contact O L Q �IY07 22 30 W DigNet.Having utility lines marked prior to 3-1.84 2 Story �" 3 36 3741 3�3� to digging is free of charge. 111.3 ° PROPERTY UNE O 99 9 9 Frcrne EXISTING BUILDING (3 � --� ., A'�j -771- _ _ _ _ _ _ _ IL/ N � \33.8 s 'Y v � �� - � �;AG � ReSldence b.b' � 23 7' �,�11 37.x5 " w O W O X > } �0 0 - . . Q�32ory 3-r.3�o J, 1 v garage NOT137 WATER U►�5 -- - - � W Z v aL O Cn U) O m � c asphalt 193901. � � p- O � � O 1 urb arar�e RR ties �� EXISTING MAJOR CONTOUR Io Q LL O 6, utility pole PROPOSED PARTIAL 51 TE PLAN EXISTING MINOR GOMouR 0 O W I� Ul X 313s °SPholt Pavement Z E/1 N O Z X36 46 , O O OBJECT TO f3E REMOVED B- Z a m P _ 51TE PLAN BASED ON 15 1.5 o 15 30 60 ao 0 X 3�6 37 / ORIGINAL SURVEY BY: ORAPHIG 5GALE I° = 15'-0° PROPOS®5T0E� _ Q SID,/nd x37.30 .0 JM LAND 5URVEYIN6,JOHN MINTO L.S. REVELMENT �1 37.63 q3 5MITHTOWN BOULEVARD AREA OF D 15TURBANGE• SHAPED STONE BEACH ACCESS STEPS o 0 STONE l��/ 3b Io x 3s v 5MITHTOWN,N.Y. 11781 FOR ADDITIONAL INFORMATION RE STAIR DESIGN SEE: ±4,410 SQ.FT. ~ V _ 5URVEYED: JAN. S,201q 13EACH AGGE55 STAIR PLAN'AND SECTION B -BEACH STAIR PROFILE' ABOVE a �• ,4� X ON 5HT.NO3 FOR DETAILED DIMEN510%. .Y p_, p / 36 24 SURVEYORS NOTES EXISTING GRADE x 6.0 _ ,, P/'N -7E : PROP05W WORK 5UMMARY: I.MAP OF GHARDONHAY H0005 AT SOJTHOLD. FILED DEMOLISH EX15TIN5 STAIR TO BEACH. SEPTEMBER 28, 1`45%FILE No.8822 el = ELEVATION ± U 51TE PLAN - EX 15TI NG GOND I T I ON �� CONSTR FROM POSED FF TO BA, BLUFF.BEACH ACGE55 w PHOTO KEY i JUN - 2 2023 � A � GON5TRUGT ±q3 L.F.STONE REVETMENT L ELEVATIONS SHOWN HEREON REFER TO NAV17 1988 STABILIZE AND RENOURISH SLOPE BY WAY OF GRADING, �� - CIO EXI5TIN6 ELEVATIONS ARE SHOWN THU5: 5 O 20 10 0 20 .40 60 ao R,20 00 / EXISTING CONTOUR LINES ARE SHOWN THU5: 5 Tl-BRACING, FILLING AND PLANTING. e ,,- . _ Z GRAPFHIG 5GALE I" = 20'-0" 0 c� 4 t1245' 5 100' WIDE a S DLI NON-TURF BUFFER _( BLUFF FACE LANDWARD OF PROPOSED STONE REVETMENT N 544ALL BE 5TABILIZED BY GRADING,TERRACING,FILLING A o z0I AND PLANTING W/APPROPRIATE NATIVE VEGETATION. o o AREA OF WORK APPROX: 3,515 SGET. CAa Q) z o z u-I AT CONCLUSION of STAIR GONSTRUND GTION AREVETMENTplb of NSW Y0.' CITY 800-212-4480 81 p ( ' 091 N o INSTALLATION,BEGIN RESTORATION EFFORTS. LIMIT Tq �'� & LONG HAW www.dignetnycli.com orwww.Inst1.xbm EX. DWELLMP <5 � f- ( � Ox OF BLUFF TO REMAIN EXISTING WALL AT TOP RESTORATION TO BARE,ERODED AND 015TURBED (for other states) s N O O • I- LOCATIONS ON THE BLUFF FACE,FOR AREAS OF WORK X I AND RESTORATION. SEE PARTIAL 51TE PLAN DWG N0.1 By law,excavators and contractors working in the five For safety reasons,homeowners are strongly N W V I = I ' boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type - Counties on Long Island must contact D[gNet, of digging on their property.Homeowners can i V 6ULLIE5 SHALL BE FILLED AND GRADED 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-2724480 or by calling 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For I TO THE LEVEL OF ADJACENT BLUFF prior to beginning any mechanized digging or excavation excavation work completed on personal property, t- A FACE. STABILIZE AND REINFORCE BY work to ensure underground lines are marked.Excavators it is the contractor's responsibility-NOT the V TERRAGIN6 AND PLANTING, W/ and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility through[TIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. EL. 36.0' UNDISTURBED APPROPRIATE NATIVE VEGETATION. 1-800-524-7603 for more information. A UNDI�RBFJ2 �� .� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Illy EL. 34.0 EX15TIN6 VEGETATION SHALLREMAIN IN PLACE, DELIBERATE CARE SHALL BE TAKEN NOT TO EL. 32 O' l,��l P15TURB ROOT BASE OF EXISTING PLANTINGS. PROP05ED BEACH 6RA55 TO BE I EL 300' - - - - - - - - - - - - - - - -� �\ PLANTED AS INSTRUCT ED IN N - - - - - - - - - - - PLANTING 5GHEDULE,TH15 DWG IUNDISTURBED GOMPAo"nON NOTE5: EL 28.0' SOIL SUB GRADE ' � � ( ( � EL.2b0' TERRACING,OTHER THAN AT TOE OF BLUFF :;= PROPOSED SHRUB TO BE PLANTED ~ I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE 5UB GRADE MUST BE PROPERLY SHALL BE INSTALL PER TERRAGING SCHEDULE, \3:`: �-AS.AN ALTERNATE TO BEACH GRASS $ I PREPARED. THE CONTRACTOR 5HALL PREPARE THE SUB GRADE IN ACGORDANGE WITH SEE 'TIMBER TERRACE RETAINING WALL AND �`` ''Y"` WHERE CONDITIONS ALLOW. PLANT � THESE SPECIFICATIONS,USING THE NEGE55ARY MEANS AND MATERIALS TO PROVIDE THE - - - - - - - - - - - - - PLANTING DETAIL' FOR CONSTRUCTION (THIS DWG) SPECIFIED RESULT'S. NOTHING IN THE FOLLOWING SITUA11ONS CAN 13E FORESEEN. EL. 24.0' �` `;: 3'-V ON GENTER,SEE PLANTING 'REREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE GONIRAGTOR OF THE ';- SGI EDULE AND DETAIL,11-1155 DWG REE,PON5113ILITY TO NOTIFY THE ENC71NEER OF 5MIAL PROBLEMS,AND IN THE END,TO PROVIDE A SOUND SUB GRADE. EL. 22.0' I 2.USING 501E TEST DATA ;� ; '` ~' ERODED AREAS SHALL BE FILLED AND A.AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE GRADED TO THE LEVEL OF THE ADJACENT CONTRACTOR IF PROVIDED,THE DATA WILL INGWDE GLA551FIGATION OF THE 501E IN - EL.200'- BLUFF FACE(ATTAIN NATURAL GRADE) ACCORDANCE WITH THE UNIFIED 501L GLA551FIGATION SY5TEM(ASTM D240. THE 516NIFIGAZE OF THE DATA WILL BE INTERPRETED BY THE EN6INEER. In B.5011-5 DE5IGNATE0 A5 HIGHLY EXPANSIVE (CHI,MHO,AND OW MAY REQUIRE LIME EL. 18.0' o m STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH 5UITA6LE 50115. 5"SPECIAL ' ' :,_ • TREATMENTS WILL BE DETAILED IN THE 51TE BID DOCUMENTS IF THE COST 15 TO BE W15TURBM � t5.5' FROM SOIL �` %. I I • ® � � INCLUDED IN ITE CONTRACTORS BASE BID. EL. Ib0' EX B.O. BLUFF G.SOILS OB16RATED AS H16HLY ORC7ANIG(OH,OLD,AND PT)MAY REQUIRE SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF T14I5 TREATMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i55 ( w WILL BE DETAILED IN THE 511E DOGUFIENT5 IF THE G05T 15 TO BE INCLUDED IN THE FL. 140' TERRAGIN6® TOE OF BLUFF SHALL BE EXP05ED STONE I m GONTRAGTORS BASE BID. D.THE GONTRAGTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY tl0 O.G. MIN,SEE TIMBER TERRACE Z Z CONDITIONS REQUIRING SPECIAL C 61PERATION NOT ADOPI55M IN THE 51TE BIDRETAINING WALL AND PLANTING,DETAILT.O. PROP.STONE REVETMENT DOGUMENT5. THE EXTRA 605T OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT EL 120' FOR CON511;=10N (THIS 01,46) _ - - - 6 APPROX. EL. ±12.0' - - - - - - - - - EL. 12.0' n W d COSTS PROVIDED WITH THE BASE BID. THE COST OF UNANTICIPATED LIME STABILIZATION ;:: ` ':. `:''-" `;- PROPOSED STONE REVETMENTZ LL OR OTHER SPECIAL TREATMENT WILL BE NE60TIATE D. 3-5 TON ARMOR STONE X EL IO.o' 1 - - - G - - - - - - - - - - - - - - - - - - - - - ; _.,;,:;-•;�: •,::.'`:.`.� :.;:.;;:�:::. - - - (4'� -4:15' STONE,TVP) - - - - - - = - - ^ "` - - - fn � SUB GRADE PREPARATION SEGTI ON BLUFF PROFILE - - - - < (V SCALE: I/4 = I-0 &D' .� :' I. THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION R11BBL E,AND EL_ \ : .;.:�._ .-::.:;._:::;::,:: PROP05W STONE REVETMENT SHALL EL.8.0 PROPOSED - �>1,�? :.-:.. ..:.,:. - (L W OTHER MOE51RA13L.E MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM PROP05ED BEACH STAIR, 5EE DRAWING NO3 NOT ENCROACH ON EXISTING BEACH THE SITZ=AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND CODES. THE PROPOSED REVETMENT, BLUFF STABILIZATION AND RENOURISHMENT (THIS DWG) STONE REVETMENT,tg3 L.F. O CONTRACTOR SHALL 514APE THE 5013 GRADE IN AGGORDAWE WITH THE GRADING PLAN, EL.6.0' EL. 6.0' TAKING INTO ACCOUNT'THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF THIS PROVIDE FILTER FABRIC AS SHOWN, ROUGH GRADING 514ALL BE WITHIN 1/2"HIGH TO I"LOW. DUQING THIS OPERATION THE - - - - - ENCASE GORE STONE ALL SIDES. USE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC BY EL 4.0' U.5. FABRICS,P/N 15230 CONSTRUGTION EQUIPMENT AND LOADED T'RLIGK5. SUCH SOFT AREAS SHALL BE REPORTED -TO n-E ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED,IF ANY. 8.0. EXIST AND PROP. BLUFF -I 2.MAINTAINING DRY 5111=CONDITIONS: PROP.5i0-100 LB GORE STONE (IV TO 13" : .::.... EL.2.0' ® APPROX. E.L. ±6.0 Ll EL. 20' DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING IS IN PLACE,THE CONTRACTOR -__-__ RIP RAP) TO BE PLA;GED ON ANO AROUND ___ _ _ _ _ _ _ _� _ _ _ _ _ _ _ _ _ SHALL PROMPTLY TAKE REA50NABL E MEA5URE5 TO OBTAIN AND TO MAINTAIN A DRY 51TE FILTER FABRIC, TO PREVENT SCOURING. �--B.O. ARMOR STONE 0 IEL. I-V CONDITION.51JGH MEASURES 514AIL INCLUDE PUMPING OF FREE SURFACE WATER,MINOR - - UNDISTURBED HAND AND/OR MACHINE SHAPING TO FACLITATE WATER REMOVAL AND OTHER OPERATIONS EL.00' - - - - - - - - - - - - - - - - - - - 501L -,,,ENGINEER: - - - - - - - - - - - - - - - - - - - - - - - - SPR ` - P:,'�G TO SPEED DRYING. `- B.O. EXCAVATION - TEL.OD' 3.NATIVE 501L COMPAGTION: COR51VE AND GOHESIONLE55 NATIVE SOIL SHALL BE COMPACTED TO g5;5 AND 100 OF THE APPROX. 14'019 G� OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. PROP05M TOE STONE FOR - ;•r� � <m �. 4.FILL 5ELEGTION AND COMPACTION: THE M05T C05T EFFEGTTVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: CAPSTONE PROTECTION m -5ANP-6RAVEL MIX 05 TO 3%FINES (0.02 MM AND CBR> 11), -GRAVELY SOIL(3 TO 6% FINES<0.02 MM AND CBR> 8), -5ANDY SOILS(3 TO 6% FINES<002 MM AND GBR -SILTY GRAVELY SOILS.(b TO jo%FINES( 002 MM AND GDR>8), / a -SILTY SANDY 5011-5(b TO 15;5 PINES( 002 MM AND GBR>8),G -CLAYEY 6RAVFL L5 02 MM AM > 5), FILL, RE-VEGETATION AND TEIZRAG I NC SCOPE OF I�IORK: 501 (OVER 20% FINES<0 .JEFFREY T. WrT R,Q.>=. -CLAYEY SANDY SOIL(OVER 20% FINES<0.02 MM AND GBR) 5), SEQUENCE OF EVENTS NOTES: f EXI5TINCG 5HRUB5, \ 5TONE REVETMENT, 5.11-E ENGINEER RE5ERVE5 THE R16HT TO HAVE 501L TE5T5 PERFORMED TO CONFIRM THE 1. NO RE-VE6ETATI0N OR TERRACING INSTALLATION SHALL OCCUR UNTIL / f TO REMAIN BLUFF RENOURI5HMENT AND STABILIZATION: SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND GOMPAGT THE STAIRWAY GON5TRUGTI0N 15 COMPLETE. PLANTING 50HEDULE 1. G0N5TRUGT PROP05ED STONE REVETMENT tq3 L.F. GON5TRUGTT0N OF O FILL MATERIAL IN b INCH MAXIMUM LIFTS. EACH LIFT SHALL 13E COMPACTED TO q5% OF A. FIRSTLY- INSTALL STAIRWAY �� EXISTING BLUFF FACE ` THE REVETMENT AS FOLLOWS: . . I=- CO THE OPTIMUM DENSITY. COMPACTION 544ALL ACCOMPLISHED ACCOMPLISFAT NO L.E55 THAN OPTIMUM B. SECONDLY- INSTALL REVETMENT ✓ A. THE FIRST ROW OF ARMOR STONE WILL BE INSTALLED BELOW THE Q 17- MOISTURE CONTENT UP TO 2% LETUM TER.OPTIMDENSITY AND OPTIMUM MOISTURE CONTENT G. THIRDLY - FILL,TERRACE AND PLANT �' �i�V PROP05ED GRASS AREA (MIX OF AMMOPHILA BRE:VILIGULATA) BEACH GRA55 � -7 SHALL BE AS DETERMINED Es'(ASTM 0I551. NO WJBBLE,TRA51f.BOULDERS.OR OTHER i. LARGE ERODED AREAS GULLIES LANDWARD OF TOE OF BLUFF 2 3 COLUMNS PER PLANTING HOLE 12" O.G MAX. WITH PANICUM VIR6ATUM) EXI5TIN6 GRADE ON A BED OF 50-100 LB CORE STONE ±I' IN DEPTH N r,:f:.: (MIT) AND UNDERLAIN WITH FILTER CLOTH. THE ARMOR STONES WILL Z � )- DEBRIS WILL BE ALLOWED AS.FILL MATERIAL IN ANY USAGE. ERODED AREAS M>5T BE FILLED TO NATURAL GRADE PRIOR TO ,xV-f . SHALL BE FILLED AND GRADED TO THE SWITCH GRA55 AT 2'-O" OL., 2 GAL. CONTAINED. �[ .f;. <'-I- . LEVEL OF ADJACENT BLUFF FACE, BE INSTALLED AT THE BASE OF THE EXISTING BLUFF,T HO 5TONE5 w Q O CD b.FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F GOHE51ON OR ULTIMATE BEARIN6 GAPAGITY INSTALLING TERRACING AND PLANTING M OF LESS THAN 500 P5F,6EOTEXTILE FABRIC SHALL BE IN5TALLEP IN ALL UTILITY AND If. AREAS W/ELEVA1ION5 AT OR NEAR NATURAL GRADE: REINFORCE BY TERRACING AND APROP05ED NORTHERN BAYBERRY BUSH(MYRICA PENSYLVANIGA) TO BE �� AND ONE STONE HIGH,AS. DEPICTED M SECTION A (5HT 2). J PIPING TRENGIE5 AND TANKHOL E5 TO REDUCE M16RATION OF FINE-RAINED SOIL AND PREP AREA,FILL INSTALL TERRACING AND PLANT `'. ;,�; >: PLANTING IN APPROPRIATE NATIVE INCLUDING THE BED OF GORE STONE,THE BASE OF THE STRUCTURE ,�,, I PLANTED AT A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). WILL EXTEND APPROXIMATELY ►-� O OOCD SEPARATE DISSIMILAR FILL MATERIALS.T14E 6EOTEXT 1 F MATERIAL SHALL 01/ERL.AP 2. NO FILL SHALL BE TAKEN FROM THE 5URROUNDIN6 BEACH OR BLUFF � ° �, VEGETATION. AIELY t6.0 ELEL OW THE GRADE ® TOE OF `'° 4'�,.- AND BLUFF. �' LL I I.- Z O ADJACENT GEOTE nLE MATERIAL BY A MINIMUM OF 12'AS.W<,E55AIRY TO COVER THE FACE. ` ` =-=Y-.:- PROP05M BLUFF FACE O v - =' ` - THE INTENDED AREA. 6EOlEXT1LE FABRIC SHALL BE 61FI30EX,TYPAR 3401,611=15OEX,OR 3. PROVIDE GLEAN SANDY FILL OBTAINED FROM EXCAVATION PREFORMED ;;_._. 1 PROPOSED BEACH R05E BUSH(FROSA VIROINIANA) TO BE R-ANTED AT B. SECOND ROW OF ARMOR STONE WILL BE INSTALLED TWO 5TONE5 TYPAR 3b01 AS MARKETED BY EXXON CHEMICAL AT I-WO-54-EXXON. DURING PREPARATION FOR REVE 14-3n INSTALLATION FOR THE - ��=`- A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). DEQ' AND ONE STONE HIGH ON TOP OF Tl E SUB-GRADE BASE a W 0 i A , :,r 1.BACKFILLING TANKHOL.ES ETC.: PURPOSE OF RESTORING BLUFF'S SURFACE ELEV.TO NATURAL GRADE ` .� ; �r PTOSED BEACH AND OR DESCRIBED IN 'ITEM A'ABOVE. THE ARMOR STONE WILL BE PLACED (� Q- Tv 5 TO BE PLANTED AND SHAPED 50 THAT THE TOE OF THE SLOPE DOES NOT EXTEND I L� < BACKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE REGUIREMENT5 OF TH15 SECTION. (FOR GIUANTITIE5 SEE 'BILL OF MATERIAL,SM 1). ;;: :: ,; PROP05M BEACH PLUM BUSH (PRUNU5 MAR.ITIMA) TO BE PLANTED AT A EE1 4. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED 11=RRAGII�(G: '`';"" _ A TED IN / MINIMUM 3 FOOT ON GENTLER (3 GALLON CONTAINER). 51:AWARD OF THE EXISTING TOE OF BLUFF AND THE STRUCTURE DOES O LIKEWISE,BACKFILL FOR OThfi3Z HOLES LEFT BY REMOVAL OF SWIMMING P0015, USE 2x2x4' LONG UNTREATED DOUGLAS FIR WOOD = `� PLANAIN63GHEOULE. BASEMENT5,ETG.SHALL COMPLY WITH THIS SECTION ALSO. AND GRADED TO THE: LEVEL OF THE ADJAGENT BLUFF FACE (THE ..';,•, �% \� (SIE PLANTING DETAIL, THI5 DW6) NOT ENCROACH ON THE F>CISIIN6 BEACH 8. BACKFILLING TRENGHE5: J,A1 L �ApE) STAKES W/2xb DOUGLAS FIR PLANKS SECURED TO . .` -= .•, / G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED ONE STONE N O a- BACKFILL FOR UTILITY TRENCHES SHALL BE HELL-GRADED,GLEAN,FRE5HWATBR SAND, 5. WORK WITHIN DE51GNATED AREA OF WORK,CONTRACTOR TO ATTEND TO STAKES (MIN b'-O"OG). INSTALL TERRACING `' `� DELA' AND ONE STONE HIGH ON TOP OF 11 E PARTIALLY F�Ci'05ED - ='` ILI FREE OF SILT AND CLAY PARTICLES.BACKFILLING SHALL OGGUR IMMEDIATELY AFTER THE DISTURBED,HASHED OUT AREAS WI1N EXTRA GARS PERPENDICULAR TO DOWNWARD SLOPE. SECURE BASE DESCRIBED IN 'ITEM B' ABOVE FOR A TOTAL HEIGHT OF ,; . LINE OR CONDUIT I$ IN PLACE TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR TO 6. APPLY FILL FROM THE TOP OF BL�JFF DOWNWARD. 2xb PLANKS TO ADJACENT PLANKS ALONG - � PROPOSED NEW SHRUB/BUSH APPROXIMATELY YOD'ABOVE GRADE. THE BANK WILL BE GRADED ^ } PER PLANTING SCHEDULE PRUNE I/8 OF LEAF AREA BUT AND THE ARMOR WILL 13E SHAPED 50 THAT THE TOE OF THE SLOPE ~ L [ m INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SI.1PJ_l_BE PROVIDED. 1. TO APPLY FILL: HORIZONTAL PLANE .�� (SEE SIFT 3), MIN 3'-0" O.G. RETAIN NATlI2AL FORM p�5 NOT EXTEND SEAWARD OF THE EXISTING TOE OF BLUFF AND w W Z �Sl � O i q.ARFA5 OUT5IDE THE PAVING SHALL BE FILLED AND COMPACTED AS NECESSARY WITH SOIL A.WORK HORIZONTALLY ACROSS BLUFF FADE,LIMIT THE WORK AREA U!1 CL Z COMPLYING WITH THIS SECTION.EXCEPT THE TOP b INGHE5 SHALL BE NATIVE TOP501L TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME.CONTRACTOR THE STRUCTURE DOES NOT ENCROACH ON THE EXISTING D IGH. Tf E C) LL � m SUITABLE FOR GRA55: AREAS REQUIWNG GUT SHALL AL50 BE PROVIDED WITH b MGHES SHALL APPLY FILL IN 12" LIFTS,TAMP BETWEEN uFTs. TIMBER TERRACE RETAINING MALL SPRAY WiTN WILT-PROOF STONES AND BANK WILL AGAIN BE SHAPED,GRADED AND FILLED AS. � U) � - O ACCORDING TO MF6S INSTRUUGE TION5 NEEDED TO ENSURE A STABLE SLOPE FOR n BLUFF FACE. a OF NATIVE TOPSOIL FOR CRA55, FINISH 6RADE FOR THESE AREAS SHALL BE I INCH 8.OWE NATURAL GRADE IS ACHIEVED WITHIN THE SMALL WORK AREA AND PLANTING DETAIL IF FOLIAGE 15 PRESENT D. REVETMENT 5TONE5 AT THE FOOT OF THE PROPOSED BEACH STAIR (D BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF 4:1 UNLE55 PLANT PROP05ED VEGETATION AND INSTALL TERRACING BEFORE 11- SGAL E: NONE SHALL BE PLACED,SHAPED AND WORKED TO CREATE 'STONE STEPS' �j N O O OINBRWISE INDICATED ON THE SITE OR GRADING PLAN. MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. Z l0.GOMPAGTION TESTING: Q. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE GROUND LINE TO BE 5AME AS AT FROM THE STAIR BASE PLATFORM TO GRADE AT THE BOTTOM OF p,.{ H THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM 0)A SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXISTING PLANTS. THE NURSERY BELIEF' � CO < STANDARD PROCTOR TEST(ASTM P1551)ON THE FILL MATERIAL(OR NATIVE SOIL PROGTOR 10. ANY DEAD VEGETATION SHALL BE GUT 0 GRADE AND REMOVED FROM 2. ALL DISTURBED AND BARE AREAS OF THE BLUFF FADE FROM TOP OF �O TE5T(ASTM 0I551)ON THE FILL MATERIAL (OR NATIVE 501L IF NO FILL 15 USED) AT LEAST BLUFF FACE. TERRACING 50HEOULE ESTABLISHED VEGETATION BLUFF TO TOE OF BLUFF WILL BE PLANTED WITH APPROVED NATIVE O NOTE: LEAVE ROOT'S INTACT BELOW GRADE. OR MEANS OF STABILIZATION VEGETATION. SEE PLANTING SCHEDULE AND DETAIL (THIS DWG) FOR O 12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2)A NUCLEAR DENSITY TERRACE SLOPE ACCORDING TO 5GH. BELOW: 18" MIN. FOR PLANTS (PLANTED GRASSES AND/OR TERRACING) APPROVED PLANT1N65 AND PLANTING INSTRUCTIONS. THE PLANTING 6AU6E(ASTM 02g22 AND A5TM 1>3011) OR SAND GONE (ASTM 0I55b) TEST AT A MINIMUM II. ANY UPROOTED TREES,ETC.SFIAEL BE REMOVED FROM BLUFF FACE. UP TO 4' HIGH,20"MIN. I. . WILL BE MAINTAINED UNTIL THE VEGETATION IS 5000F55FULLY OF THREE RANDOMLY SELErTEP LOGATION5 TO MEASURE THE DECREE OF GOMPAGTION OF 12. 51 'PLANTING 5GI EDULF, '1YPIGAL SHRUB PEANTING DETAIL, L.. :;: `TERRAGIN6 SCHEDULE' AND 'TIMBER TERRACE RETAINING WALL AND SLOPES OF 1:3 SLOPES OF 1:2 SLOPES 01= I:i OR GREATER FOR PLANT5 OVER 4YI REMOVE BURLAP FROM TOP OF ESTABLISHED (MONITORED OVER 3 GROWING SEASON5). THE SURFACE SUI3GRADE IF THE RESULTS FROM TNI$TEST FOR THE FILL OR NATIVE 501E 11=KRIGING TO BE INSTALLED AT T� NG,TO BE INSTALL®AT TERRAGIN6 TO BE INSTALLED AT b MIN BALL 3. ALL DISTURBED AND BARE AREAS OF THE BLUFF FACE FROM TOP OF PA G7 E DO NOT MEET OR EXCEED THE DEGREE OF COMPAG11ON SPECIFIED IN THI5 SECTION,THE PLANTING DETAIL',THI5 DWG. b'O:G.SPACING T..:� 005T OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE TE$lIN6(2) 13.CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. Y O.G.SPAGING I'OL.SPACING BACKFILL WITH TOPSOIL dPEAT-M055 BLUFF TO 10' LANDWARD OF REVETMENT WILL BE TERRACED PER WILL BE REPEATED. 3:1 RATIO BY VOLUME IN Cl" CNG,5GHEDULE AND DETAIL(THIS DWG). I� - II.THE CONTRACTOR MUST REMOVE INE EXISTING SANITARY SYSTEM IN AGf.ORDANGE NTH THE NOTE: 1 1 1 4. $EE DRAWING No.l FOR REQUIRED MATERIALS AND Rf�NTIlES ,, [� v) TVP)GAL SHRUB LAYERS-WATER EACH LAYER UNTIL , s __ ¢ STANDARDS OF THE $.GD.H 5. CONTRACTOR 15 RESPONSIBLE FOR ALL INSPECTIONS AND ALL PLANTED VEGETATION WILL REQUIRE SETTLED. Do NOT TAMP I SAME 12.G TRACTOR IS RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND MONITORING OVER 3 GROWING SEASONS. PLANTING DETAIL 6' FOR PLANTS UP TO 4' HIGH V NYSDEG APPLIGATION No. s; ' JUN - ]22 023 I� 3 2 1 !� CERTIFIED AS EMPTY PRIOR TO RELOCATION. N.T.S. FOR PLANT5 OVER 4' 141614 �.- O f E3 Prrd of Tr js!:,es GENERAL NOTES BEACH 66GE55 5TA I R5 - s FIBER6LA55 CRATE BENCH BY 5GOPE OF HORK p WHIGHOLS 1-6n-884-4653 I. CONTRACTOR SHALL UEGK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT � ` m Wxb" TOP RAIL (wwwmcnichols.com) OR TREX OF THESE PLANS AND MAKE WORK A6RIE WITH SAME PRO'05m I. GONSTIWT A t67' L6 SET OF STAIRS, INGLUDING (1) 10'x10' ENTRY NGQ S BEH AT LOCATIONS NOTED ON BEACH 2. ALL WORK SHALL CONFORM TO THE NEN YORK STATE RESIDENTIAL CODE(IRO 2015) AND ALL RULE5 AND REG"TION5 OF THE TOWN OF 50UTHOL.D,PER � REVETMENT, PLATFORM,(U 4'Wx16' PLATFORM,(I) 4'Wxtlb' LG STAIR,(I)4kb' LANDING, STAIR PLAN(MI5 DWG) 'BEACH ACCESS STAIRS-SCOPE OF WORKND',AND INFORMAnON PROVIDED 015 DWG) AALL RULES AND RE6ULATION5 OF THE TORN OF SOUTHOLD. SEE DWG Not 3. IF IN THE COURSE OF CON5TRUGTION A CONDITION FASTS WHICH 015A6REE5 WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP FOR INFO._ 4W±5' L6 STAIR,(1) 4'x5' LANDING, (1) 4'x±4' L6 STAIR,(1) 4'x5'LANDING, s TREADS AND PLATFORMS TO BE CLOSE WORK AND NOTIFY THE EN&INEER.5HO"HE FAIL TO FOLLOW THI5 PROCEDURE,AND CONTINUE WITH THE MOM E 5HALL ASSUME ALL RESPONSIBILITY AND � I 4'Y f4' L6 STAIR, (1) 4W4' BA5E LANDING AND ARMOR STONE STEPS TO F r� MESH BAR GRATING BY McNIGHOL5 LIABILITY ARISING THEREFROM. BEACH. A 2"x4' GGA MID RAIL 1877-884-4653 (wwwmcnicholsLom) 4. GRADING AROUND NEW GON5TI UXTION SHALL SLOPE AWAY AND BLEND INTO INTO EXISTING SLOPE PROP002 REVETMENT STOKE A. MATERIALS TO BE USED (STAIR,U.ON.1: � 5. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED 501L WITH A MIMMUM SOIL PRESSURE OF 2 TONS PER 5Q.FT.AND SHALL HAVE A MINIMUM OF 6'-0"OF GOVER 5TEP5 TO BEAQ-1; I.2x12 STRINGER5 6. DESIGN TIMBER 5TRE-55-DOUGLAS FIR,NO. 2 GRADE FB = 825 PSI,E = 1,20Op00 PSI. PLACE, SHAPE AND WORK ARMOR 2.2x10 TREADS -T. DO NOT SCALE DRAWI495. WRITTEN DIMEN51ON5 5LIPER5EDE SCALED DIMENSIONS. THE ENGINEER HA5 NOT BEEN RETAINED FOR ON 517E INSPE•GTION5 STONE TO GREATS 'STONE STEM. 3. 2x4 GLEETS � AND/OR OBSERVATIONS OF THE CONSTRUGTION. STEPS ARE EMBEDDED WITHIN 11� 4. 4x6 POSTS USE: 8. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE 'TECO CONNECTORS"AND OF STAN-E55 STEL MATERIAL OR EQUAL AND O I PROP0ARE EMBED ED ITHINS 5. 2xb TOP RAIL F N 5TAINLE55 STEEL 2'x6"GGA 0 Ib" O.G. SHALL BE CAPABLE OF HANDLING LOADS*CONNECTION POINTS. I>`5TALLATfOMS SHALLBE IN STRICT CONFORMANCE WITH MANIFAGWU BE 5 5PEGFICATION5 AND ARE INTE REVETMENT RAL N REVETMENT b.2x4 MID RAIL HURRICANE CLIPS TYP. ANI:)RECOMMENDATIONS. GONSTRUGTTON. B.MATERIALS TO BE USED (PLATFORMS,U.ONa: 9.ALL HARDWARE SHALL BE 6ALVAAIIZED,UA.N. _/ I. 2x6 FLOOR JOISTS AT ALL CONNECTIONS q. ALL LV43ER SHALL BE GGA(VON). I II.ALL P05T AND DECK HARDWARE SHALL BE STAINLE55 STEEL. M ACCORDANCE WITH ASTM AI53. � 2. 2x6 DECKING BEAGH GRA55 12. HANDRAILS,TRFAD5 AND PLATFORM SURFACES TO BE BUILT WITH MATERIAL SPECIFIED IN STAIR'CONSTRUCTION DETAIL',THIS DWG. 2. ALL HARDWARE TO BE GALVANIZED. PLANTINGS(TYPICAL) 13.NO DEBRIS 5HALL BE PERMITTED TO FALL INTO 1,061-113ORING PROPERTIES OR SEAWARD OF PROPOSED BULKHEAD '-j 3.ALL LUMBER TO BE GGA OR SIMILAR, UDN. %4 xb" TDP RAIL 14.5EE DEMOLITION AND COMPACTION(DWG NNo.2) NOTES PRIOR TO COMMENCEMENT OF WORK 4D x4D' I 4. 5EE FILL,RE-VE6ETATI0N AND TERRAGIN6 SEQUENCE OF EVENTS NOTES 15. THERE ARE NO VE6ETATED TIDAL WETLANDS ON THE SITE. BASE (5EE DWG No.2) LANDING _ 2"x12" GGA sg STRINGERS s r� ® 16" O.G. 2"x4"GGA MID RAIL J -4-0 v NYS BU I LD I NC GODE o s ( ( SECTION RR314 I STAIRWAYS ill,-O"O.G. USE(4) bxb WD PILES® I I BUILT OVER�VIN65 5EGTION RR3145-5WTION RR314.2 TREADS AND RISERS.THE MAXIMUM RISER HEIGHT 2'xb"GGA® 16" OL. (22q MM). THE RISER HEIGHT 5HALL BE MEASURED VERTICALLY BETWEEN LEADING SHALL BE 8-1/4 INCHES(20q MMU AND THE MINIMUM TREAD DEPTH SHAM BE q INCHES 5.0' LJ I " 2 - ER(T GGA N EDGES OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE HORIZONIALLY BETWEEN VERTICAL PLANE-5 OF THE FOREM05�TION OF 4Dk5D' '`r POST 5 TO EXTEND 6-061iZDER(TYP) INC ADJACENT TREADS AND AT A R16HT AN6LE TO THE TREADS LEADING EDGE. THE BELOW UNDISTURBED 501E I I �? I $N LA WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE SLOPED NO (MINIMUM) ( \� \V� 10'WIDE NON-TURF BUFFER r J J STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL(2-PERCENT SLOPE). THE 6REATE5T R15M HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE I 4"X6" GGA o % SMALLE5T BY MORE THAN 3/8 INGH(9.5 MM).THE 6REATE5T TREAD DEPTH WITHIN I I I I POSTS, (TYP) •� � N ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH I I I I I z I (q5 MM). u I I ( o BEAGH AGGE55 STAIR PLAN I tL, •p I I $ SECTION RR315 SCAM: N.T5. HANDRAIL5 I I I a,0b I 5EGTION RR315.1 HANDRAIL5.HANDRAIL5 HAVING MINIMUM AND MAXI"FEI6HT5 OF 4.0 x5D ;Z 34 INGHE5 AND 38 INGHE5(864 MM AND 965 MMU,RESPECTIVELY,MEASURED • GON5TRUGTI ON DETAIL I ( I I I I LANDING �' TI I PROVIDED ON AT T m NOT TO SCALE I I I I x VER GALLY FROM THE N05 N6 OF THE TREADS,SHALL BE PROV LEAS lye I I � ONE SIDE OF STAIRWAYS_ ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE RILL • u PROPOSED 10'x10' N9 C� 0 I I I PLATFORM 6.O � ti LENGTH OF THE STAIRS WITH TWD OR MORE RISERS FROM A POINT DIRECTLY ABOVE EGGESSET AREA: PL FOR _ THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER OF • I I ( I 4. THE FLIGHT.EN95 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR w N I I I I I I I I I 'xNDSAFETY� ( TERMINALS. L 5 ADJACENT TO A WALL SHALL HAVE A OF mNOT LESS THAN INGI�5MBETWEEN THE WALL AND THE HANDRAIL WD LG 4kb'W SECTION RR3152 HANDRAIL GRIP SIZE ALL REQUIRED HANDRAILS SHALL BE OF ONEd- I I PLATFORM n OF THE FOLLOWING TYPES OR PROVIDE ELWVALE NT 6RA5PABILITY. :K X< TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUT51MZ LL u- I ±46' DIAMETER OF AT LEAST 1-1/4 [%HE-5(32 MMU AND NOT 6REATER THAN 2 INCHES(51 X I W. IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION 0 IOF AT LEAST 4 INCHES(102 MM) AND NOT GREATER THAN 6-1/4 INCHES(160 MM) < US AD IOkI PROPOWAAGGE55 PLATFORM TO WITH A MAXIMUM GRO56 SECTION DIMEN51ON OF 2-1/4 INCHES(57 M. � W d) `� STAIR,LANDWARD OF TOP OF BLUFF � I Wt' SI AREA: ±100 SQ.FT. 4k6, WD. TFORM TYPE II. HANDRAILS WI1N A PERIMETER 6REAT13R THAN 6-I/4 INCHES(160 MM)SHALL I W� I o 16 PROVIDE A 6RA5PABLE FINGER RECE55 AREA ON 130TH SIDES OF THE PROFILE. �-I = O THE FINGER RECESS SHALL BE-61N WITHIN A DISTANCE OF 3/4 INCH(Iq MM) WA5URED N ' VERTICALLY FROM TI-E TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH m op.. O 4'WIDE STAIR(TYPICAL) P,�/4 N< � o z _ OF AT LEAST 5/16 INCH(8 MM) WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE F�-� `p EX. DWELLING �4N o PROP05137 WOOD STAIR TO BEAGH: SEE GONSTRUGTION DETAIL FOR PREFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(10 MMl ,. T.O. IOklO'PLTFRM a 13.40:?'I APPROX.4'W x t70' L6,SEE DW6 No.l FOR ADDITIONAL INFORMATION AND TO A LEVEL THAT 15 NOT LE55 THAN 13/4 INCHES(45 MMU BELOW THE TALLEST EL. 400 -, PROPOSED LOCATION. P EN51ONAL REG8JIREMENT5. (THIS DWS) PORTION OF THE PROFILE. THE MINIMJM WIDTH OF THE HANDRAIL ABOVE THE j MOA' _ REGE55 SHALL BE 1-1/4 IN(HE5(32 MMU TO A MAXIMUM OF 23/4 INCHES 00 M. 1--� PROPOSED STAIRS AND HANDRAIL ED6515 SHALL HAVE A MINIMUM RADIUS OF ODI INCH(025 MM). j y � EL 38.0 10.0 WIDE TO CODE -SEE NOTES,THI5 5FEET STAIR LANDIN6/PLATFORNt(5)� ENGINEER: NDN-TURF BUFFER L�' FOR LANDING/PLATFORM(5) LOCATED OVER PROPOSED 5TONE REVETMENT SHALL BE PLACED APPROX.3' EL.560 I I �- PROPOSED LANDWARD OF THE BOTTOM OF SLOPE cxl P, 4x6 WD.LANDING USE: �FREY - - - (FOREGROUND) (4) 6"xb" GGA POSTS W/(2) 2"xl0" GGA GIRDERS, C) - - - - - - - - - - - - - - - - - - - - - EL.34.0' U - - - - - - - - - - - - � SKEWED,PARALLEL TO 2"x8" GGA JOISTS® 16' O.G. PROPERTY LINE FIN15H DEGKING PER 'GONSTRUGTION DETAIL' S � PROPOSED 2x6-1015TS,5/4-x-b-DEGKING U ��6 , L 4'W STAIR, 5KEWED, `` r �t� EL.32.0' (SEE GENERAL NOTES,Noq AND 10) \• 1 PARALLEL TO L, PROPERTY LINE EL. 30.0 2x10 TTREAD5, 2x12 STRIN6ER5, JEFFREY T. BUTLER,P.E. 4x6 PO5T5,2x4 GLEATS ® I 2x6 TOP RAIL,AND 2x4 MID RAIL---F EL. 28.0' T.O.WOOD LANDING A EEV.127.4' SLOPE LANDWARD OF STONE REVETMENT' <::`:~::• , I1 yj L EL.26D' 5HALL BE 5TABILIZED BY GRADING, ; -, /, I O -7 TERRAGIN6,FILLING AND PLANTING AS a/ }- - - - - - - - - - - - - - - - - NOTED IN PARTIAL 51TE FLAKDWS No.. L PROPOSED EL. 240SE DWG No.2FOR RESTORATION AND 4x5' WD. LA NDIN6 I ~ z LOL }CO- Q' RE-NOURI5HMENT REQUIREMENT 571 'I SKEWED,PARALLEL TO PROPERTY LINE I Q EL.220 } I �- PROPOSED L I V) W f- cp Z RE-VEGETATE P15TLRBED AREAS (2) 4'W WD TA.- WOOD LANDING®EL.EI/. #20.7 D. - - - - - - Z �O i SOY _ 11.20.0'- - - - _ AT CONCLUSION OF STAIR CONST., STAIRS- - - - - - - - �� STAIRS ( • w W I - SEE PLANTING SCHEDULE. 4tj r kt (5EYOND) PRO,�� : • U Q Q i : 4'x5'WD.LANDING,(BEYOND) } Q EL 18.0 1. DN 4 PARALLEL TO PROPOSED REVEITIENT I Q hs I z 1 T.O.WOOD LANDING @ ELEV. froh U 0 EL. 16.0' STAIR P05T AT R1/ETNENT" 1 I �� - � - - - - - - - - Q (3 W STAIR AND REVETMENT CONTRACTOR SHALL ' ` `�� PR0P05ED 4k4' WD. BASE LANDING I .+.� } � � N EL. 14D - - - - - - - - - - - COORDINATE RE-6ARDIN6 STAIR P05T LOG. 4 (BEYOND),LOG. PARALLEL TO w W v O In PRIOR TO ARMOR STONE INSTALLATION. I PROPOSED REVETNNENT ATOP OF : I � N O O www.dignetnycli.com (23EYOID) - SL >. ,^ y - PROP05M ARMOR STONE STEPS iD T.O. PROP. � � - m or , r STONE REVETMENT Q LL O of NSW YD�K CI1Y 1 :,.. y W &SONG �,ANn www.cal]81 l.com EL. 12 0 . :_ \ r, TA WOOD BASE PLTFRM®ECFV. �i2.1� ® APPROX. EL. 112.0 EL. 12D' '� � (for other states) t'•st'' >., / _ PROPOSED REVETMENT STONES AT AND W OAROUND BEACH ACCESS 0 Z w 800-212 4480 811 , r EL IOD' - - - - - - - - - - - - - - - � SHAPE ANDWORKARMOR55T0ETO� � - - - - - - EL. IOD' Q O - 1 _ SECTION B �/� // ----- v `y . I CREATE '5TONE 5TEP5' (BEYOND). LAY = p < �, o STONES FROM STAIR BASE PLATFORM EL. 8D' Z a O By law,excavators and contractors working in the For safety reasons,homeowners are strongly PROP05ED BEAGH STAIR PROFILE Q-' 8'O _ REVETMENT j r N _� 6IRADE AT B.O.SLOPE(EL. f4b'). SHAPE five boroughs of New York City and Nassau and encouraged to call as well when planning any ' LANDWARD OF l SURROUNDING STONE TO HELP GUARD BEACH Suffolk Counties on Long Island must contact type of digging on their property.Homeowners SCALE. N.T.5. ' 5TONE 5TEP5 -o --_{' •' -,. DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by i �,_ r• . STAIR STRUCTURE FROM WAVE ACTION. EL. 6.0' = � (� -"-', but no more than 10 working days(excluding calling 811,the national call before you dig - "'b O - -`ir a //�j ;'.••' ••' 115' � � i> • ` �=._�' \ weekends and legal holidays)prior to beginning number.For excavation work completed on ! �� =11 _ _ _ __ E any mechanized digging or excavation work to personal property,it is the contractor's - - - - - - - - - - - - - - - - - - EX.tPROP BD.BLUFF®E_146' ensure underground lines are marked. responsibility-NOT the homeowner's-to contact B-• 4D' �� / - - - - - - - - EL.4D' _ } Excavators and contractors can also submit DigNet. Having utility lines marked prior to / / - -- ---- APPROX.DIST.TO MNWL.= 1125' JUN 2 l_02 3 1 locate requests online,through ITIC. If you do not digging is free of charge. _ currently use ITIC,please call 1-800-524-7603 EL 2D' i // /� /�. 2D' - -- for more information. REVETMENT EL. 4 BEYOND _____.___.F ir.;_- .ps STONE 5TEP5 EL.OD' EL Off • ALEXANDER PERROS, 19215 SOUNDVIEW AVENUE,SOUTHOLD 14, _�r •/IIt tilt 4� r w JF. 01 ;101. "'C✓ to • , 6x. Figure]. Aerial view from Long Island Sound of subject property;adjacent erosion control structures,including rock revetment to west(right)and armored bulkhead to east(left);and existing bluff stairway to be removed andpartially relocated to west. 4 . ► wr`» ` � .►sem► • � M. c�} r + ;�•,'ti � '"`'^4rr „may L• ".�, nv, 4' l r ' Figure 2. Looking north toward Long Island Sound over existing bluff stairway to he removed and partially relocated to west. ALEXANDER PERROS 1920SOUNDVIEW AVENUE SOUTHOLD o " S�+Y'ASZ ��y •�. :y • � 4` r e Figure 3. Looking southwest toward location of proposed rock revetment to be installed along eroding hluff toe. l it + tip f` �''''�"""�` 41 )1 4 �H .w .Y a y Figure 4. Looking southeast toward location of proposed rock revetment to be installed along eroding bluff toe. ALEXANDER PERROS, 19215 SOUNDVIEW AVENUE.SOUTHOLD w s 1 s F k ! }I .est— �-` �i+ta.��.'•,�./�. » , Figure S. Looking east at adjacent stone-armored bulkhead to east. l ' 1 , ♦ t i ,� i TV 'y•' � Figure 6. Looking west at adjacent rock revetment to west. Rerhixp rsee tl nae nae @ w Nom maxm �8 1902 ,eoz Y xoas rsos i ' SOUQ� rsro ND za,m mm � rat seF s c x0 1. aeree) ISLAND osm-m � mr-,) 4 LONG I 4 U 4 ,�, 1 a r3 xx.r xxs z �1 a \R1 +'1 e SCN.D.S Her:sec.xo.,Js W AI �+oT ,'1�aC })J' 311 �HxWH]Y 33� H � 1T r1 M1` ) e52eaeml� h 1 y1�\ 1H x LT. e� " \110 13x '/r Pe-¢rv—TRUST,ixc. O 5 310 ..+ l°M• JpM NZ-11 1`j Z-1 CH 19 1 S 41 / r� ��a, e � Y4xd>Anv.LLx)3Fxr:1 y N ��Il��ii /m PevFrwv�rnRwRrsr � ,'RI � $ a I jI— 2,6 �mwe2 s, sari �l xs e' ruTCN 181E ♦ 3Y� Tar- ez +wa zw e L Nance COUNTYOFSUFFOLKPrope E Q ,p of mcnoN No W�—> —�— ` I21 G RC E 801RIIOlD x� eal rty Tax Service Agency v µ___ , --.-- -- -- 051 A urs.--r-- 2 y,U4 P os• *Rc,xP 1000 PROPERTY IMP OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 11, 2023 Re: LWRP Coastal Consistency Review for ALEXANDER PERROS SCTM# 1000-51-1-18 En-Consultants on behalf of ALEXANDER PERROS requests a Wetland Permit and a Coastal Erosion Permit to demolish and remove existing bluff stairway and deck adjacent to top of bluff: construct along eroding toe of bluff approximately 93 linear feet of stone revetment consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth: restore bluff face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand re-nourishment(including approximately 266 cubic yards of on-site material excavated from toe of bluff for revetment installation, and approximately 58 cubic yards of clean sand to be trucked in frorn an approved upland source), to be vegetated with native plantings: construct new 4'wide by x!-67' Fong elevated timber bluff stairway(including 46' north-south section down bluff face and 21' east-west section over proposed revetment)„ consisting of a 10'x10' platform(located landward of top of bluff), 4°x6' landing to 4"x16" steps to a 4°x6 landing to 4°x8' steps to a 4'x5" landing to 4'x4°steps to a 4'x5° landing to 4"x4°steps to a 4'x4" landing leading to stone steps to beach (incorporated into proposed revetment): remove existing concrete debris from beach; for the existing 6' high fencing and fire pit/circular gravel patio; and to establish and perpetually maintain d 10'wide non-turf buffer along the top of the bluff. Located: 19215 Soundview Avenue, Southold. SCTM# 1000-51-1'-1t The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP .06with the following consideration: 1. Stones and boulders located on the beach shall not be moved or included in the construction of the revetment. 2. Survival parameters of the planted vegetation on the bluff should be required. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney �0%10 F01 John G.Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 "r Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., July 12, 2023, the following recommendation was made: Moved by Carol Brown, seconded by Shannon Wright, it was RESOLVED to SUPPORT the application of ALEXANDER PERROS to demolish and remove existing bluff stairway and deck adjacent to top of bluff; construct along eroding toe of bluff approx. 93 sf. of stone revetment, consisting of approx. 3 to 5 ton stone placed over 50 to 100 Ib. core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approx. 324 cy. of sand renourishment (including approx. 266 cy. of on-site material excavated from toe of bluff for revetment installation and approx. 58 cy. of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; construct new 4'X 67' long elevated timber bluff stairway consisting of a 10'X 10' platform located landward of top of bluff, leading to stone steps to beach incorporated into proposed revetment, remove existing concrete debris from beach; establish and perpetually maintain a 10' wide non-turf buffer along top of bluff; and for the existing 6' high fencing and fire pit/circular gravel patio. Located: 19215 Soundview Ave., Southold.SCTM#51-1-18 Inspected by: Shannon Wright, Carol Brown, John Stein The CAC Supports the application with the removal of the fire pit and the installation of a 15' non-turf buffer planted with native vegetation. Vote of Council: Ayes: All Motion Carried EN-CONSULTANTS June 6,2023 Town of Southold Board of Trustees JUN 2023 54375 Main Road Post Office Box 1179 Southold,New York 11971 1° Attn.: Elizabeth Cantrell/Diane DiSalvo h-aru`—U! "ees Re: Alexander Perros 19215 Soundview Avenue, Southold SCTM#1000-51-1-18 Dear Elizabeth/Diane: I found these surveys in the folder when I went to input the application information yesterday indicating that although I included it on my cover letter,they were not included in the application package, my apologies for the oversight. Enclosed are four(4) surveys prepared by JM Land Surveying, dated January 8, 2019. Please include them in the application package for the above referenced project. Thank you. Sincerely, Kim Stephen J� Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting Glenn Goldsmith,President0oUjjy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoski l6 Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 c4UldYYA BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extensio Received Application: �•y'2.3 Received Fee: $ 96M Completed Application: - �Z Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): l E KY X LWRP Consistency Assessm nt Form Sent: ECAC Referral Sent: _ V/Date of Inspection: - I -� JUN 2 2023 [[�� Receipt of CAC Report: Technical Review: Public Hearing Held: 7•/ •y SouhalrToxn Resolution: Boar)of Trustees Name of Applicant Alexander Perros 19215 Soundview Avenue Address Southold,NY 11971 Phone Number: aL71 318-0027 Suffolk County Tax Map Number: 1000 - 51 - 1 -18 Property Location: 19215 Soundview Avenue,Southold (property is located on north side of Soundview Avenue,+/-194'west of Chablis Path) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road, Southampton,NY 11968 Phone:631-283-6360 ala r/a3 t Board of Trustees Apr-_:_—atiori GENERAL DATA Land Area(in square feet): 32,633 Area Zoning: R-40 Previous use of property: Residential, single family dwelling with bluff stairway Intended use of property: No Change Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? Yes X No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. Yes X No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees Emergency Permit 9182E 3-28-18 Southold Trustees Wetlands Permit No.9476 Southold Trustees CEMP No.9476C 6-19-19,amended 11-13-19 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Demolish and remove existing bluff stairway and deck adjacent to top of bluff;construct along eroding toe of bluff approximately 93 linear feet of stone revetment,consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand renourishment(including approximately 266 cy of on-site material excavated from toe of bluff for revetment installation and approximately 58 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;construct new 4'wide x+/-67' long elevated timber bluff stairway(including+/-46'north-south section down bluff face and+/-21'east-west section over proposed revetment), consisting of a 10'x 10'platform(located landward of top of bluff),4'x 6'landing,4'x 16'steps,Tx 6' landing,Tx 8'steps,4'x 5' landing,4'x 4'steps,4'x 5' landing,4'x 4'steps,and a 4'x 4' landing leading to stone steps to beach(incorporated into proposed revetment);remove existing concrete debris from beach;establish and perpetually maintain a 10'wide non-turf buffer along top of bluff,and for the existing 6'high fencing and fire pit/circular gravel patio,all as depicted and described on the engineering plan prepared by Jeffrey T.Butler, P.E., P.C., last dated January 16,2023. Board of Trustees Applic., ion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To replace bluff stairway and implement a comprehensive erosion control plan to a)stem ongoing bottom-up bluff erosion through toe stabilization;and b)restore the bluff face through terracing,sand renourisment,and revegetation. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 oio Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? +/-266 cubic yards to allow for installation of rock revetment including 266 cy of excavated material;and approx.58 cy of How much material will be filled? +/-324 cubic yards clean sand Pill to be trucked in from an approved upland source Depth of which material will be removed or deposited: varies feet Proposed slope throughout the area of operations: 1:1.2(typical) Manner in which material will be removed or deposited: See detailed scope of work included on attached shore restoration plan prepared by Jeffrey T.Butler,P.E.,P.C., last dated January 16,2023. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for ALEXANDER PERROS 19215 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-18 The subject property is located along a stretch of Long Island Sound shoreline running parallel with So'undview Avenue that has been impacted by shoreline recession and increasing bluff erosion during the increasingly frequent and severe storm events experienced during the last 15 years, including the Christmas 2010 Blizzard, Super Storm Sandy in October 2012, and annual nor'easter events, four of which occurred during March 2018 alone. As a result, properties in this geologic cell have experienced accelerated and severe erosion of the vegetation and soils on their protective bluffs and the landward recession of those bluffs. In response, both the Town of Southold and private property owners have been forced to seek approvals for the construction and reconstruction of shoreline stabilization structures, including the rock revetment installed on the westerly adjacent property in September 2012 (Wetlands and Coastal Erosion Management Permits Nos. 7908/7908C) and the reconstructed bulkhead on the easterly adjacent property in 2011 (Wetlands and Coastal Erosion Management Permits Nos. 7429/7429C). Severe bottom-up erosion of the subject bluff is evidenced by a landward receding bluff toe; a steepening bluff face; and the loss of substantial soil material and vegetation between bluff toe and the approximate mid-point of the bluff face. Therefore, in May 2019, the applicant filed wetlands and coastal erosion management permit applications proposing an erosion control project designed in accordance with the generally accepted bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to stabilize the bluff using a combination of structural or"hard" stabilization at the toe and both hard and"soft" stabilization on the bluff face, i.e., terracing, sand renourishment and revegetation.\ Specifically, a stone revetment was proposed to stabilize the bluff toe, which would occur first. Then the "washed out"portions of the bluff face would be stabilized with terrace retaining walls, renourished with sand, and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The project design also included the removal of an unpermitted deck at the top of the bluff and replacement and partial relocation of the existing bluff stairway, which presently encroaches on the neighboring property to the east. And to additionally control potential top-down erosion resulting from stormwater runoff, a 10' wide non-turf buffer was proposed adjacent to the bluff crest. In June 2019, the Board of Trustees approved the project through issuance of Wetlands Permit No. 9476 and Coastal Erosion Management Permit No. 9476C. These permits were amended in November 2019 to propose a connection to the extended stone armor that would be approved at the easterly adjacent property in 2021 (Wetlands and Coastal Erosion Management Permits Nos. 9946/9946C). Unfortunately, although the permits were extended twice, it was not possible to commence the,work within the life of the permit because it took nearly four years to obtain approval from the New York State Department of Environmental Conservation,who had been Page 1 of 2 requesting an alternate revetment design before finally issuing the permit for the proposed design on May 8, 2023. Therefore, the applicant must now reapply for wetlands and coastal erosion management permits from the Board of Trustees. To that end, the currently proposed revetment design is identical to that approved pursuant to the permit amendments in November 2019, and the proposed bluff stairway is nearly identical, except that the total length of the stairway has been reduced from 71 to 67 feet; the proposed 10' x 10' entry platform at the top of the stairway has been relocated entirely landward of the top of bluff; and the dimensions of all stairway landings have been reduced to 4' x 6' or 4' x 4'. The project thus remains consistent with Chapters 275 and Chapter 111 of the Town code, and it is consistent with all applicable LWRP policies, as described below. Pursuant to principles set forth by Section 275-1 l(B)(1)(b),the proposed revetment is proposed in an area suffering from extreme erosion, as described above. Consistent with Section 275- 11(B)(1)(b), Sections 111-10 and 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face along the existing bluff toe to prevent encroaching on the beach or measurably increasing erosion at the site. No increase in erosion or other adverse impacts will be caused to adjacent properties or to natural coastal processes and resources because the revetment will be located between an existing rock revetment to the west and an existing bulkhead to the east. Further pursuant to Sections 111-10 and 111-15,the very purpose of the proposed structure and comprehensive erosion remediation plan is to stem the continued denuding and loss of the bluff,the property's natural protective feature. And the design has been engineered in accordance with generally accepted engineering principles, and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The proposed construction sequence calls for the stabilization, renourishment, and revegetation of the bluff face after the revetment and new bluff stairway have been constructed, so the potential effects of the proposed construction, i.e., the disturbance of adjacent bluff soils and vegetation, will be mitigated through the stabilization and vegetative restoration of those areas. Further consistent with Policy 4 of the LWRP, the hard structure is being proposed only where 1) non-structural, vegetative means alone will not be sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2) the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the recent pattern of severe erosion throughout this geologic cell; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4)the proposed structure has been limited to the minimal scale necessary to effectively stem the erosional trend and is based on sound engineering practices; 5)vegetative restoration and enhancement is and will remain part of the long-term remediation plan design; and 6)there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately,the goal of the project continues to be the stabilization,restoration, and enhancement of the property's natural protective feature for the purpose of minimizing the loss of structures and natural resources from erosion,thus consistent with the relevant permit standards of Chapters 275 and 111 and the goals of Policy 4 of the LWRP. Page 2 of 2 Board of Trustees App _':�ation COASTAL EROSION APPLICATION DATA Purposes of proposed activity. To replace bluff stairway and implement a comprehensive erosion control plan to a)stem ongoing bottom-up bluff erosion through toe stabilization;and b)restore the bluff face through terracing,sand renourisment, and revegetation. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? +/-266 (cubic yards)to allow for installation of rock revetment including 266 cy of excavated material;and approx.58 cy of How much material will be filled? +/-324 (cubic yard clean sand fill to be trucked in from an approved upland source Manner in which material will be removed or deposited: See detailed scope of work included on attached shore restoration plan prepared by Jeffrey T.Butler,P.E.,P.C., last dated January 16,2023. Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for ALEXANDER PERROS 19215 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-18 The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been impacted by shoreline recession and increasing bluff erosion during the increasingly frequent and severe storm events experienced during the last 15 years, including the Christmas 2010 Blizzard, Super Storm Sandy in,October 2012, and annual nor'easter events, four of which occurred during March 2018 alone. As a result,properties in this geologic cell have experienced accelerated and severe erosion of the vegetation and soils on their protective bluffs and the landward recession of those bluffs. In response, both the Town of Southold and private property owners have been forced to seek approvals for the construction and reconstruction of shoreline stabilization structures, including the rock revetment installed on the westerly adjacent property in September 2012 (Wetlands and Coastal Erosion Management_ Permits Nos. 7908/7908C) and the reconstructed bulkhead on the easterly adjacent property in 2011 (Wetlands and Coastal Erosion Management Permits Nos. 7429/7429C). Severe bottom-up erosion of the subject bluff is evidenced by a landward receding bluff toe; a steepening bluff face; and the loss of substantial soil material and vegetation between bluff toe and the approximate mid-point of the bluff face. Therefore, in May 2019, the applicant filed wetlands and coastal erosion management permit applications proposing an erosion control project designed in accordance with the generally accepted bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to stabilize the bluff using a combination of structural or"hard" stabilization at the toe and both hard and"soft" stabilization on the bluff face, i.e.,terracing, sand renourishment and revegetation. Specifically, a stone revetment was proposed to stabilize the bluff toe, which would occur first. Then the"washed out"portions of the bluff face would be stabilized with terrace retaining walls, renourished with sand, and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The project design also included the removal of an unpermitted deck at the top of the bluff and replacement and partial relocation of the existing bluff stairway, which presently encroaches on the neighboring property to the east. And to additionally control potential top-down erosion resulting from stormwater runoff, a 10' wide non-turf buffer was proposed adjacent to the bluff crest. In June 2019, the Board of Trustees approved the project through issuance of Wetlands Permit No. 9476 and Coastal Erosion Management Permit No. 9476C. These permits were amended in November 2019 to propose a connection to the extended stone armor that would be approved at the easterly adjacent property in 2021 (Wetlands and Coastal Erosion Management Permits Nos. 9946/9946C). Unfortunately, although the permits were extended twice, it was not possible to commence the work within the life of the permit because it took nearly four years to obtain approval from the New York State Department of Environmental Conservation,who had been Page 1 of 2 requesting an alternate revetment design before finally issuing the permit for the proposed design on May 8, 2023. Therefore, the applicant must now reapply for wetlands and coastal erosion. management permits from the Board of Trustees. To that end,the currently proposed revetment design is identical to that approved pursuant to the permit amendments in November 2019, and the proposed bluff stairway is nearly identical, except that the total length of the stairway has been reduced from 71 to 67 feet; the proposed 10' x 10' entry platform at the top of the stairway has been relocated entirely landward of the top of bluff; and the dimensions of all stairway landings have been reduced to 4' x 6' or 4' x 4'. The project thus remains consistent with Chapters 275 and Chapter 111 of the Town code, and it is consistent with all applicable LWRP policies, as described below. Pursuant to principles set forth by Section 275-11(B)(1)(b), the proposed revetment is proposed in an area suffering from extreme erosion, as described above. Consistent with Section 275- 11(B)(1)(b), Sections 111-10 and 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face along the existing bluff toe to prevent encroaching on the beach or measurably increasing erosion at the site. No increase in erosion or other adverse impacts will be caused to adjacent properties or to natural coastal processes and resources because the revetment will be located between an existing rock revetment to the west and an existing bulkhead to the east. Further pursuant to Sections 111-10 and 111-15,the very purpose of the proposed structure and comprehensive erosion remediation plan is to stem the continued denuding and loss of the bluff,the property's natural protective feature. And the design has been engineered in accordance with generally accepted engineering principles, and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The proposed construction sequence calls for the stabilization, renourishment, and revegetation of the bluff face after the revetment and new bluff stairway have been constructed, so the potential effects of the proposed construction, i.e., the disturbance of adjacent bluff soils and vegetation, will be mitigated through the stabilization and vegetative restoration of those areas. Further consistent with Policy 4 of the LWRP, the hard structure is being proposed only where 1) non-structural, vegetative means alone will not be sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2)the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the recent pattern of severe erosion throughout this geologic cell; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4)the proposed structure has been limited to the minimal scale necessary to effectively stem the erosional trend and is based on sound engineering practices; 5) vegetative restoration and enhancement is and will remain part of the long-term remediation plan design; and 6)there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately,the goal of the project continues to be the stabilization, restoration, and enhancement of the property's natural protective feature for the purpose of minimizing the loss of structures and natural resources from erosion, thus consistent with the relevant permit standards of Chapters 275 and 111 and the goals of Policy 4 of the LWRP. Page 2 of 2 t , i 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: Perros Revetment ,Project Location(describe,and attach a location map): 19215 Soundview Avenue,Town of Southold, Suffolk County,NY; SCTM#1000-51-1-18;property is located on north side of Soundview Avenue,+/-194'west of Chablis Path,maps provided. Brief Description of Proposed Action: Demolish and remove existing bluff stairway and deck adjacent to top of bluff;construct along eroding toe of bluff approximately 93 linear feet of stone revetment, consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand renourishment(including approximately 266 cy of on-site material excavated from toe of bluff for revetment installation and approximately 58 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;construct new 4'wide x+/-67'long elevated timber bluff stairway(including+/-46'north-south section down bluff face and+/-21'east-west section over proposed revetment),consisting of a 10'x 10'platform (located landward of top of bluff),4'x 6'landing,4'x 16'steps,Tx 6'landing,4'x 8'steps,4'x T landing,4'x 4'steps,Tx T landing,4'x 4'steps,and a 4'x 4'landing leading to stone steps to beach(incorporated into proposed revetment);remove existing concrete debris from beach;establish and perpetually maintain a 10'wide non-turf buffer along top of bluff;and for the existing 6'high fencing and fire pit/circular gravel patio,all as depicted and described on the engineering plan prepared by Jeffrey T. Butler,P.E.,P.C.,last dated January 16,2023. Name of Applicant or Sponsor: Telephone: 917-918-0027 Alexander Perros E-Mail: alexanderperros@startmail.com Address: 19215 Soundview Avenue City/PO: State: Zip Code: Southold NY 11971 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule, or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2.If no, continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: NYS DEC Tidal Wetlands X 3.a.Total acreage of the site of the proposed action? 32,633 sf b.Total acreage to be physically disturbed? +/-4,410 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 32,633 sf 4. Check all land uses that occur on, adjoining and near the proposed action. ❑ Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑ Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in, or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: N/A 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: N/A 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: N/A 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? X X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? X b. Would the proposed action physically alter, or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? Q YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes, describe: X I AFFIRM THAT THE IN FOR ION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: R=nn,Coastal Mgmt. Specialist Date: May 31,2023 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3.Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 r No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should, in sufficient detail,identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility, geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined, based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 W anm ite'&t 1,0 DbO , , %!,'500b2 , eet - , " 000, 441 ppro�matey,z'�. Y-- 86mi-yqrti6ally. �,-SGale.1.24,000, 0', 400 �00' 860 1' 00 Meters F o s ap in" 200 j 2�24'0 �11F " , M ;2�: W r. �)Itc&C655 Via 48 5u6ject ProperQ 25 aq 25 '"Urn Wo fr 'Ar Pond—L-7 CREEK BURGUNDY CHARDO MAY CT OR Park LONG NE OP\OSA' MOCKINGBIRDJOO Camp Quinipet. (Methodist) !!!d' dhney Jet pings Pt OcKy POINT E0 I OS LA 0 P INT .38: Q Southold sta e ADON St Soc Town N'° SSS oPN Park 1k Cou*Haq5trom IT 5uffo Map #44 ' SOLT HOLD \Haff V 2,000' Founders ?y Southold C, X Landing HS IR, LA Harper Pt rt JOCKEY CHEEK OR' .3T INE %N 0 RE, Ec So ithold % YC 0 Custer bu Im ILJE� R 0 AV W. • SLESpy a01V scljOONER .",.—Paradise C3, Point A A q SIN o O Ct. _ _ r O.L `s z AKE Rn.. GREAT HOG % RIGGER LA o GR NECK :.36 TAWS rdR, mrBRw ry c BAYVIEVV w fill n F V9O 6�Rfll Board of Trustees Appli tion AUTHORIZATION (Where the applicant is not the owner) I/We, Alexander Perros owners of the property identified as SCTM# 1000 51-1-18 in the town of Southold .New York, hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. A ��n N/A Property Owner's Signatu e Property Owner's Signature Alexander Perros SWORN TO BEFORE ME THIS 2 DAY OF , 20 79 H No.015► ��,�r►Y Notary b c Slat. Board of Trustees Appli :ion AFFIDAVIT Alexander Perros BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HISIHER 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. N/A Signature of Property Omer Signature of Property Owner Alexander Perros SWORN TO BEFORE ME THIS DAY OF 20 WENDY A.STAP(W Mof9ty Public,Sate of New..Yadt No P 1 c N0.01ST5070979 Quatifel in Suffolk G 1 Commission F .lott.6, / APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part oftown officers and emoloyees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Perros,Alexander (Last name,first name,fiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion X Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood, marriage,or business interest."Business 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 M_ 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 br 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): 12A)the owner of greater than 5%of the shares of the corporate stock of the applicant _n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner';or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this -2)1�" day of 20 ti3 Signature Q Print Name Alexander P rros Form TS 1 r APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Herrmann, Robert E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit X X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning 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 X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the 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 that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) S)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 31st of May ,20 23_ Signature Print Name Robert E. errm ann ilOTICE T 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: ALEXANDER PERROS SUBJECT OF PUBLIC HEARING: For a Wetland Permit and a Coastal Erosion Permit to demolish and remove existing bluff stairway and deck adjacent to top of bluff; construct along eroding toe of bluff approximately 93 linear feet of stone revetment consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand re-nourishment (including approximately 266 cubic yards of on-site material excavated from toe of bluff for revetment installation, and approximately 58 cubic yards of clean sand to be trucked in from an approved upland source), to be vegetated with native plantings; construct new 4' wide by ±67' long elevated timber bluff stairway (including ±46' north-south section down bluff face and ±21' east-west section over proposed revetment), consisting of a 10'x10' platform (located landward of top of bluff), 4'x6' landing to 4'x16' steps to a 4'x6' landing to 4'x8' steps to a 4'x5' landing to 4'x4' steps to a 4'x5' landing to 4'x4' steps to a 4'x4' landing leading to stone steps to beach (incorporated into proposed revetment); remove existing concrete debris from beach; for the existing 6' high fencing and fire pit/circular gravel patio; and to establish and perpetually maintain a 10' wide non-turf buffer along the top of the bluff. Located: 19215 Soundview Avenue, Southold. SCTM# 1000- 51-1-18 TIME & DATE OF PUBLIC HEARING: Wednesday, July 19, 2023 — 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 online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 011 Glenn Goldsmith,President SOFF0j/( Town Hall Annex A.Nicholas Krupski,Vice President �� Gym 54375 Route 25 Eric Sepenoski N z P.O.Box 1179 Liz Gillooly o • �1 Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 , Ftf Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ALEXANDER PERROS COUNTY OF'SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER I� Robert E. Herrmann , residing at/dba En—Consultants 1319 North Sea Road, Southampton, NY . 11968 being duly sworn, depose and say: That on the 6th day of July , 20 23, I personally posted the property known as 19215 Soundview Avenue, Southold, NY; SCTM #1000-51-1-18 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,July 19,2023. Dated: (signatu e) Sworn to before me this /qA day ofJu1720a3 KIM H , STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 4otPublic QUALIFIED INSUFFOLK COUNTY EXPIRES AIIGUST 2 , 20-1-5 • � ti NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Alexander Perros SCTM#1000-51-1-18 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Demolish and remove existing bluff stairway and deck adjacent to top of bluff;construct along eroding toe of bluff approximately 93 linear feet of stone revetment,consisting of approximately 3 to 5 ton stone placed over 50 to 100 ib core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand renourishment(including approximately 266 cy of on-site material excavated from toe of bluff for revetment installation and approximately 58 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;construct new 4'wide x+/-67'long elevated timber bluff stairway(including+/-46' north-south section down bluff face and+/-21'east-west section over proposed revetment),consisting of a 10'x 10' platform(located landward of top of bluff),4'x 6'landing,4'x 16'steps,4'x 6'landing,4'x 8'steps,4'x T landing,4' x 4'steps,4'x 5'landing,4'x 4'steps,and a 4'x 4'landing leading to stone steps to beach(incorporated into proposed revetment);remove existing concrete debris from beach;establish and perpetually maintain a 10'wide non-turf buffer along top of bluff,and for the existing 6'high fencing and fire pit/circular gravel patio,all as depicted and described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated January 16,2023. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 19215 Soundview Avenue,Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,July 19,2023 @ 5:30 PM,Town Hall meeting room,53095 Main Road,Southold 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. Alexander Perros PROPERTY OWNERS NAME: 19215 Soundview Avenue MAILING ADDRESS: Southold,NY 11971 PHONE #: 917-318-0027 AGENT: En-Consultants MAILING ADDRESS: 131.9 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM#1000-51-1-20.1 P.O. Box 68244262 Stuart Thorn Sioux Falls, SD 57186 SCTM#1000-51-1-17 235-26 Bayview Avenue Serpanos Family Trust Douglaston,NY 11363 SCTM#1000-13.0-1-1.2 Real Property Bureau State of New York The Capitol,Washington Avenue&State Street Albany,NY 12224 SCTM#1000-51-3-3.20 c/o Paul Clancy Chardonnay Woods Home Assoc. 225 Burgundy Court Southold,NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes,and says that on the 11th day of July '2023 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each,of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were Ma' to each of said persons by (certified)( iaoervc� mail. Robert E.Hemna Coastal Managment Specialist Sworn to before me this 11th KIM H . STEPHENS day of July ,20 23 NOTARY PUBLIC STATE OF NEW YORK t4�� COMMISSION NO , 5015931 OUALIFIED IN SUFFOLK COUNTY Nota Public EXPIRES A U G,U S T 2 , 2 0 ZS z Postal-S6rV,ic6T .9 RTIFIED MW ° - o - O Ij .. Er d-• Certified Mail Fee E• Certified Mail Fee ru $ pp, "C p} "`,`..- rLJ $ AfR fid' M Extra Services&Fees(check box,add fee as appropdate) y . 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M1 si�e3 The Capitol ru c/o Paul Clancy .--------- Washington Avenue& State Street __---__----_ o sireera City, r- 225 Burgundy Court Albany,NY 12224 crit'sr,' •-------- Southold,NY 11971 - EN-CONSULTANTS a July 28, 2023 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 Re: Alexander Perros 19215 Soundview Avenue, Southold SCTM#1000-51-1-18 Dear Board of Trustees: In accordance with the memo regarding Chapter 55 Notice of Public Hearings, attached for your files are green signatures cards received in regard to the July 19, 2023 hearing for the above referenced application Sincer , Kim Stephens ' ' ■ Complete'items 1,2,and 3. A. Signature ■ Print your name and address ortthe reverse F Agent so that we can return the card to you. Addressee Enc. -'�—r' ■ Attach this card to the back of the tailpiece, i by PiinI [ate of Delivery or on the front if space permits. My 0 a 701q 1. Article Addressed to: D. Is delivery address different from item 1? 0 Yes If YES,enter delivery address below: ❑ No Stuart Thorn P.O.Box 68244262 3. Service Type ❑Priority Mail Express@ ❑Adult Signature ❑Registered MallTM Sioux Falls, SD 57186 ❑�It Signature Restricted Delivery ❑Registered Mail Restricted ;r.1tlified Mail@ Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for -- -- --- ❑Collect on Delivery Merchandise - Delivery Restrcted Delivery] ❑Signature ConfirmationTM ❑Signature Confirmation 70119 1;640: :0;00.1 X4119 ;256`11 i i' `��I : i i ; i 11 g it Restricted Delivery Restricted Delivery . . . . . ... . . . . . . " °06 Form 3811;July 2015:PSN 7530102-000-9053' Domestic Return Receipt 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 f 631.283.6136 www.enconsu[tants.com environmental consulting IF SI: : : . A. ❑Agent . ' ° A Signature ■ Complete items 1,'2,'arid 3. Addressee ■ Complete items 1,2,and 3. R E E��! ■ Print your name and address on the reverse y(Printed Name) C. Date o Delivery 4 ■ Print your name and address on the reverse X so that-we can return the card to you. so that we can return the card to you. g, Received by(Pri N I ■ Attach"this card to the back of the mailpiece, '3 yes J U L Zd or on'the front if space permits. D. Is delivery address different from item 17 ■ Attach this card to the back of the mailpiece, 1, article Addressed to: If YES,enter delivery address below: ❑No or on the front if space permits. D. Is delivery addre s different from i I i 1. Article Addressed to: If YES,enter d�� f { i ADMINISTRATIVE S 11 -- anos (3 priority Mail Express® Andreas &Yula Serp 3. Service Type ❑Registered Mail' State of NY Real Property Bureau ❑Registered Mail Restricted Bayview Avenue �7 Adult Signature The Capitol 3. Service Type ❑1 26 Ba ❑Ad t Signature Restricted Delivery Delivery ❑Adult Signature rtified Mail® ❑Return Receipt for E31 Douglaston,NY 11368 Merchandise Washington Avenue& State Street ❑Adult Signature Restricted Delivery ❑Certified Mail Restricted Delivery edified Mail® ❑j - - --— ❑Collect on Delivery ❑Signature confirmationTM' Albany,NY 12224 ❑Certified Mail Restricted Delivery, ❑ - n r u�t.. nelivery Restricted Delivery 11 signature Confirmation - — ❑Coped on Delivery 4]�]�9 2 5 7 8 i Restricted Delivery v ^ ^ -on Delivery Restricted Delivery 2; ?019 1640 0 U Q 1 I Restricted Delivery Wail er$soor Mail Restricted Delivery Domestic Retum Receipt 7022 2410 - - 4860 881' Over's500) • ; - - --"- Dom. PS Form 3811',;July 2015'PSN 7530 02-000-9053 _- PS Form 3811,July 2020 PSN 7530-02-000-9053 - COgPLETE THIS SECTION ON DELIVERY 01=4=11711PJ4 A. Signature p Agent - . ' ■ Complete items 1,2,and 3. i X ❑Addressee A. Signature ! ■ Print your name and address on,the reverse ■ Complete items 1,2,and 3. noted Name) C. Date of Delivery ■ Print your name and address on the reverse X so that we can return the card to you. B. Received so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. Received by r ted Name) or on the front if space permits. p, Is delive ■ Attach this card to the back of the mailpiece, 1 Article Addressed to: If YES, nFED r or on the front if space permits. L'-�- I D. Is delivery address different from iterr�� I 1. Article Addressed to: If YES,enter delivery address belouJ � �-• - NOV 14 2019 I NYS DEPT OF LAW I `State of New York i ress® -Real Property Bureau 3. Service T ❑Registered MailTM' Stuart Thorn ❑Adult Signature ❑Registered Mail Restricted 3. $eNICe Type ❑Pri Washington Avenue&State Street ❑ It Signature Restricted Delivery Delivery PO Box 68244262 yp ❑R� 12224 -- rtified MailO ❑Returnrch Receipt for 1 , ❑Adult signature Albany,NY I ❑Certified Mail Restricted Delivery Merchandise Sioux Falls, SD 57186 ❑ dult Signature Restricted Delivery [I Re ❑CollectonDelivery ; ❑.signatureConfirmation" ertfied Mail® Del ____ _ - _ . . ric�ria ren DeliveryRestricted Delivery: ❑.Signature Confirmation - - -- _ - _ _ _--- __-- -- ❑Cert�ed Mail Restricted Delivery ❑Sig ^ �� r_y : . ,°, .Mall`. Restricted Delivery ❑Collect on Delivery ❑Si - Mail Restricted Delivery 4119 2554 ' Delivery Restricted Delivery Rei 7 019' 16 4.0`•`0 0 01 �ver�:01O I it Domestic Return Receipt .� 7022 3330 0001 3299 0156 1RestrictedDefivery (over$soot PS Form 3811,July 2015 PSN 2530-02.7 9053. Domes'., PS Form 3811,July 2020 PSN 7530-02-000-9053 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1 , All applicants for permits* including Town of Southold agencies, shall complete this CCAF for I roposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 51 - 1 - 18 PROJECT NAME Alexander Perros The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: VN Nature and extent of action: Demolish and remove existing bluff stairway and deck adjacent to top of bluff;construct along eroding toe of bluff approximately 93 linear feet of stone revetment, consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 324 cubic yards of sand renourishment(including approximately 266 cy of on-site material excavated from toe of bluff for revetment installation and approximately 58 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;construct new 4'wide x+/-67'long elevated timber bluff stairway(including+/-46'north-south section down bluff face and+/-21'east-west section over proposed revetment), consisting of a 10'x 10'platform(located landward of top of bluff),4'x 6'landing,4'x 16'steps,4'x 6'landing,4'x 8'steps,4'x 5' landing,4'x 4'steps,4'x 5' landing,4'x 4'steps,and a 4'x 4'landing leading to stone steps to beach(incorporated into proposed revetment);remove existing concrete debris from beach;establish and perpetually maintain a 10'wide non-turf buffer along top of bluff; and for the existing 6'high fencing and fire pit/circular gravel patio,all as depicted and described on the engineering plan prepared by Jeffrey T. Butler, P.E., P.C., last dated January 16,2023. Location of action: 19215 Soundview Avenue, Southold Site acreage: 0.75 Present land use: Residential,one-family dwelling with bluff stairway 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: Alexander Perros (b) Mailing address: 19215 Soundview Avenue Southold,NY 11971 (c) Telephone number: Area Code 917-318-0027 (d) Application number, if any: J 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? NYSDEC(Tidal Wetlands) C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. FlYes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section,III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable 'Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for ALEXANDER PERROS 19215 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-18 The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been impacted by shoreline recession and increasing bluff erosion during the increasingly frequent and severe storm events experienced during the last 15 years, including the'Christmas 2010 Blizzard, Super Storm Sandy in October 2012, and annual nor'easter events, four of which occurred during March 2018 alone. As a result,properties in this geologic cell have experienced accelerated and severe erosion of the vegetation and soils on their protective bluffs and the landward recession of those bluffs. In response, both the Town of Southold and private property owners have been forced to seek approvals for the construction and reconstruction of shoreline stabilization structures, including the rock revetment installed on the westerly adjacent property in September 2012 (Wetlands and Coastal Erosion Management Permits Nos. 7908/79080) and the reconstructed bulkhead on the easterly adjacent property in 2011 (Wetlands and Coastal Erosion Management Permits Nos. 7429/7429C). Severe bottom-up erosion of the subject bluff is evidenced by a landward receding bluff toe; a steepening bluff face; and the loss of substantial soil material and vegetation between bluff toe and the approximate mid-point of the bluff face. Therefore, in May 2019, the applicant filed wetlands and coastal erosion management permit applications proposing an erosion control project designed in accordance with the generally accepted bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to stabilize the bluff using a combination of structural or"hard" stabilization at the toe and both hard and"soft" stabilization on the bluff face, i.e., terracing, sand renourishment and revegetation. Specifically, a stone revetment was proposed to stabilize the bluff toe, which would occur first. Then the "washed out"portions of the bluff face would be stabilized with terrace retaining walls, renourished with sand, and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The project design also included the removal of an unpermitted deck at the top of the bluff and replacement and partial relocation of the existing bluff stairway, which presently encroaches on the neighboring property to the east. And to additionally control potential top-down erosion resulting from stormwater runoff, a 10' wide non-turf buffer was proposed adjacent to the bluff crest. In June 2019, the Board of Trustees approved the project through issuance of Wetlands Permit No. 9476 and Coastal Erosion Management Permit No. 9476C. These permits were amended in November 2019 to propose a connection to the extended stone armor that would be approved at the easterly adjacent property in 2021 (Wetlands and Coastal Erosion Management Permits Nos. 9946/9946C). Unfortunately, although the permits were extended twice, it was not possible to commence the work within the life of the permit because it took nearly four years to obtain approval from the New York State Department of Environmental Conservation, who had been Page 1 of 2 requesting an alternate revetment design before finally issuing the permit for the proposed design on May 8, 2023. Therefore, the applicant must now reapply for wetlands and coastal erosion management permits from the Board of Trustees. To that end, the currently proposed revetment design is identical to that approved pursuant to the permit amendments in November 2019, and the proposed bluff stairway is nearly identical, except that the total length of the stairway has been reduced from 71 to 67 feet; the proposed 10' x 10' entry platform at the top of the stairway has been relocated entirely landward of the top of bluff; and the dimensions of all stairway landings have been reduced to 4' x 6' or 4' x 4'. The project thus remains consistent with Chapters 275 and Chapter 111 of the Town code, and it is consistent with all applicable LWRP policies, as described below. Pursuant to principles set forth by Section 275-1 l(B)(1)(b), the proposed revetment is proposed in an area suffering from extreme erosion, as described above. Consistent with Section 275- 11(B)(1)(b), Sections 111-10 and 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face along the existing bluff toe to prevent encroaching on the beach or measurably increasing erosion at the site. No increase in erosion or other adverse impacts will be caused to adjacent properties or to natural coastal processes and resources because the revetment will be located between an existing rock revetment to the west and an existing bulkhead to the east. Further pursuant to Sections 111-10 and 111-15, the very purpose of the proposed structure and comprehensive erosion remediation plan is to stem the continued denuding and loss of the bluff, the property's natural protective feature. And the design has been engineered in accordance with generally accepted engineering principles, and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The proposed construction sequence calls for the stabilization, renourishment, and revegetation of the bluff face after the revetment and new bluff stairway have been constructed, so the potential effects of the proposed construction, i.e., the disturbance of adjacent bluff soils and vegetation, will be mitigated through the stabilization and vegetative restoration of those areas. Further consistent with Policy 4 of the LWRP, the hard structure is being proposed only where 1) non-structural, vegetative means alone will not be sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2) the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the recent pattern of severe erosion throughout this geologic cell; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4) the proposed structure has been limited to the minimal scale necessary to effectively stem the erosional trend and is based on sound engineering practices; 5) vegetative restoration and enhancement is and will remain part of the long-term remediation plan design; and 6)there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately,the goal of the project continues to be the stabilization, restoration, and enhancement of the property's natural protective feature for the purpose of minimizing the loss of structures and natural resources from erosion,thus consistent with the relevant permit standards of Chapters 275 and 111 and the goals of Policy 4 of the LWRP. Page 2 of 2 Consistent with Policy 6,the project seeks to restore and protect the quality and function of the the bluff ecosystem in a manner that does not adversely impact the adjacent beach or tidal waters,as further desribed in the attached narrative addressing Chapter 275, Chapter 111 and Local Waterfront Revitalization Program Policy No.4. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes F—] No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. [] Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES ` Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes F-1 No F-1 Not Applicable The proposed structure will be installed along the existing toe of bluff and above high water associated with Long Island Sound and will not prevent or inhibit public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southc;iu S water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATE 5-31-23 Robert E. H rnn Amended on 811105 EN-CONSULTANTS May 31,2023 � li El" Town of Southold JUN - 2 2023 Board of Trustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 �fta-Td(A I'Mstef;s Re: Alexander Perros 19215 Soundview Avenue, Southold SCTM#1000-51-1-18 Dear Board of Trustees: In regard to the above referenced property,enclosed are the following for the Board of Trustees review: I Four(4)Wetland&Coastal Erosion Permit Applications including: a) Short Environmental Assessment Form; b) Authorization&Transactional Disclosure Form for property owners c) Transactional Disclosure Form for agent; d) LWRP Consistency Assessment Form; 2. Project plan prepared by Jeffrey T. Butler, P.E.,P.C., last dated January 16,2023. 3. Survey prepared by JM Land Surveying, dated January 8, 2019. 4. One(1)set of site photographs. 5. Application fee of$2,500.00. I trust this information shall allow you to process our permit request. Should any additional information be required, please do not hesitate to contact our office. Sincer 14, Robert E. rrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsu[tants.com environmental consulting