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HomeMy WebLinkAboutTR-9476 Glenn Goldsmith, President ��� ���� Town Hall Annex A. Nicholas Krupski,Vice President54375 Route 25 P.O. Box 1179 Eric Sepenoski � Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 � o BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 14, 2022 Robert 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 following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 13, 2022: RESOLVED that the Southold Town Board of Trustees grants the Last One (1) Year Extension to Wetland Permit#9476 and Coastal Erosion Permit #9476C, issued on June 19, 2019 and Amended on November 13, 2019. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Fennfold mitl President, Board of Trustees GG:dd Glenn Gold: h, President Town Hall Annex A Nicholas Krupski, /ice-President °° 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gilloolyo E Southold, NY 11971 Elizabeth Peeples Telephone (631) 765-1892 k" Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 3 2� 5� Completed in field by: � ��odl 1 En-Consultants on behalf of ALEXANDER PERROS requests the Last One (1) Year Extension to Wetland Permit#9476 and Coastal Erosion Permit #9476C, issued on June 19, 2019 and Amended on November 13, 2019. Located: 19215 Soundview Avenue, Southold. SCTM#: 1000-51-1-18 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening- 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey :5 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: ex ac�R6 ` � rif2A VI V I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: E. Peeples L. Gillooly G. Goldsmith N. Krupski E. Sepenoski Other EN-CONSULTANTS 1� Lo DD R 2022 March 10, 2022 RoEwd Of 2"PEItMUX`I'EN ION REQUESX Town of Southold Board of Trustees Post Office Box 1179 Southold,New York 11971 Re: Alexander Perros 19215 Soundview Avenue, Southold SCTM#1000-51-1-18 Permit#9476& 9476C Dear Board of Trustees: The above referenced permits are due to expire April 18, 2022. As the approved work has not been completed,please accept this letter as a request for the second one-year extension. The permit fee of$100.00 is attached. Thank you in advance for your attention to this matter. Yours Iruly, l Robert E. warn Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 1 f 631.283.6136 www.enconsultanl,s.com environmental consulting d � Glenn Goldsmith, President " �� G Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25�f���,�' �,, P.O. Box 1179 John M. Bredemeyer III w� Southold, New York 11971 Michael J. Domino A Telephone(631) 765-1892 Greg Williams ti Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 20, 2021 Robert 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 following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 19, 2021: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#9476 and Coastal Erosion Permit#9476C, issued on June 19, 2019 and Amended on November 13, 2019. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG:dd EN-CONSULTANTS DR 10, � a �,�� n ���� APR 3 0 2021 E April 30,2021 Sou.hold To airy 8o- I of T,sti„s 1St PERMIT EXTENSION RF TEST Town of Southold Board of Trustees Post Office Box 1179 Southold,New York 11971 Re: Alexander Perros 19215 Soundview Avenue, Southold SCTM#1000-51-1-18 Permit#9476&9476C Dear Board of Trustees: The above referenced permits are due to expire April 18, 2021. As the approved work has not been completed,please accept this letter as a request for the fist one-year extension. The permit fee of $100.00 is attached. Thank you in-advance for your attention to this matter. Yours t ly, Robert E. errmann Coastal Management Specialist /khs Enc. r 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting Glenn Goldsrr; President ��c�VFFl1[�-C Town Hall Annex A. Nicholas'rxi'upski, Vice-President ,�® `.,� 54375 Route 25 John M. Bredemeyer, III a P.O. Box 1179 Michael J. Domino o Southold, NY 11971 Greg Williams 4,e ®' - Telephone (631) 765-1892 @� 4, Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/TimejhftLy, � Completed in field by: �i y ` En-Consultants on behalf of ALEXANDER PERROS requests a One (1) Year Extension to Wetland Permit#9476 and Coastal Erosion Permit#9476C, issued on June 19, 2019 and Amended on November 13, 2019. Located: 19215 Soundview Avenue, Southold. SCTM#: 1000-51-1-18 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notic of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other Michael J.Domino,President QF SU�ry Town Hall Annex � 5 2 John M.Bredemeyer III,Vice-President �� l0 P.O.Box 54375 Route to 2 Glenn Goldsmith l�l[ Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 COUNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 18, 2019 Robert 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 following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 13, 2019: WHEREAS,-,En-Consultants, on behalf ofALEXANDER-PERROS--applied to the- Southold Town Trustees for an Amendment to Wetland Permit#9476 and Coastal Erosion Permit#9476C 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 October 7, 2019, 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 November 13, 2019, at which time all interested persons were given an opportunity'to be heard, and,, z WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS,"the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, BE IT FURTHER RESOLVED, that the Board of Trustees APPROVE the Amendment to Wetland Permit #9476 and Coastal Erosion Permit#9476C for the elimination of the proposed easterly 10' revetment return; installation of approximately 93 (instead of 80) linear feet of stone revetment; and placement of approximately 324 (instead of 321) cubic yards of sand re- nourishment to be vegetated with native plantings, including approximately 58 (instead of 55) cubic yards of clean sand to be trucked in from an approved upland source; with the condition to establish and perpetually maintain a 10' wide non-turf buffer landward of the top of the bluff; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated August 22, 2019, and stamped approved on November 13, 2019. 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 Amendment to permit. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None Very truly yours, Michael J. Domino President, Board of Trustees t GENERAL DEMOLITION NOTES: ORD OF ' RUSHES S76 PROPOSED BLUFF PROTECTION, f=OR;i i l� POTTO oF. LUF = '';:• :::::. :. .-:;::;::.: :;. :. ..' ; ,: O N F S UT Ol `; O ' I.START OF DEMOLITION SHALL ONLY BEGIN AFTER THE DEMOLITION CONTRACTOR 0 r1A GHI RY:. AGS ' , ., ,, .`.. • . TY TING THAT HAZARDOUS RESTORATION AND PARTIAL BEACH .:. ss. ,p. -, oPE�...,..:; :;:r.;..:. .. HAS BEEN SHOWN THE PROPER REPORTS STA TH ALL ' � • . � PROPC��D;�Y.>�a Gi~;..':: .:-�;<�` '::'�.`::i:';`i::':::.:'::.:�;:.:.:-,. ;,.';';;;:?:• ;::::�'i1.�;,'•:;�:,;,.:. s DEED TjE MATERIALS HAVE BEEN REMOVED FROM THE 51TE u51N6 FEDERAL,STATE,AND ACCESS STAIR REPLACEMENT PLAN FOR: " _ AT Nov /� !g SINE LOCALLY APPROVED METHODS AND PROCEDURES FOR THE MATERIAL IN SITUATE AT: Long 1s tang, SoU � . . `1O�•93' 2. ALL 5TRUGTURE5,BOTH ABOVE AND BELOW GRADE ARE 5HOWN A5 A GUIDE FOR SOOUTHOL 50UTHOLD - n DEMOLITION. LOCATION OF SUBSURFACE 5TRUGTURE5 ARE E5TIMATED TO BE d LOCATED A5 SHOWN. THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE SUFFOLK COUNTY, NEW YORK $ MEAN HIGH HIGH WATER LINE ® EL. ±2.82' ACCURACY OF THE LOCATION OF THE SUBSURFACE STRUCTURES 5HOWN OR TH05E 56TM NO.: 1000-51-1-I5 '� \ - or ZONING DISTRICT: N/A STRUCTURE$NOT SHOWN. SITE MEAN HIGH WATER LINE ® EL. ±2.63' 3. THE DEMOLITION SHALL BE PERFORMED BY THE GONTRAGTOR(5) AT THEIR OWN R15K USE: RESIDENTIAL LOCATION ! oy c� Cn AND LIABILITY. ALL DAMAGE ON 51TE OR ADJAGENT TO THE DEMOLITION AREA FEMA FLOOD ZONE: N/A F � o WILL BE REPAIRED OR REPLACED 50LELY AT THE CONTRACTOR'S EXPENSE. 0.65 O 4. TO THE BEST OF THE EN61NEER-5 KNOWLEDGE,NO ENVIRONMENTAL HAZARD($),THAT SITE DATA: EXISTING: PROPOSED: oI.o4 EX GONG DEBRIS SHALL BE Iv AREA OF 51TE: 32,633 S.F.(0.1482 ACJ N.G. .. � REMOVED AND HAULED TO AN c.� COULD BE AGGRAVATED BY THE DEMOLITION PROCEDURE,EXISTS ON THIS SITE. APPROVED UPLAND SITE. 5. THE CONTRACTOR 15 ADVISED TO L15E CAUTION WHEN EXCAVATING AND REMOVING (TO TIE LINE) _ 1.65 lb3 CD 5UB5URFAGE STRUCTURES,PIPING,ETC.,DUE TO THE LIMITED AVAILABILITY OF 3' INFORMATION CONCERNING SUBSURFACE UTILITIES. 2.36 � o EX. FAILING WOOD WALL($) m GENERAL NOTES: ex.boud rs 6. EXGAI(ATION PROCEDURES SHALL BE PERFORMED BY THE GONTRAGTOR(5), IN I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WOR. 4 o f NEARBY WASHED OUT AREAS ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL CODES AND REGULATIONS. K SHALL BE REMOVED. OR TO ADJACENT PROPERTIES. AFTER DEMO HAS BEEN COMPLETED AND 3.47 3.07 NEI6HBORIN6 PROPERTY HAS BEEN RESTORED, ERECT CONSTRUCTION 74 4 260 FENCE ALONG EFFECTED PROPERTY LINE ex, od' 4.12 EXISTING DECK AND STAIR EXTENT OF DEMOLITION: (� L N o docent 2 ° (AND STONE/CONCRETE EXI5TIN6 STAIR TO BEACH SHALL BE REMOVED IN IT'S ENTIRETY. J,6° ! ung IS 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. /\ stone revetment --5- --f 3 !! �a 2. SEE FILL AND COMPACTION NOTES PRIOR TO ANY 517E WORK. 11.42 of b�°� �s DEBRIS BENEATH DECK) TO A-SO: 2 EXISTING DEGK5,STAIR TO LOWER DECK AND QO C na SDUn 3. CONTRACTOR TO VERIFY ALL DIMEN510N5 IN FIELD PRIOR TO LOG,�TI ON MAP: o u28 ex tom `; EXTRAPOLATE /�� 13EREMOVED WOOD RETAINING WALLS LOCATED AT THE BOTTOM OF SLOPE ON 1 \ TOE OF BLUFF NEIGHBORING PROPERTY AS SHOWN ON PARTIAL PLAN(THIS DWG). Dc a EXCAVATION. STAIR AND REVETMENT CONTRACTOR SHALL COORDINATE NOT TO SCALE ~ - �\ ex. con(, ex.rocks o • '� . C E REGARDING STONE /STAIR P05T LOCATION. LAND NOW OR \ Q 3 Vex.cont. THE REMAINS OF ANY COASTAL CONSTRUCTION SHALL BE �. lIE LANE 4. ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE F F L s\ \`-'` \ � �`S\ �I10 r` �� pile REMOVED (UNLESS OTHERW15E NOTED) FROM THE AREA OF WORK, . d o THI5 INCLUDES BUT 15 NOT LIMITED TO ITEMS GALLED OUT ON THE START OF CONSTRUCTION NOTE: TAX LOT 17 �_- -, -_ _ �9 . , A. REMOVE 6ON5TRUGTION DEBRIS AND THE LIKE FOUND ABOVE MAGHINERY ACCESS FOR PROP05ED STAIR WORK SHALL BE PROP05EP � "'� --_ `••- � \ � �-` � � _ S` EXISTING METAL aE FRAME 517E PLAN. ALL MATERIAL SHALL BE HAULED TO AN APPROVED � 'O ! BULKHEAD TO REMAIN UPLAND SITE. 0.93 GRADE, RESERVE MATERIAL WHEN DIRECTED. FROM THE RE51DENCE'S EAST SIDE OF DWELLING. MACHINERY AGGE55 F . . B. REMOVE ALL UPROOTED' DEAD VEGETATION. DEAD VEGETATION PROPOSED REVETMENT GON5TRUCTION 15 PROPOSED FROM BARGE. - _ SHALL BE GUT AT GRADE, LEAVE ROOTS BELOW GRADE. - `SEX. DILAPIDATED FR. RETAINING MEAN HIGH HIGH WATER LINE EL. ±2.92' G. HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. PROPOSED top of bluff- \ yrs WALLS TO BE REMOVED \ \ MEAN HIGH WATER LINE ® EL. ±2.63' BLUFF STABILIZATION, RENOURI SHMEN m ' --� -25 -10 EXISTING STAIR AND PLATFORM AND BEACH 66GE55 STAIR PLAN: r`e ` TO DECK AND DEGK(5),SHALL FOR INFORMATION REGARDING: i C BE REMOVED AND HAULED TO W ±g30LF5TONE REVETMENT N o I AN APPROVED UPLAND SITE. n -P FOR TYPICAL ELEVATION Q PROPOSED STONE REVETMENT,RE-VE6ETATION AND TERRACING X41 EX.p (y5j BLUFF 40.16 � 0.65 p` SEE SECTION 'A', DWG. No.2 � REQ'MT5, SEE ELEVATION 'A',DWG N0.2 • 1.04 J FADE TO REMAIN. 40.05 PROPOSED BLUFF STABILIZATION: PROPOSED BEACH AGGE55 STAIR DESIGN AND CONSTRUCTION REQ'MT5, x top of bluff LAND NOW OR FORMERLY 6RADE,TERRACE,FILL AND RE-VEGETATE PER Q 2 IV SEE DWG NO3 -- - 40.75 OF THORN Q PROP05ED TOE OF BLUFF W _ 40.38 r \ x40.10 I I a 7 TAX LOT 20.001 SECTION 'A'(5EE DWG No.2) .. �- - _ -401 5EE BILL OF MATERIALS FOR AREA5 AND FILL N 40.12 40.18 • -� GUANTITIE5(THI5 DWG) 1.65 1.83 APPROXIMATE EDGE OF O BILL OF MATERIAL: x ° EXISTING WOOD DECK(±14'x±15') : : .. 39.ea \ 40.38 � o WASHED OUT AREA B � ' _ � • gravel around \ ¢0� 40.19 41.07 SHALL BE REMOVED AND HAULED 2.36 0 r'r'1 ON SITE FILL ACQUIRED FROM PROPOSED WORK m �Y� ERODED AREAS SHALL BE Fire - pit ` \ TO AN APPROVED UPLAND SITE. eX bou FILLED AND GRADED TO QUANTITIES RESERVED FROM: lY� wood 4.3q 3,�o\dersEXCAVATION FOR REVETMENT 0 B.O. BLUFF = ±26b GU.YD5 O fence implanter COASTAL ER05ION HAZARD LINE �� THE LEVEL OF THE X 39.31 A5 5GALED FROM COASTAL ER05ION 3.41 ADJACENT BLUFF FACE '/ �g �0�. ❑ HAZARD AREA MAP PHOTO No.55-5'18-83 4.31 TOTAL ESTIMATED RESERVED ON SITE FILL = t266 GU.YDS � � 3g SHEET 10 OF 4q flO 4 3.01 (ATTAIN NATURAL GRADE) 1" 2.60 AREA: X71 SQ.FT. N 39.41 X 39.11 g 82 ` 4.14 PROPOSED REVETMENT PURCHASED FILL QUANTITIES: V >_ � lo.oa ' \\ v o c eX od• � .12 � LL/ iY� 38.48 X 38.45 38.32 ° sfor�e O Cent SHALL MEET PROP05ED TOE ARMOR TO WEST OF USE MATERIAL TO BE ACQUIRED FROM 'ON SITE' EXGAVATION FOR - ON 3g 38.91 38.93 � 11.08 reve finent S �' � 2.30 EXISTING BULKHEAD RETURN ON ADJACENT PROPOSED REVETMENT,SUPPLEMENT WITH FILL PURCHASED AND O 5a 38 x38.21 �9 ❑ wood fence N.42 \ �' EASTERLY PROPERTY (SEE APPLICATION PLANS BY TRUCKED IN FROM AN APPROVED UPLAND SOURCE. �Tf� d- boseme t deck \° 11.28 -� 5� OTHERS FOR ADJACENT PROPERTY) 21 m X X 3755 O I. ESTIMATED REQUIRED FILL= X58 GU.YDS. Z IL entrant 38.32 PROPOSED STONE REVETMENT: •'':.:.:.•..�:-• �w.• ..:.:.�• o � \ B ,.,� � Z MTO MEET EXISTING ADJACENT STONE •. •: p O 38.96 38.35 37.44 drain ° "z. :. -"1� \ ex.roc 4 X 38 deck �8 37.85 REVETMENT LOCATED ON SUBJECT PROPERTY : .: ::. :.•: "W W W 5 BUFF AREA TO BE RE-NOURI5HED O 36.3 O e . cont. 10.9 ., \ •-,;,..�.•....:':'- •`-.• • � APPROXIMATE EDGE OF WASHED OUT AREA 'A pile WITH APPROXIMATELY 1324 CU.YD5. OF GLEAN SANDY FILL NEEDED 31 �'? 3836 37.41 3737 w.3' ° ERODED AREAS SHALL BE FILLED AND GRADED W +fit, b� TO RESTORE BLUFFS SURFACE ELEVATION. USE RESERVED FILL FOR Lij d) o � d) w __ y W W EXISTING METAL Q FRAME BULKHEAD INITIAL RE-NOUR15HMENT (±266 CU.YD5). ADDITIONAL FILL WILL BE E--1 A 2 Story 6.6 � 23.T 37.87 wa11 37.95 TO THE LEVEL OF THE ADJACENT BLUFF FACE � � .... S- ` Frame - 36.3q 36.38 (ATTAIN NATURAL GRADE), AREA: ±311 50.FT. _ W 37.30 w W -20 TD REMAIN REQUIRED TO ATTAIN PROPOSED GRADES (APPROXIMATELY f5b Residence wood Fence _ ..• CUl YD5). PURCHASED FILL MUST BE TRUCKED IN FROM AN APPROVED � _ I w..:::_ UPLAND SOURCE. THIS PROPOSAL RESERVES THE RIGHT TO ACQUIRE PROPOSED RE-VEGETATION: �- 37 gravel -� '�.:: :: : \ MATERIAL FOR THIS PURPOSE. ALL FILL USED SEAWARD OF TOP OF BLUFF lY� garage PROVIDE PLANTINGS PER PLANTING SCHEDULE, . MUST BE CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING SAND 10.7' 43.0' SEE FILL, RE-VEGETATION AND TERRACING W W 3®, W _W� \ to of bluff W y W y \ FOUND ON SITE AND MUST BE PURCHASED FROM AN APPROVED UPLAND SITE. bin 5EQUENGE OF EVENTS NOTES. PLANTING p porch 3q,07 cn P AG 23.7 SHALL OCCUR IN LOCATIONS OF DISTURBANCE 3 .33 " cont. 1 AND ON BARE BLUFF FACE 3 ~ '`` ` - 3 TO 5 TON ARMOR STONE _ ±396 TONS l _ vinyl fence �- x ❑ �cY .���. .� �.� �. .� _ STONE QUANTITIES: W F- O W PROP05ED BEACH AGGE55 STAIR. ti 35.89 40.49 - W y W °� INCLUSIVE OF ENTRY STEPS (U ENTRY PLATFORM PROPOSED TERRACING: = 40.39 ��W W W W w 36.34 x PROVIDE TERRACING PER TERRACING SCHEDULE, 50-100 LB5 GORE STONE _ ±123 GU.YDS wood �' y W W (3) LANDIN65 AND (1) BASE PLATFORM ATOP OF NOTE: FILTER FABRIC A5 NEEDED ENGINEER: walk �� x SEE TIMBER TERRACE RETAINING WALL AND 40.26 W�` W W W PROPOSED ARMOR STONE STEPS TO BEACH. SEE x PLANTING DETAIL, RE-VEGETATION AND TERRACING 41 A 40.40 •� .� W DWG No.3 FOR INFORMATION ,�� '�r 5EQUENGE OF EVENTS NOTES. TERRACING SHALL W W W PLANTING AREA: ,�P EY T. O 2 \ON BLUFF TIE AND WOOD WALL(5) 40.16 PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING BUT NOT x of NSW Y0�CITY OCCUR IN LOCATIONS OF DISTURBANCE AND ON � ON BLUFF FAGS TO REMAIN. 1 L 'A gravel x BARE BLUFF FACE 40.38W 40.05 36.14 Driveway &SONG ISI ANn Firepi X O , top of bluff LIMITED TO BEACH GRA55 AND 5WITGH GRA55 APPROXIMATE tit rX electric 800,212�G�g80 811 ex. ravel PROPOSED r�J// � BLUFF PLANTING = ±3,515 SQ.FT. _m `' ❑ 10' NON-TURF BUFFER ��x �J�7 n w c LAND NOW OR o �� _40- 40.10 ` LAND NOW OR NOTE: THE AMOUNT OF RE-VEGETATION WILL BE LE55ENED BY THE 'ZN \' 36.20 www.di netn cli.com FORMERLY OF O� 40.18 FORMERLY OF THORN AREA OGGUPIED BY ESTABLISHED, STABLE EXISTING VEGETATION. 3 utility , 3667 x x �yi pole x or SERPANOy 12 �., , \ 40.38 ex. 3533 g TAX LOT Il ` ` 39.88 X \40 X planter TAX LOT 20.001 O� �� 4 3 r �� Z / \ www.call8ll.com states) - o / x ) TERRACING ON BLUFF FACE 41.01 15 REQUIRED FOR THE PURP05E OF STABILIZING 015TUR13ED 501L ' JEFFREY T. BUTLER, P.E. � \ � wood � 0.19 ❑ AND TO = ±3 By law, excavators and contractors working in the 3 -P wood wire fence �s five boroughs of New York City and Nassau and fence COASTAL EROSION HAZARD LINE X15 LIN.FT. W X Suffolk Counties on Lon Island must contact X39.31 A5 SCALED FROM COASTAL ER05ION HAZARD 04 Long / AREA MAP PHOTO No.55-518-b3 SHEET 10 OF 4q NOTE:THE AMOUNT OF TERRACING WILL BE LE55ENED BY THE AREA J ti DigNet, 1-800-272-4480 or 811,at least 48 hours 3y O Q CD r1 but no more than 10 working days(excluding ° OCCUPIED BY STABLE 501L BELOW E5TABL15HED, EXISTING S / x C4 weekends and legal holidays)prior to beginning 39 39.11 \ VEGETATION. X X 349,7 X 0 any mechanized digging or excavation work to 39.41 X � ensure underground lines are marked. \ 36.60 / x Excavators and contractors can also submit 38.48 X38.45 3832 ° Z O }- / locate requests online,through ITIC.If you do not 39 38.91 38.93 PROP05ED NORK SUMMARY: currently use ITIC, please call 1-800-524-7603 DEMOLISH EXISTING STAIR TO BEACH. Q Z 0-4 38.21 9 ❑ wood fence x for more information. , �a -.35-- ' 38 X \' GON5TRUGT PROP05ED 4' WIDE x ±70' L6 BEACH AGGE55 O wire fence ' basement deck ° STAIR FROM T.O. BLUFF TO B.O. BLUFF. I,,,� } 36.3° 1 /l For safety reasons, homeowners are strongly 31.55 CONSTRUCT ±q3 L.F. STONE REVETMENT X { x / x encouraged to call as well when planning any entrance Z O 36.bq 34.19 X type of digging on their property.Homeowners 38.32 ° 5TABILIZE AND RENOUR15H SLOPE BY WAY OF GRADING, Q' Z O i K Q/ well X35-- 3 ql j can contact us direct) at 1-800-272-4480 or TERRACING, FILLING AND PLANTING. aJ I < (L Y Y 38.35 31.44 drain ° O - W CL fence an line \ /^,h x calling 811,the national call before you dig 3g 37.85 C) Q Lf number. For excavation work completed on aeck �� personal property,it is the contractor's 36.3' I /=,C f�I t"�. > '3 87.^�X30» x responsibility--NOT the homeowner's-to contact 31.84' 2 Story L lJL I`1L/ . < Q N L W DigNet. Having utility lines marked priorto y - 3836 31.41 31.31 9 \ x digging is free of charge. 1g-3' ❑ PROPERTY LINE O 6- De� + 99 9� 9 � Frame EXISTING BUILDING Q LH Q 3• AG Residence 6.6' 23.7' 31.81 wa11 31.85 /V�033. 31.3011 garage 36.39 36.38 NOTED LAND LINES - - - - Q Q/ Q O m aspnalr �93,g02� -" i1 NOTED WATER LINES - . . - . . - . . - . . - 0. 7- 0) -3 O t 11 curb drain �6 RR ties 36 \ EXISTING MAJOR CONTOUR Ip ^ ? O 3562 utility pole PROPOSED PARTIAL SITE PLAN EXI5TIN6 MINOR CONTOUR X 31.35 osph0tt pouement '�� LL ------------- X 36.96 OBJECT TO BE REMOVED --- Z O Z Z X 3681 37 T �' 51TE PLAN BASED ON O 0-4 ~ t I5 7.5 O 15 30 bo - CIO PROP05ED STONE - 0 Z O < ORIGINAL SURVEY BY: �/ 0 x 3730 � GRAPHIC SCALE I - 15-O REVETMENT (- h•z•i Uh to 4 .L JM LAND SURVEYING,JOHN MINTO L.S. "' SHAPED STONE ®-f o 0 0 o v a v /e � 3763 � g3 SMITHTOWN BOULEVARD BEACH AGGE55 STEPS STONE � W 4 Ve 38.10 x 38 5MITHTOWN,N.Y. 11187 SURVEYED: JAN. b,201q ABOVE p / O X 3824 EXI5TIN6 GRADE x 6.0 GRADE Q- P A G E .� SURVEYOR'S NOTES: ,� O I. MAP OF GHARDONNAY H0005 AT 50UTHOLD. FILED el = ELEVATION SITE PLAN - EX 1 STING CONDITION �, fQ SEPTEMBER 2a, Igag,FILE No.8822 W O Z NOTES: 2'Yt I. ELEVATIONS 5HOWN HEREON REFER TO HAVE) Iq&b AREA OF D 1 STURBANCE: PHOTO KEY Q EXI5TIN6 ELEVATIONS ARE SHOWN THUS: 50 20 10 0 20 40 60 80 R,20.�� EXI5TIN6 CONTOUR LINES ARE SHOWN THUS: 5 ±4,410 5Q.FT. z GRAPHIC SCALE I" = 20'-O" O ±124.5' 10.0' WIDE Dc I NON-TURF BUFFER BLUFF FACE LANDWARD OF PROPOSED STONE REVETMENT I I SHALL BE 5TA13ILIZED BY GRADING, TERRACING, FILLING z o I AND PLANTING W/APPROPRIATE NATIVE VEGETATION. _ LU w I o �- AREA OF WORK APPROX.: 3,515 SQ.FT. R C ` :K o _5 I �; ' z I t AT CONOLL61ON OF STAIR CONSTRUCTION AND REVETMENT of NSW Y012K CITY 800-212-4480 811 BEGIN RESTORATION EFFORTS. LIMIT y & LONG 15LMP www.di nets cli.comorwww.call811.com EX. DWELLING d pQ o ~ I EXI5TING WALL AT TOP INSTALLATION, g y NOV t 3 2019 to Q 18 O I OF BLUFF TO REMAIN RESTORATION TO BARE, ERODED AND DISTURBED q (tor otherstates) Q I LOCATIONS ON THE BLUFF FACE, FOR AREAS OF WORK By law,excavators and contractors working in the five For safety reasons,homeowners are strongly X v =I I ` AND RESTORATION. SEE PARTIAL SITE PLAN, DW6 No.l so"11:110 Town 0A1 All 11.j boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type Counties on Long Island must contact DigNet, of digging on their property.Homeowners can E^3fU 0(ii unto gS GULLIES 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 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For � TO THE LEVEL OF ADJACENT BLUFF priorto beginning any mechanized digging or excavation excavation work completed on personal property, a FACE. STABILIZE AND REINFORCE BY work to ensure underground lines are marked.Excavators it is the contractor's responsibility-NOT the and contractors can also submit locate requests online, homeowners to contact DigNet.Having utility TERRACING AND PLANTING W/ through ITIC.If you do not currently use MC,please call lines marked priorto digging is free of charge. APPROPRIATE NATIVE VEGETATION. 1-800524-7603 for more information. EL. 36.0' UNDISTURBED UNDISTURBED 501L SOIL EL. 34.0' 0 0 N EXISTING VEGETATION SHALL REMAIN IN PLACE, � DELIBERATE CARE SHALL BE TAKEN NOT TO o EL. 32.0' DISTURB ROOT BASE OF EXI5TIN6 PLANTINGS. s Civ PROPOSED BEACH GRASS TO BE I � _EL. 30-0 - - - - - - - - - - - - - - - - - - - - - - ; PLANTED AS INSTRUCTED IN PLANTING SCHEDULE THI5 OW-5 w N IUNDISTURBED COMPACTION NOTES: EL. 28.o SOIL SUB GRADE `' < IU GENERAL TERRACING OTHER THAN AT TOE OF BLUFF �_; :,, I �3 EL. 26.0 PROP05ED SHRUB TO BE PLANTED F' I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE 5UB GRADE MUST BE PROPERLY SHALL BE INSTALL PER TERRACING SCHEDULE, .;;';;:.: �- � AS AN ALTERNATE TO BEACH GRASS �g PREPARED. THE GONTRAGTOR SHALL PREPARE THE SUB GRADE IN AGGORDANGE WITH _ _ _ _ _ _ _ _ _ _ _ _ _ 5EE TIMBER TERRACE RETAINING WALL AND WHERE CONDITIONS ALLOW. PLANT THESE 5PEGIFIGATION5,U51N6 THE NEGE55ARY MEANS AND MATERIALS TO PROVIDE THE EL. 24.0' PLANTING DETAIL' FOR CONSTRUCTION(THIS DWG) �., :.;. 3'-O" ON CENTER,SEE PLANTINGI TO 5PEGIFIED RE5ULT5. NOTHING IN THE FOLLOWING 51TUATION5 CAN BE FORESEEN. 50HEOULE AND DETAIL, T14I5 DWG = _ THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF 5PEGIAL PROBLEMS,AND IN THE END,TO = :` `' Q I I z PROVIDE A SOUND SUB GRADE. EL. 22.0' 2. USING 501L TEST DATA ::.:..,:.,. ERODED AREAS SHALL BE FILLED AND A. AT ITS OPTION,THE ENGINEER MAY PROVIDE 501L TEST INFORMATION TO THE \;'; :. . ,;;;;•.: GRADED TO THE LEVEL OF THE ADJACENT CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE GLA551FIGATION OF THE 501E IN EL. 20.0 ByFF FACE (ATTAIN NATURAL GRADE) I ACCORDANCE WITH THE UNIFIED 501E GLA551FIGATIIDN SYSTEM(ASTM 02481). THE 516NIFIGANGE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. <:;;: :;; ;.,.y;... • B. SOILS DESIGNATED A5 HIGHLY EXPANSIVE (CHI,MHO,AND OH) MAY REQUIRE LIME EL. 18.0 STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. SUCH 5PEGIAL m TREATMENT5 WILL BE DETAILED IN THE 51TE BID DOCUMENTS IF THE G05T 15 TO BE UNDISTURBED 155FROM INGLUDED IN THE CONTRACTOR'S BASE BID. EL. 16.0' 501L EX. B.O. BLUFF G.SOILS DE516NATED A5 HIGHLY ORGANIC (OH,OLD,AND PT) MAY REQUIRE 5ELEGTIVE REPLACEMENT WITH SUITABLE 5011-5. THE NEED FOR AND THE EXTENT OF THI5 TREATMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15.51 I W N WILL BE DETAILED IN THE 51TE DOGUMENT5 IF THE COST 15 TO BE INGLUDED IN THE EXP05ED STONE 1= CONTRAGTOR'S BASE BID. EL. 14.0 TERRACING 0 TOE OF BLUFF SHALL BE I . a QL m D. THE GONTRAGTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY ±10 O.G. MIN,SEE 'TIMBER TERRACE 13 `0 CONDITIONS REQUIRING 5PEGIAL CONSIDERATION NOT ADDRESSED IN THE 51TE BID RETAINING WALL AND PLANTING DETAIL' T.O. PROP. STONE REVETMENT 11-1 DOGUMENT5. THE EXTRA C.05T OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT EL. 12.0' FOR CONSTRUCTION(THI5 DWG) _ - - - ® APPROX. EL. ±12.0' - - - - - - - - - EL. 12.0' W MXX G05T5 PROVIDED WITH THE BASE BID. THE G05T OF UNANTICIPATED LIME 5TABILIZATION `_-' PROPOSED STONE REVETMENT LU < ; ZLL OR OTHER SPECIAL TREATMENT WILL BE NECOTIATED. X 3-5 TON ARMOR STONE EL. 10.0' - - - - - - - - - - - - - - - - - - - - - '� - - - - - - - = - - - - - - - - -EL. I0.0' O (4 4.15 0 STONE, TYP) - - - SUB GRADE PREPARATION + O G O � BLUFF PROF I E 5EGT N L L S - I. THE GONTRAGTOR SHALL REMOVE ALL VEGETATION SURPLUS 501E DEMOLITION RUBBLE AND 5GALE: 1/4 = 1'-0" EL. 8.0' o,. '` `fl N O PROPOSED PROP05ED STONE REVETMENT SHALL EL. 8.0 OTHER UNDESIRABLE MATERIALS. SUCH MATERIAL5 SHALL BE PROMPTLY HAULED FROM PROPOSED BEACH STAIR, 5EE DRAWING No.3 NOT ENCROACH ON EXISTING BEACH Q- THE 51TE AND D15PO5ED OF IN AGGORDANGE WITH GOVERNING LAW5 AND CODES.THE PROPOSED REVETMENT, BLUFF STABILIZATION AND RENOURISHMENT (THIS DWG) STONE REVETMENT, ±q3 L.F. O O CONTRACTOR SHALL SHAPE THE SUB GRADE IN AGcGORDANGE WITH THE GRADING PLAN, EL. 6.0' EL. 6.0' >-42 TAKING INTO AGGOUNT THE THIGKNE55 OF THE PAVING SYSTEM. THE TOLERANCE OF TH15 PROVIDE FILTER FABRIC A5 5POWN, - -- N ROUGH GRADING SHALL BE WITHIN 1/2" HIGH TO I" LOW. DURING THI5 OPERATION THE _ - - - - EN0A5E CORE STONE ALL SIDES, USE - - - - - - - - - - - - - - CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC BYEL. 4.0' U.5. FABRIG5, P/N U5250 CONSTRUCTION EQUIPMENT AND LOADED TRUGK5. 5UGH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. „ B.O. EXIST AND PROP. BLUFF _1 2. MAINTAINING DRY 51TE GONDITION5: PROP. 50-100 LB CORE STONE (10 TO 13 4.4 -1 EL. 2.0' ® APPROX. EL. ±6.0' Uj F- DURING PREPARATION OF THE 50 GRADE AND UNTIL THE PAVING 15 IN PLACE,THE CONTRACTOR RIP RAP) TO BE PLACED ON AND AROUND -; EL. 2.0' F--� SHALL PROMPTLY TAKE REASONABLE MEA5URE5 TO OBTAIN AND TO MAINTAIN A DRY 51TE FILTER FABRIC TO PREVENT SCOURING. B.O. ARMOR STONE ® ±EL. 1.8' GONDITION. SUCH MEA5URE5 SHALL INCLUDE PUMPING OF FREE 5URFACE WATER,MINOR - - UNDISTURBED - HAND AND/OR MACHINE 5HAPING TO FACILITATE WATER REMOVAL,AND OTHER OPERATIONS EL. Off : ENG � I TO SPEED DRYING. - - - - - - - - - - - - - - - - - - - - - - 1-1 B.O. EXGAVATIDN - ±EL. 0.0' (�G OF E!ti Y 3. NATIVE 501L COMPACTION: COHESIVE AND GOHE51ONLE55 NATIVE 501L SHALL BE COMPACTED TO q5% AND 100% OF THE APPROX. 14' (±I') PROPOSED TOE STONE FOR gP��rc- T. B `O,p� OPTIMUM DEN5ITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. 4. FILL SELECTION AND COMPACTION: CAPSTONE PROTECTION THE M05T G05T EFFEGTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: r- �'� w -SAND-GRAVEL MIX(I5 TO 3% FINES< 0.02 MM AND GBR ) 11), 2 I �' -GRAVELY 501E (3 TO 6% FINES< 0.02 MM AND GBR> 8, 0) -SANDY 5011-5(3 TO 6% FINES ( 0.02 MM AND GBR >8), � pA o� g -51LTY GRAVELY 5'011-5(6 TO 10% FINES<0.02 MM AND GBR> 8), / RO SS1pNP -51LTY SANDY 5011-5(6 TO 15% FINES<0.02 MM AND GBR> 8), FILL, RE-VEGETATION AND TERRAGINO 5GOPE OF WORK: -CLAYEY GRAVEL 5011-5(OVER 20% FINES< 0.02 MM AND GBR> 5), JEFFREY T. BUTLER, P.E. -CLAYEY SANDY 501L (OVER 20% FINES < 0.02 MM AND GBR> 5), 5EQUENGE OF EVENTS NOTES: EXISTING SHRUBS, STONE REVETMENT, 5. THE ENGINEER RESERVES THE RI6HT TO HAVE 501L TESTS PERFORMED TO CONFIRM THE 1. NO RE-VEGETATION OR TERRACING INSTALLATION 5HALL OCCINZ UNTIL / f TO REMAIN BLUFF RENOURISHMENT AND STAE3ILIZATION: Ll SUITABILITY OF ANY FILL MATERIAL. THE GONTRAGTOR SHALL 5PREAD AND COMPACT THE STAIRWAY CONSTRICTION 15 COMPLETE. PLANTING SCHEDULE I. CONSTRUCT PROPOSED STONE REVETMENT ±q3 L.F. CONSTRICTION OF O FILL MATERIAL IN 6 INGH MAXIMUM LIFTS. EAGH LIFT 5HALL BE GOMPAGTED TO q5� OF A. FIRSTLY - INSTALL STAIRWAY EXISTING BLUFF FAGE \ _ THE OPTIMUM DENSITY. GOMPAGTION SHALL BE AGGOMPLI5HED AT NO LE55 THAN OPTIMUM B. SEGONDLY- INSTALL REVETMENT THE REVETMENT A5 FOLLOWS: . . E- [� MOISTURE CONTENT UP TO 2% WETTER. OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT G. THIRDLY - FILL,TERRACE AND PLANT t,;, f PROPOSED 6RA55 AREA (MIX OF AMMOPHILA BREVILIGULATA) BEACH GRA55 A. THE FIRST ROW OF ARMOR STONE WILL BE INSTALLED BELOW THE p wr•. EXISTING GRADE ON A BED OF 50-100 LB GORE STONE ±1' IN DEPTH SHALL BE A5 DETERMINED BY ASTM DI551. NO RUBBLE,TRASH,BOULDERS,OR OTHER L LARGE ERODED AREA'S: -y 4 , GULLIES LANDWARD OF TOE OF BLUFF 2-3 COLUMNS PER PLANTING HOLE 12 O.G MAX. WITH PANIGUM VIR6ATUM) Q }- DEBRIS WILL BE ALLOWED A5 FILL MATERIAL IN ANY USAGE. ERODED AREAS MUST BE FILLED TO NATURAL GRADE PRIOR TO SHALL BE FILLED AND GRADED TO THE SWITCH 6RA55 AT 2'-0" O.G. 2 GAL. CONTAINER). (MIN) AND UNDERLAIN WITH FILTER CLOTH. THE ARMOR STONES WILL (IZ U_ }- b. FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F GOHE51ON OR ULTIMATE BEARING GAPAGITY INSTALLING TERRACING AND PLANTING $ i� x LEVEL OF ADJACENT BLUFF FACE, AND BE INSTALLED AT THE BASE OF THE EXISTING BLUFF, TWO STONES O n �4 ' OF LE55 THAN 500 PSF,GEOTEXTILE FABRIC SHALL BE INSTALLED IN ALL UTILITY AND ii. AREAS W/ELEVATIONS AT OR NEAR NATURAL GRADE: "?' REINFORCE BY TERRACING AND DEEP AND ONE STONE HIGH AS DEPICTED IN 5EGTION 'A' (5HT 2).:�r •::=:x:,- PROPOSED NORTHERN BAYBERRY BUSH (MYRICA PENSYLVANICA) TO BE PIPING TRENCHES AND TANKHOLE5 TO REDUCE MIGRATION OF FINE-GRAINED 501E AND PREP AREA,FILL, INSTALL TERRACING AND PLANT ,of >.y .. w Q 3 Q ;::. , � .� ;:�; PLANTING W/ APPROPRIATE NATIVE I PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). INCLUDING THE BED OF GORE STONE, THE BASE OF THE STRICTURE O O a] SEPARATE 01551MILAR FILL MATERIALS. THE 6EOTEXTILE MATERIAL SHALL OVERLAP 2. NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF �, VEGETATION. AND/OR WILL EXTEND APPROXIMATELY ±b.0' BELOW THE GRADE 6 TOE OF } 't ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12" A5 NECESSARY TO DOVER THE FSE ,f S PROPOSED BLUFF FACE PROPOSED BEACH R05E BUSH (ROSA VIRGINIANA) TO BE PLANTED AT B. THE SECOND ROW OF ARMOR STONE WILL BE INSTALLED TWO STONES v O INTENDED AREA. GEOTEXTILE FABRIC SHALL BE 6TFI3OEX,TYPAR 3401,GTF150EX,OR 3. PROVIDE GLEAN SANDY FILL OBTAINED FROM EXCAVATION PREFORMED TYPAR 3b01 A5 MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON. DURING PREPARATION FOR REVETMENT INSTALLATION FOR THE � • , .�.y. A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). DEEP AND ONE STONE HIGH ON TOP OF THE <SUB-GRADE BASE �i z O j D_\ ,, ,t,�,. OP SED BEACH 11-1 _ 1. BAGKFILLING TANKHOLE5, ETC.: PURPOSE OF RESTORING BLUFFS SURFACE ELEV. TO NATURAL GRADE ,..;�: >, AND OR DESCRIBED IN ITEM A ABOVE. THE ARMOR STONE WILL BE PLACED W IL �O BE PLANTED Q BACKFILL FOR ANY EXISTING TANKHOLE5 514ALL MEET THE REQUIREMENTS OF THI5 5EGTION. (FOR QUANTITIES SEE BILL OF MATERIAL,5HT 1). "':;` s:a PROPOSED BEACH PLUM BUSH (PRUNU5 MARITIMA) TO BE PLANTED AT A AND SHAPED 50 THAT THE TOE OF THE SLOPE DOES NOT EXTEND (� �j I D < LIKEWISE BAGKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOLS 4. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED TERRACING. : �=� r. GTED IN / MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). SEAWARD OF THE EXI5TIN6 TOE OF BLUFF AND THE STRICTURE DOES LLI } O USE 2x2x4' LONG UNTREATED DOUGLAS FIR WOOD ".`S='��: .: P N NG�GHEDULE. NOT ENCROACH ON THE EXISTING BEACH. O 5A5EMENT5,ETC. 5HALL COMPLY WITH THI5 5EGTION ALSO. AND 6RADED TO THE LEVEL OF THE ADJACENT BLUFF FACE (THE >i:: ,, (SEE PLANTING DETAIL, THI5 DWG) STAKES W/2xb DOUGLAS FIR PLANKS SECURED TO -:.`W<= .•� G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED ONE STONE O 8. BAGKFILLING TRENCHES: NATURAL GRADE). �- `�'' '� DEEP AND ONE STONE HIGH ON TOP OF THE PARTIALLY EXPOSED BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,GLEAN,FRESHWATER SAND, 5. WORK WITHIN DESIGNATED AREA OF WORK, CONTRACTOR TO ATTEND TO STAKES (MIN 6'-0" OG). INSTALL TERRACING W O LW_ • O FREE OF 51LT AND CLAY PARTIGLE5. BAGKFILLING SHALL OCCUR IMMEDIATELY AFTER THE DISTURBED, WASHED OUT AREAS WITH EXTRA CARE. PERPENDICULAR TO DOWNWARD SLOPE. SECURE ` BASE DE56RIBED IN 'ITEM B' ABOVE FOR A TOTAL HEIGHT OF LINE OR CONDUIT 15 IN PLACE TO PREGLUDE CAVING OF THE TRENCH SIDES. PRIOR TO b. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. 2xb APPROXIMATELY ±6.0' ABOVE GRADE. THE BANK WILL BE GRADED PLANKS TO ADJACENT PLANKS ALONG PROPOSED NEW SHRUB/BUSH ( / cS� N PER PLANTING SCHEDULE PRUNE I/8" OF LEAF AREA BUT Q INSTALLATION OF THE LINE OR CONDUIT,A 4 INGH GU5HION OF SAND SHALL BE PROVIDED. 1. TO APPLY FILL: HORIZONTAL PLANE. ' " RETAIN NATURAL FORM AND THE ARMOR WILL BE SHAPED 50 THAT THE TOE OF THE SLOPE w Q _VO In q. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED A5 NEGE55ARY WITH 501L A. WORK HORIZONTALLY AGRO55 BLUFF FACE, LIMIT THE WORK AREA (SEE 5HT 3) MIN 3-OO.G. DOES NOT EXTEND 5EAWARD OF THE EXI5TIN6 TOE OF BLUFF ANDCL Z N COMPLYING WITH THI5 SECTION. EXCEPT THE TOP b INGHE5 SHALL BE NATIVE TOP501L TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME. CONTRACTOR THE STRICTURE DOES NOT ENCROACH ON THE EXISTING BEACH. THE O O l� TIMBER TERRAGE RETA�I NI NC HALL SPRAY WITH WILT-PROOFLL T STONES AND BANK WILL AGAIN BE SHAPED,GRADED AND FILLED AS O O SUITABLE FOR 6RA55. AREAS REQUIRING GUT SHALL AL50 BE PROVIDED WITH 6 INGHE5 SHALL APPLY FILL IN 12 LIFTS,TAMP BETWEEN LIFTS. ACCORDING TO MF6'5 INSTRUCTIONS NEEDED TO ENSURE A STABLE SLOPE FOR THE BLUFF FACE. a OF NATIVE TOP501L FOR 6RA55. FIN15H GRADE FOR THESE AREAS SHALL BE I INGH 8. ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA AND PLANTI NC DETAIL BELOW TOP OF GURB. AREAS SHALL BE SLOPED TO, DRAIN AT A MAXIMUM OF 4:1 UNLE55 PLANT PROPOSED VEGETATION AND INSTALL TERRACING BEFORE IF FOLIAGE 15 PRESENT 111 D. REVETMENT STONES AT THE FOOT OF THE PROPOSED BEACH STAIR Q OTHERWISE INDICATED ON THE 51TE OR GRADING PLAN. MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. NONE SHALL BE PLACED,SHAPED AND WORKED TO CREATE 'STONE STEPS' P N Q � W 10. COMPACTION TESTING: q. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE GROUND LINE TO BE SAME AS AT FROM THE STAIR BASE PLATFORM TO GRADE AT THE BOTTOM OF Z THE NURSERY BLUFF. a � CD THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM(U A SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXISTING PLANTS. 2. ALL DISTURBEDND BARE AREAS OF THE BLUFF FACE FROM TOP OF Az O < STANDARD PROCTOR TEST(A5TM 01551) ON THE FILL MATERIAL (OR NATIVE 501L PROCTOR 10. ANY DEAD VEGETATION SHALL 13E GUT® GRADE AND REMOVED FROM - RR,4G I NG SCHEDULE ESTABLISHED VEGETATION BLUFF TO TOE A BLUFF WILL BE PLANTED WITH APPROVED NATIVE O TEST(ASTM 0I551) ON THE FILL MATERIAL (OR NATIVE SOIL IF NO FILL IS USED) AT LEAST BLUFF FACE. OR MEANS OF STABILIZATION v 12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND (2) A NUCLEAR DEN5ITY NOTE: LEAVE ROOTS INTACT BELOW GRADE. TERRACE OPE ACCORDING TO SDH. BELOW: 18" MIN. FOR PLANTS VEGETATION. SEE PLANTING 5GHEOULE AND DETAIL (THIS DWG) FOR (PLANTED 6RA55E5 AND/OR TERRACING) APPROVED PLANTINGS AND PLANTING IN5TRIGTION5. THE PLANTING GAUGE (A5TM D2g22 AND A5TM 03011) OR SAND GONE (A5TM 01556) TEST AT A MINIMUM II. ANY UPROOTED TREES, ETC. SHALL BE REMOVED FROM BLUFF FACE. UP TO 4' HIGH, 20" MIN. . .. {,:. OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE THE DEGREE OF COMPACTION OF 12. 5EE PLANTING SCHEDULE, TYPICAL SHRUB PLANTING DETAIL, .;;:1. ;:... . WILL BE MAINTAINED UNTIL THE VEGETATION IS SUCCESSFULLY 'TERRACING SCHEDULE' AND 'TIMBER TERRACE RETAINING WALL AND SLOPES OF 1:3 SLOPES OF 1:2 SLOPES OF I:I OR GREATER FOR PLANTS OVER 4'h REMOVE BURLAP FROM TOP OF E5TABL15HED (MONITORED OVER 3 GROWING SEASONS). THE SURFACE 5U56RADE. IF THE RE5ULT5 FROM THI5 TEST FOR THE FILL OR NATIVE 501E TERRAGIN6 TO BE INSTALLED AT b MIN BALL P A O E : PLANTING DETAIL',THI5 DW6. TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT `' 3. ALL DISTURBED AND BARE AREAS OF THE BLUFF FACE FROM TOP OF DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION SPECIFIED IN THI5 SECTION,THEVOL.b O 13. CONTINUE PROCEDURE UNTIL PROP05ED AREA OF WORK 15 COMPLETED. GSPACING Y O.G.5PAGIN6 I'O.G.SPAGI% BLUFF TO 10' LANDWARD OF REVETMENT WILL BE TERRACED PER G05T OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE TESTING(2) BAGKFILL WITH TOP501L 4 PEAT- MOSS TERRACING SCHEDULE AND DETAIL (THIS DWG). 1 WILL BE REPEATED. NOTE: 3:1 RATIO BY VOLUME IN q' 4. SEE DRAWING No.l FOR REQUIRED MATERIALS AND QUANTITIES 11. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THE 1 1 LAYER5-WATER EACH LAYER UNTIL STANDARDS OF THE 5.GD.H.5. CONTRACTOR 15 RESPONSIBLE FOR ALL INSPECTIONS AND ALL PLANTED VEGETATION WILL REQUIRE ry LTIGAL SHRUB SETTLED. DO NOT TAMP 516N-OFF OF SAME PLANTING DETAIL NY50EG APPLICATION No. 2 12. CONTRACTOR 15 RE5PON51BLE FOR HAVING THE PROPANE TANK PUMPED OUT AND MONITORING OVER 3 GROWING SEASONS. 3 2 1 NTS 6' FOR PLANTS UP TO 4' HIGH 8" CERTIFIED A5 EMPTY PRIOR TO RELOCATION. FOR PLANTS OVER 4' HIGH of 5 FIBERGLA55 GRATE BENCH BY GENERAL NOTE5 BEAGH AGGE55 5TAIR5 - MGNIGHOLS 1-8TI-884-4653 I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF PROPOSED 5GOPE OF HORK: %"xb" TOP RAIL (wwwmcnichols.com) OR TREX WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK REVETMENT, SEE DWG No.2 13ENGH AT LOCATIONS NOTED ON BEACH AGREE WITH SAME. FOR ADDITIONAL INFO. I. CONSTRUCT A ±l0' L6 SET OF STAIRS, INCLUDING(1) 4'Wx±4' L6 ENTRY STAIR PLAN (THIS DWG) 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL CODE (IRC 2015) AND ALL STAIR,(1) 10'x10' ENTRY PLATFORM,(1) 4'Wx±2O' LG STAIR,(1) 4'x8' RULES AND RE6ULATION5 OF THE TOWN OF SOUTHOLD, PER 'BEACH ACCESS STAIRS - SCOPE OF PLATFORM IN BENCH, 4'Wx±10' LG STAIR,(I) 4'x5' PLATFORM,(1) 4'x15' LG TREADS AND PLATFORMS TO BE CL05E WORK', AND INFORMATION PROVIDED (THIS DWG) AND ALL RULES AND RE6ULATION5 OF THE TOWN PROP05ED STAIR,(1) 5'xb' PLATFORM, 4'Wx±4' LG STAIR,(1) 4'Wx4' BASE LANDING AND f MESH BAR GRATING BY McNIGHOLS OF 50UfHOLD. ARMOR STONE STEPS TO BEACH ARMOR STONE STEPS TO BEACH. 2"x4" CGA MID RAIL I-STf-B84-4653 (wwwmcnlchols.com) 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS A. MATERIALS TO BE USED (STAIR,UD N): INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. \ 1. 2x12 STRINGERS SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL ASSUME 2. 2x10 TREADS ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 3. 2x4 CLEATS USE: 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXISTING SLOPE. 4. 4x6 POSTS ~ 5TAINLE55 STEEL 2"xb" GGA ® Ib" O.G. 5. ALL FOOTIN66 SHALL BEAR ON UNDI5TURBED 501L WITH A MINIMUM SOIL PRE59JRE OF 2 TONS 5. 2x6 TOP RAIL `� ' �' r, (I) 4.0'x4.0' b. 2x4 MID RAIL 6-0 OF COVER HURRICANE CLIPS TYP. PER SQ.FT. AND SHALL HAVE A MINIMUM OF L J LJ AT ALL CONNECTIONS b. DE516N TIMBER 5TRE55 - DOUGLA5 FIR , NO. 2 GRADE FB = 825 P51,E = 1,200000 P51. BASE LANDING B. MATERIALS TO BE USED (PLATFORMS,U.O.N�: :?�- i 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE I. 2x6 FLOOR JOISTS ti IT ENGINEER HAS NOT BEEN RETAINED FOR ON 51TE INSPECTIONS AND/OR OBSERVATIONS OF THE O 2. 2x6 DECKING ;r BEACH GRASS CONSTRUCTION. 2. ALL HARDWARE TO BE GALVANIZED. _i PLANTINGS(TYPICAL) 8. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE "TECO J L� 3. ALL LUMBER TO BE GGA OR SIMILAR U.O.N. ' y G' 5/4"x6" TOP RAIL " r, 4. 5EE FILL,RE-VEGETATION AND TERRACING SEQUENCE OF EVENTS NOTES a CONNECTORS AND OF 5TAINLE55 STEEL MATERIAL OR EQUAL AND SHALL BE CAPABLE OF � HANDLING LOADS 0 CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE (SEE DW6 Not) z WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 2x12 GGA q. ALL HARDWARE SHALL BE GALVANIZED, U.O.N. `r o r +� L_.- - 5TRIN6ER5 10. ALL LUMBER SHALL BE CGA NON). USE (4) bxb WD PILES® `� 2'x4" GGA MID RAIL 11. ALL P05T AND DECK HARDWARE SHALL BE STAINLE55 STEEL. IN ACCORDANCE WITH A5TM AI53. PLATFORM5/LANDING5 NYS BU I LD I NC CODE ` - 12. HANDRAILS,TREADS AND PLATFORM SURFACES TO BE BUILT WITH MATERIAL SPECIFIED IN BUILT OVER REVETMENT SECTION RR314 STAIR 'CONSTRUCTION DETAIL', TH15 DWG. LJ LJ 5TAIRWAY5 ±7'-O' O.G. 13. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR SEAWARD OF PROPOSED BULKHEAD (I) 5.0'x6.0' SECTION RR3145.5EGTION RR3142 TREADS AND R15ER5. THE MAXIMUM R15ER HEIGHT 14. SEE DEMOLITION AND COMPACTION(DWG No.2) NOTES PRIOR TO COMMENCEMENT OF WORK. LANDING 2'xb' GGA ® 16" O.G. SHALL BE 8-1/4 INGHE5(20q MM) AND THE MINIMUM TREAD DEPTH SHALL BE q INCHES ' 15. THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. (22q MM). THE R15ER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING 2 - 2"X10" GGA E06E5 OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED I I 61RDER(TYP) LJ HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF P0515 TO EXTEND 6-0" ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE BELOW UNDISTURBED 501L I ( �� WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE SLOPED NO Z (MINIMUM) Sc"I STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2-PERCENT SLOPE). THE I10GREATEST R15ER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE �U `- 5MALLE5T BY MORE THAN 3/8 INCH N3 MM). THE GREATEST TREAD DEPTH WITHIN P�osrs (TYP) �. Io' WIDE NON-TURF BUFFER o � ANY FLIGHT OF 5TAIR5 5HALL NOT EXCEED THE 5MALLE5T BY MORE THAN 3/8 INCH oR5 MM). rn D_ LJ I I I I Z ±4q' (1) 4.0'x5.0' SECTION RR315 I II o O, HANDRAILS PLATFORM z (1) 4.0'x8.0' 5EGTION RR315.1 HANDRAIL5. HANDRAILS HAVING MINIMUM AND MAXIMUM HEI6HT5 OF • CONSTRUCTION DETAIL I I I I I � PLATFORM 1^V BENCH 34 VERTGHALLY FROM E5 AND 5& INCHES THE NOSING OF THE TREADS,)SH� BETPROVIDED ON AT LEAST � m NOT TO 5GALE I I I (Y) ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL p U I I R I o A� LENGTH OF THE STAIRS WITH TWO OR MORE R15ER5 FROM A POINT DIRECTLY ABOVE a j m PROP05ED 10'x10' WD :20' - THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER OF t- 70 7' ACCE55 PLATFORM THE FLIGHT.ENDS 5HALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR N AREA: ±100 50.FT. k�ORT( �'►N� SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF i-; t4' NOT LE55 THAN 15 INGHE5(38 MM) BETWEEN THE WALL AND THE HANDRAIL. � � m pQZ SECTION RR3152 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS 5HALL BE OF ONE OF THE FOLLOWING TYPE5 OR PROVIDE EQUIVALENT GRA5PABILITY. W 3 I TYPE I. HANDRAILS WITH A CIRCULAR GRO55 SECTION SHALL HAVE AN OUT5IDE F-4 X Z H- DIAMETER OF AT LEAST 1-1/4 INCHES(32 MM) AND NOT GREATER THAN 2 INCHES (51 �D p MM). IF THE HANDRAIL 15 NOT CIRCULAR IT 5HALL HAVE A PERIMETER DIMEN51ON I PROPOSED 10'x10' WD ° BEA�GH A�GGE55 5TA I R PLAN OF AT LEAST 4 INCHES(102 MM) AND NOT GREATER THAN 6-1/4 INCHES(160 MM) � � < q) 5GALE: N.T.5. WITH A MAXIMUM CRO55 SECTION DIMENSION OF 2-1/4 INCHES(5?MM). Q Z ACCESS PLATFORM TO W A +4, I p o STAIR AT TOP OF BLUFF N o AREA: 1100 SQ.FT. PROVIDE TYPE 11. NDRAIL5 WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM) SHALL tS� I o I A GRASPABLE FINGER REGE55 AREA ON BOTH 51DE5 OF THE PROFILE. = O ITHE FINGER REGE-55 SHALL BEGIN WITHIN A 015TANGE OF 3/4 INCH(Iq MM)MEASURED 111 N Z . W PROPOSED 4' WIDE ENTRY STAIR VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH m O T � W/RAILING TO CODE (BEYOND) LU 12, S °- OF AT LEAST 5/16 INCH(8 MM) WITHIN l/8 INCH BELOW THE WIDE5T PORTION OF THE PROFILE. THI5 REQUIRED DEPTH 5HALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM) UJ _ o �� TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES(45 MM) BELOW THE TALLEST -a 4' WIDE STAIR(TYPICAL) Np I o 10.4' PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE W < REGE55 SHALL BE 1-1/4 INGHE5(32 MM) TO A MAXIMUM OF 2-3/4 INCHES (70 MM). Q Ex. DWELLING O N � � SEE 'CONSTRUCTION DETAIL' FOR EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH(0.25 MM). v � � PROPOSED HOOD STAIR TO BEACH: APPROX. 4'W x ADDITIONAL INFORMATION AND ENGINEER: EL. 40.0' PROPOSED LOCAATITIONN.. SEE DWG Nall FOR DIMENSIONAL REQUIREMENTS. (THI5 DWG) � ' A�OF Y PROPOSED STAIR LANDIN6/PLATFORM(S): T e ,p FOR LANDING/PLATFORM(5) LOCATED OVER PROPOSED EL. 38.0' 10.0' WIDE PROPOSED STAIRS AND HANDRAIL C NON-TURF BUFFER TO CODE - SEE NOTES,THI5 SHEET STONE REVETMENT SHALL BE PLACED APPROX. 3' EL. 36.0' LU LANDWARD OF THE BOTTOM OF SLOPE n „_ z. PROP05ED USE: p z 4'x8' WD. PLATFORM W/ (4) 6"xb" GGA POSTS W/(2) 2"x10" GGA GIRDERS, ZtA EL. 34.0' - - - - - - - - - - - - - - - - - - U � U - - - - - - - - - - - - BENCH(FOREGROUND) 2'x8" GGA JOISTS ® 16' O.G. SOA 0,7' SKEWED,PARALLEL TO FIN15H DECKING PER CONSTRUCTION DETAIL yG� PROPERTY LINE U5ERO�ESS�n� ­2xb-_015T_5_,5/#x 6-DECKim4 W SSKEWED, wz JEFFREY T. BUTLER, P.E. EL. 32.0' (SEE GENERAL NOTES,NOA AND 101 \ I PARALLEL TO PROPERTY LINE ?' wz . . () EL. 30.0' cY O - - - - - - - - - - - - - - - - 2x1OTREAD5, 2x12STRINGERS, - 4x6 PO5T5, 2x4 CLEATS `' ' ` ° EL. 28.0' 2x6 TOP RAIL, AND 2x4 MID RAIL �'+ T.O.WOOD LANDING @ ELEV. Q O LSA EL. 26.0' SLOPE LANDWARD OF STONE REVETMENT I Q z SHALL BE 5TA13ILIZED BY 6RADIN6, ; <;;<:':, w TERRACING,FILLING AND PLANTING A5 + C/� p m W - - - - - - - - - - - - - - - NOTED IN PARTIAL 51TE PLAN, DW6 No.l. - - - - - PROPOSED I Z } EL. 24.0 SEE DWG Not FOR RESTORATION AND 4'x5' WD. LANDING RE-NOURISHMENT REQUIREMENTSI Z (Y SKEWED, PARALLEL TO PROPERTY LINE I w Z p i < CL PROPOSED ll l EL. 22.0' 1/ 4'W STAIR(BEYOND) - T.O.WOOD LANDING 9 ELEV. 122.1' U Q � I SKEWED, PARALLEL , U Uj I < RE-VEGETATE 015TURBED AREAS I TO PROPERTY LINEA O Qr' Uj } O EL. 20.0'- AT CONCLL15ION OF STAIR CON5T., I I PROPOSED I Z W p - - - - - - - SEE PLANTING SCHEDULE. - - - - - - - - - - 5'xb' NO. LANDING,(BEYOND) QI) :< - PARALLEL TO PROPOSED REVETMENT U p LW p EL. 18.0' � ? I -4, � LY } 13EYOND I I W 00 V p M www.dignetnycli.com EL. 16.0' I I / :3' - T.O.WOOD LANDING® ECFV. 11bB' _ O O p m I or Li 1 STAIR POST AT REVETMENT: ^Of 0YO��� www.call8ll.com STAIR AND REVETMENT CONTRACTOR SHALL I I "' PROPOSED 4'x4' WD. BASE LANDING Q N p &SONG I�,ANn (for other states) - - - - - - - - - COORDINATE REGARDING STAIR POST LOG. - - -� - -I 1-�'.:.':: _ (BEYOND), LOG. PARALLEL TO I ' EL. 14.0' PRIOR TO ARMOR STONE INSTALLATION. (BEYOND) �' I PROP05ED REVETMENT ATOP OF PROPOSED ARMOR STONE STEPS . I T.O. PROP. V 800-212-4480 811 _ _ _ _ _ _ _ W a, z w STONE REVETMENT 0 EL. 12.0' r T.O.WDOD BASE PLTFRM® ECFV. 112.1 ® APPROX. EL. :02.0' EL. 12.0' p By law, excavators and contractors working in the For safety reasons,homeowners are strongly ,- ` PROPOSED REVETMENT 5TONE5 AT AND Z a five boroughs of New York City and Nassau and encouraged to call as well when planning any " " AROUND BEACH ACCESS STAIRS. PLACE, EL. 10.0 / EL. 10.0' Suffolk Counties on Long Island must contact type of digging on their property.Homeowners - - - - - - - - - - - - - - - - - - - -✓ , ;,:;�.:.. .:-.,..... SHAPE AND WORK ARMOR STONE TO - - - - - - - - - - DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by x I CREATE 'STONE STEPS. LAY 5TONE5 FROM but no more than 10 working days(excluding calling 811,the national call before you dig REVETMENT STAIR BASE PLATFORM TO GRADE AT weekends and legal holidays)prior to beginning number. For excavation work completed on EL. 8.0' SHOWN BEYOND _.y;,,ham m SLOPE(EZ. ±4b'). SHAPE SURROUNDING EL. 8.0' any mechanized digging or excavation workto personal property, it is the contractors SECTION 'B' ' PAOE : STONE STEPS : w ensure underground lines are marked. responsibility--NOT the homeowners-to contact i :s, '- ( STONE TO HELP GUARD BEACH STAIR Excavators and contractors can also submit DigNet. Having utility lines marked priorto PROP05ED BE66H 5TA I R PROFILE EL. 6.0' �F. ,,. ;,4 .„.�! STRUCTURE FROM HAVE ACTION. locate requests online,through ITIC.Ifyou do not digging is free of charge. ±55 EL. 6.0' currently use]TIC, please call 1-800-524-7603 SCALE: N.T.S. t•''" `Ybi .I for more information. - - - - - - - - - - - - - - EX. EPROP B.O.BLUFF® EL. 14.6' - - - - - - - - - - - EL. 4.0' I• - - - - - - - - EL. 4.0' y� �• �4 l Y f�F M OX.DIST.TO M.H NIL. = 1125' of 5 Michael J. Domino,Pre: �pSUFFf?��CO Town Hall Annex John M. Bredemeyer III,Vice-rresident ,��� GV_ 54375 Route 25 Glenn Goldsmith y z P.O.Box 1179 A.Nicholas Krupski 0 Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: l < Completed in field by: 9 En-Consultants on behalf of ALEXANDER PERROS requests an Amendment to Wetland Permit #9476 and Coastal Erosion Permit #9476C for the elimination of the proposed easterly 10' revetment return; installation of approximately 93 (instead of 80) linear feet of stone revetment; and placement of approximately 324 (instead of 321) cubic yards of sand re-nourishment to be vegetated with native plantings, including approximately 58 (instead of 55) cubic yards of clean sand to be trucked in from an approved upland source. Located: 19215 Soundview Avenue, Southold. SCTM# 1000-51-1-18 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 '� Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction . Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: JJ Bredemeyer VM. Domino V/-"G. Goldsmith '� N. Krupski /G. Williams Other a . I. r jkz Ar !. '�.�f 6 �• 'rpt` 4\ ♦. ., -�:r +.1+. �1 ,� ''1`(, � 7;' ,i,��7� 1tY� `�l/ l r�•'., � ,. '��1�I r,,�9 � !l ',� \ f Lie, � � � .� r :� r rFl �r ��naj �111 #.-.A �, t.� q�/r �:, r• ��� ,��� �. - �. '� .,eAk ~' US11 r Yn ! � li"1'• 1 F{ r 'dT 9e„y�.� + s{[{t��}' 410, `'. S � .�R ! ' � a,.,.'.�i .� ��>• �s{ 4 i �+t 5 �t 7+v��s' r j-..,�;R. � tl .,..��r'. r . 1 � � .ate- '" . •t. �, ,,� Stuart Thorn 2223 Rambler Lane Hixon, TN 3'7343 November 8, 2019 D E C E � V E Southold Town Trustees NOV 12 2019 PO Box 1179 Southold,NY 11971 Southold Town • ' Boar of Tr stee Dear Board of Trustees: I uriderstand,that,the Trustees are curreritly,reyiewing,,amapplication submitted by Alexander Perros for his.proper•ty located at.192115 Soundview Avenue, Southold,NY 11971, to reconstruct 'the-existing,staircase and,build a rbekTevetmerit along the toe of the bluff. Lam the adjacent property owner directly to the east,(19375,Soundviety Avenue, SCTM#!000,51-1-20.1'). I,understand-that,Mr. Perros's staircase•crosses'onto-my,property and,that itis his intent to remove the existing staircase and'construct the riew stairway. entirely on his property: I hereby give my perrrtissiori to:irerriove arny,'part ofthe,staircase`that impedes onto my property,along with the concrete debris located'beneatlt tlie'tow�st platfortri ofthe,stainvay. Once,the staircase and-Jeb Psare�temoved;however,=.approximately 11 foot-portion of shoreline-fronting-my,property beiv+ieen,my existing bulkhead and 1vest property'l i tie would be- left unprotected. Therefore,_Costello Maririe,Contractir;ig has submitted a request ort mybehalf to.-amend my bulkhead permit to,,allo*that arealgf sh9relineJo be protected with-a 12-foot' stretch of armor stone consistent with the design of the.proposed Perros revetment, thus-creating a continuous shoreline structure between'.ciur two properties, My permit application also seeks authorization to restore,the disturbed bluffface on my property in the area of the removed stairway, consistent tivith,the blufFface restoration.proposed for-the Perros property. My permission expressed herein is grarited in conjunction with an agreement between Mr. Perron and me outlining the details of our cooperative effort and the financial responsibility of both parties for the above described construction activities and associated permitting. If you have any questions or concerns,I can be reached at (770) 823-3348. Sincerely, IAMO,61�0� Stuart Thorn Peter Young,Chairman ti y Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., November 6, 2019 the following recommendation was made: Moved by Carol Brown, seconded by Peter Meeker, it was RESOLVED to SUPPORT the application of ALEXANDER PERROS to Amend Wetland Permit#9476 and Coastal Erosion Permit#9476C to authorize the elimination of the proposed easterly 10' revetment return; installation of approx. 93 If. of stone revetment; and placement of approx. 324 cy. of sand renourishment to be vegetated with native planting, including approx. 58 cy. of clean sand to be trucked in from an approved upland source. Located: 19215 Soundview,Ave., Southold. SCTM#51-1-18 Inspected by:,John Stein, Carol Brown, Peter,Meeker The CAC Supports the application with no mining of the beach sand and the installation of a 10' non-turf, vegetated buffer. Vote of Council: Ayes: All Motion Carried Stuart Thorn 2223 Rambler Lane Hixon, TN 37343 November 4, 2019 , Southold Town Trustees i OV - 6 2019 P . PO Box 1179 Sot�?ro!d isrr� Southold, NY 11,971` Board of T. Dear Board of Trustees: I understand that the Trustees are currently reviewing anApplication submitted by Alexander Perros for his property located at 19215,Soundview Avenue, Southold, NY 1197],,to reconstruct the existing staircase and build a-rock revetment: I am the adjacent property owner directly to the east (19375 Soundview Avenue, SCTM#1000-51-1=20;1). tunderstand that Perios' existing 'staircase crosses''onto:my property and, it is his'intentto reconstruct the staircase so that it will remain on his property. I give my'permission,to remove any part of the staircase.that impedes 'onto my property. It is.also my understanding that Perros'is requesting,permission,to construct a rock'revetment-and that'the intent is to cross our shared property line so that the rock revetment extends to my- existing bulkhead. I authorize this small-section of rock revetment on my property. ff you have any questions or concerns, I can be reached at (770)823-3348. Sincerely, Stuart Thorn Town Hall John M Bredemeyer III,Presiucnt Ocs �FQ� 53095 Route 25 Michael J.Dommo,Vice-President �Q� ��� P.O. Box 1179 James F.King,Trustee *J Southold,New York 11971-0959 Dave Bergen,Trustee y Charles J.Sanders,Trustee u,. Telephone (631) 765-1892 d ' Fax (631) 765-1366 A�Q� � T,, , r, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD u f OCT 7 2019 $ f Sru i+rid iovm LETTER OF REQUEST FOR AN AMENDM Board of 1r+)O,ccs DATE October 3,2019 OWNER Alexander Perros PHONE 917-318-0027 19215 Soundview Avenue ADDRESS Southold,NY 11971 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road,Southampton,NY 11968 PROPERTY LOCATION 19215 Soundview Avenue,Southold TAX MAP NO. 1000-51-1-18 I/We En-Consultants for Alexander Perros request an Amendment to Permit# 9476&9476C to authorize the elimination of the proposed easterly 10'revetment return;installation of approximately 93 (instead of 80)linear feet of stone revetment;and placement of approximately 324(instead of 32 1)cubic yards of sand renourishment to be vegetated with native plantings,including approximately 58 (instead of 55)cy of clean sand to be trucked in from an approved upland source,all as depicted and described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated March 13,2019,and revised August 22,'2019: Signed By: Robert E.Hemn!lmCoastal Management Specialist 5br A l i l 61720 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,arc subject to public review,and may be subject to further verification. 1 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 ma : 19215 Soundview Apenue,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; Amendment of Permit#9676&#9676 C to authorize the elimination of the proposed easterly 10'revetment return; installation of approximately 93(instead of 80)linear feet of stone revetment;and placement of approximately 324 (instead of 321)cubic yards of sand renourishment to be vegetated with native plantings,including approximately 58 (instead of 55)cy of clean sand to be trucked in from an approved upland source,all as depicted and described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated March 13,2019,and revised August 22,2019 Name of Applicant or Sponsor. Lelephome. 917-918-0027_ _ Alexander Perros alexanderperros@startmail com Address. 19215 Soundview Avenue City/PO: State Zip Code: Southold New York 11971 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation9 If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2 If no,continue to question 2. 2 Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: X NYS DEC Tidal Wetlands 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 ❑ Uiban ❑ 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 1 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area9 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 E If No,describe method for providing potable water. N/A i 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? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: X 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 endangered9 X 16. Is the project site located in the 100 year flood plain? NO YES X 17 Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a Will storm water discharges flow to adjacent properties? ❑NO❑YES b Will storm water discharges be directed to established conveyance systems(runoff and stoun draius)9 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 facility9 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 I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY i KNOWLEDGE Applicant/sponsor iia bert E.Herrmann,Coastal Mgmt.Specialist Date; ! Signature-, i 3 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 action9" 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 ` regulations9 V 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? I/ 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 i No,or Moderate small to large impact impact 1 may may occur i 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage J problems? V 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 i 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 i pac s. Southold Board of�Trustees y Name of Lead Agency Date Michael J. Domino Print or Type Name of nnResponsible Officer in Lead Agency - Title of Responsible Officer —Y'n - k Signature of Resp nsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 €tSae�N?'>�.SCI'( .� ` "'ia�..� ✓zTffr�E'�^9'�r;�f rl.> "a r,�; , - - qAM.' t,ODD 2DOD =3,(!DD' d,DOD :, 6,00flFaut < Z,- •r4 t. '""�,;€'f d7+`�.a i„'°xT•�• /y. xpy, �. OQ"-'' p <.w - ., p ;4 ,rt;t .c•. :;f+„> �,'.: nc�,• .:- '.Q.zi x!%1' 4DD 6CEI`:`"'�it�fD' t 1. ,. y.,,ft)!Fi§:�ttY�1�.n' 'ffi�yr'.T,>a?';.,.< ;t;?f s'' i{:���' ��.: N'ft�{9titra :�,.�{��•®•:»d 395 ',t rj I - ,ray .;. ^1.�:'.P',: �-.. •ate:::•' x :>. . - �3: a:fi� Zl��' La? '^77`:15'36'__ •„ Si"s '^y"r,:�..� � ,. - �' a 5'ite Accers 03a Vla .. 'µ Subject Property) C��¢S rax 4R 25 Park •,gym .,_< -z�' � '��; �, a.. ' ft e. SQA' �«`°.' „✓� .� comp ouit".1 Vqr e- .A r { Jennings Pt ROC T 40 � r 5ufrol N #44 N _ �•�. t,.. _” ,.. -. k Canty agstrom Map . .. 0 .tr:::•'. 2,000` `¢ —: U,.Q '' SGLIIiGIO` V I_ 1' Landing j d;" Harper Pt 4,7 :OFiY 1j La Kim y✓.} Y u t �« z „Psradlse Point GREAT FLOG _ : BECK ' .✓„ ¢ S• Cd !. , BAYVIEUU - 2 r �I 'fin= r • � •� - # �_ ,,t,�- Michael J. Domino President SVFFO(�- {j�o�p �'®U,l Town Hall Annex John M. Bredemeyer III,Vice-President jy��y` yam, 54375 Route 25 Glenn Goldsmith o P.O. Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams ap!•Nr Telephone(631)765-1892 Fax(63 I)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 THIS FORM IS TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE I� Robert E. Hermann , residing at/dba En-Consultants. 1319 North Sea Road, "_ Southampton, NYt 11%8 being duly sworn, depose and say: That on the 1st day of November , 2019, 1 personally posted the property known as 19215 Soundview Avenue, Southold; SCIM #1000-51-1-18 by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday,November 13, 2019. Dated: (signrft - Y , Sworn to before me this 13th day of Nov 2019 ai Pudic M H. STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 2021 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: Amend Permit#9676&9476C to authorize the elimination of the proposed easterly 10'revetment return; installation of approximately 93 (instead of 80)linear feet of stone revetment;and placement of approximately 324(instead of 32 1)cubic yards of sand renourishment to be vegetated with native plantings,including approximately 58 (instead of 55)cy of clean sand to be trucked in from an approved upland source,all as depicted and described on the engineering plan prepared by Jeffrey T.Butler,P.E., P.C.,dated March 13,2019,and revised August 22,2019. 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: Wednesday,November 13,2019 @ 5:30 p.m You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Alexander Perros PROPERTY OWNERS NAME: 19215 Soundview Avenue MAILING ADDRESS: Southold,NY 11971 PHONE #: 917-318-0027 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road,Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address : SCTM#1000-51-1-20.1 P.O.Box 68244262 Stuart Thom Sioux Falls,SD 57186 SCTM#1000-51-1-17 26 Bayview Avenue Andreas&Yula Serpanos Douglaston,NY 11368 SCTM#1000-13 0-1-1.2 Washington Avenue&State Street State of New York,Real Propety Bureau Albany,NY 12224 SCTM#1000-51-3-3.2 264 Mill Spring Road Peter&Harriet Nikakis Manhasset,NY 11030 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 5IH day of November 120 19 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were mailed to each of said peLns (certified) xix�x�cix x� z�l) m ail . 5h Robert ann Sworn to before me this tCoastal Management Specialist d a y o f November 12019 Not c KIM H. STEWNS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 OUAL'IFIEO IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 20 2'I TM TM U.S. Postal Service ?e�e 16 i U.S. Po tal Service iCERTIFIED MAIL@ RECEIPT CERTIFIED MAV RECEIPT Domestic Mail Only :43 •�mestic Mail • nly UI fI �ni ' . . . N Certified Mall Fee rl Certified Mad Fee $ ra Services&Fees(checkbox,add fee as appropdate` / �• I�' $ El Return Receipt(hardcopy) $ (^L - Extra Services&Fees(checkbox,add fee as appropdate) ��)\ ❑Return Receipt(hardcopy) $ � C-3 ❑ReturnReceipt(electronic) $ O" ❑Certified Mall Restricted Delivery $ r Here Q O ❑Return Receipt(electronic) $ Postmark /_ —�� C3 ❑Certified Mail Restricted Delivery $ HeE Q []Adult Signature Required $ E:3 E:3 E]Adult Signature Required $ E]Adult Signature Restricted Delivery$ � -�— , �,' ❑Adult Signature Restricted Delivery$ C Postage "� Cj, L-J PostageCO l r-1 Total Postaa Total PosU -- - - Q' Sent To Q' Sent,To� Stuart Thorn � Andreas&Yula Serpanos N NieefandAj P.O.Box 68244262 - C3 siieeiand; 26 Bayview Avenue •"' cry,s�ai Sioux Falls, SD 57186 j cry,srai; Douglaston,NY 11368 TM U.S. Postal Service U.S. Postal ServiceTm CERTIFIED e © . ■ .TIFIED o . ■ Domestic Mail Only Ln Domestic Mail Only D IILQ rU For delivery infoirriation,visit our Website at www.usps.com". ru r_1 Certified Mail Fee ) HCertified Mad Fee �f rq Extra Services&Fees(check box,add fee as appropdate) /' Extra Services&Fees(check box,add fee as appropnate) ❑Return Receipt(hardcopy) $ Z) - ¢ J t- ❑Return Receipt(hardcopy) $ Return Receipt(electronic) p ❑Return Receipt(electronic) $ 0(/) Postm � -�Y $ I 8 �r- p Certified Mail Restrictetl Delivery $ p ❑ Mere- Certified Mail Restricted Delivery ry $ O Were' . O []Adult Signature Requ red $ p []Adult Signature Required $ � Q[]Adult Signature Restricted Delivery$ ❑Adult Signature Restricted Delivery$ C3 Postage Q LJ Postage J i rl T- `� Total Pt 179 Er $ $' State-of New York s Peter&Harriet Nikakis 0"' Sent To 1791 � Real Property Bureau N s 264 Mill Spring Road ----------------- 'Silesia •'"" i Manhasset,NY 11030 i r_ Washington Avenue& State Street - j ciy sii Albany,NY 12224 , NUTILt: Uim Ht: ARING 0 - - 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 an Amendment to Wetland Permit #9476 and Coastal Erosion Permit #9476C for the elimination of the proposed easterly 10' revetment return; installation of approximately 93 (instead of 80) linear feet of stone revetment; and placement of approximately 324 (instead of 321 ) cubic yards of sand re-nourishment to be vegetated with native plantings, including approximately 58 (instead of 55) cubic yards of clean sand to be trucked in from an approved upland source. Located: 19215 Soundview Avenue, Southold. SCTM# 1000-51 -1 -18 , TIME & DATE OF PUBLIC HEARING : Wednesday, November 13, 2019 — at or about 5 :30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in rh king:a dcterrfiiation of consistency. *Except minor exempt actions including Building Permits and outer miinsterial permits not located within the Coastal Erosion Hazard Area; 2. Before-answering thtquestions in Section C-, the.preparer'ofthis form,should teview_tbe,.exempt minor,action list,.policids.and explanations'.of each policy contained in thelown of Southold `tical Waterfront Revlttalization Pm' m..ADroposed action will be evaluated A916.its,si nig &arit beneficial and adverse e'ffects,upon,the coastal area(.which includes all of Southold'T-6wh) 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's"tandards 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 (southoldtotwtl.norihfork.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 0 Planning Board❑ Building Dept. 0 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 attivity; agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Amendment of Permit#9676&#9676 C to authorize the elimination of the proposed easterly 10'revetment return;installation of approximately 93 (instead of 80)linear feet of stone revetment;and placement of approximately 324(instead of 32 1)cubic yards of sand renourishment to.be vegetated with native plantings,including approximately 58 (instead of 55)cy of clean sand to be trucked in from an approved upland source,all as depicted and dcscribed on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated March 13,2019,and revised August 22,2019. 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 s information shall be provided: (a) Name of apj3licant: Alexander Perros (b)Mailing address: 19215 Soundview Avenue Southold,NY 11971 (c) Telephone number: Area Code 917-318-0027 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No 1—J If yes, which state or federal,agenTcy? 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 POLICE' Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No �4Not Applicable 1 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 i 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 Modified Addendum(10-27-19) to Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for t ALEXANDER PERROS 4 19215 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-18 On June 19, 2019, the Board of Trustees issued Wetland Permit No. 9476 and Coastal Erosion Management Permit No. 9476 for the purpose of authorizing the restoration of a severely eroded bluff face and constructing a stone revetment at the base of the bluff, which was designed to connect to the existing revetment structure to the west and terminate at the easterly property line with a 10' angled return. However, subsequent to issuance of these approvals, the adjacent property owner to the east, Stuart Thorn, approached Mr. Perros with a request that he eliminate the proposed return and instead extend the face of the revetment to the shared property line where it would tie into armor stone Mr.Thom plans to install off the west end of his existing bulkhead return. As background for Mr.Thorn's request, it appears the bulkhead on the property now owned by Thorn was never previously extended to the boundary of the property now owned by Perros due to the presence of the stairway platform (and stone and concrete debris encapsulated beneath it) that extends east off the Perros property and onto the Thorn property. While the presence of that platform and associated stone on the Perros property has long served the purpose of armoring and protecting the most westerly end of Mr. Thorn's property, that portion of shoreline would become unprotected and exposed to flood and erosion damage once the platform and associated stone and concrete are removed pursuant to Mr. Perros's current j permits. Therefore, Mr. Thorn plans to seek permission from the Trustees through a separate application to install armor stone along the approximately 10' of shoreline between the amend of his existing bulkhead return and the face of the proposed Perros revetment if it were extended to the'property line. To that end, Mr. Perros is seeking amendments to his existing permits to authorize the elimination of the proposed easterly 10' revetment return and installation of approximately 93 instead of 80 linear feet of stone revetment. The impacts of the modified design would be the same as those associated with the currently proposed scope of work except that it would provide more effective and longer term flood and erosion protection to both properties through one continuously engineered structure that uniformly ties the erosion protection structures on both properties together at the property line. Otherwise, the project impacts remain the same as described in the original narrative addendum below. The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been impacted by shoreline transgression and increasing bluff erosion during the more frequent and increasingly severe storm events experienced during the last decade, including the Christmas 2010 Blizzard, Super Storm Sandy in October 2012, and four nor'easter events which occurred during the month of March alone in 2018. 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 owners of privately owned properties have been forced to seek approvals for the construction and reconstruction of shoreline stabilization structures, including the recently installed rock revetment on the adjacent westerly property at 19105 Soundview Avenue(Wetlands and Coastal Erosion Management Permits Nos. 7908/7908C, September 2012) and the reconstructed bulkhead on the adjacent easterly property at 19375 Soundview Avenue(Wetlands and Coastal Erosion Management Permits Nos. 7429/7429C,May 2011). 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. Page 1 of 2 i Therefore, the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service,which is to simultaneously stabilize the toe and eroding portion of the face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and"soft"sand renourishment and revegetation of the bluff face. Specifically, a stone revetment is proposed to stabilize the toe of the bluff,which will occur first. Then the"washed out"and upper portions of the bluff face can be stabilized with terrace walls and renourished with sand andplanted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The project also includes the removal of an i 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 limit potential top-down erosion resulting from stormwater runoff, a 10' wide non-turf buffer is proposed adjacent to the bluff crest. Pursuant to principles set forth by Section 275-11(13)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion,as described above. Consistent with Section 275-11(13)(1)(b), Sections-I I I-10 and 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. In fact, the proposed 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 I 1I- 15,the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature, and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts,weathering and other effects of storm conditions for a minimum of 30 years. The 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 is to stabilize, restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 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. f 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. I R Yes U No® Not Applicable Attach additional sheets if necessary t 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. I ❑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. M Yes .] 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 Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes F❑ No ® Not Applicable j 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. i A —]Yes ❑ No® Not Applicable t Y - { f 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. l ❑Yes (❑ No ® Not Applicable I 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 L1;,\L/jl Not Applicable PREPARED BY TITLECoastal Managament specialist DATE 1a a-5LI7 Ito6e t rr nann Amended on 811105 Board 09 Truotaeo Application AUTHOPMA TION (Where the applicant is not the owner) I/We, _Alexander Perros owners of the property identified as SCTM# 1000- 51-1-1 in the town of Southold York,hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the,application process for pormit(s)frown the Southold Town Board of Trustees for this property, U� N/A ign Property Owner's Signature Property Ownees S ature Alexander Perros SWORN TO BEFORE ME THIS DAY OF 20 xu d1a - --Vt. Notary Pu*" SHULI C4 SO all Is of Trustees Application County of Suffolk J State of New York Alexander Perros BEING DULY SWORN DEPOSES ANIS AFFIRMS THAT EE/SIDE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)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 TOWN TRUSTEES HARMLESS ANIS 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 ItEPRESENTATIVES(S),TO ENTER®NT®MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION ION WITH REVIEW OF THIS APPLICATION. L S& atiAfl�, xander Perros SWORN TO BEFORE ME THIS � � DAY®F Q o c,z q V 20 ( c{ v� k' d ` o Notary PublicCO co APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE POIM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this farm is to nrovide 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,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 narne.) 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 Y, If you answered"YES",complete the balance of this form and date and sign where indicated Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Al= Submitted this day of Jcth�Y.r 2c'i`lr Signature Print Name Alexander Perros Form TS 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOUR NAME- Herrmann Rr+w-rt F (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so, indicate the other person's or company's name) NAME OF APPLICATION. (Check all that apply) Tax grievance Building Variance Trustee XX Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest "Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%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 than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation), C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP I Submitted this 1lo A'1ay 201191 Signature Print Name Herni'ann Form TS 1 EN-CONSULTANTS - October 3;2019- Mike Domino, Chairman Board of Trustees, Town of Southold OCT 7 2019 P.O. Box 1179 Southold,NY 11971 Re: Alexander Perros.Wetlands and Coastal Erosion Manasem ofPermit5=9'—,&'9476G--__ Dear Mr. Domino: Subsequent to the Board's issuance of the above referenced approvals for the construction of a rock revetment, reconstruction of the bluff stairway, and related bluff restoration, the adjacent neighbor to the east, Stuart Thorn, approached Mr. Perros with a request that instead of installing an angled revetment return adjacent to their shared property line, Mr. Perros should extend the face of his revetment to the shared property line where it would tie into armor stone Mr. Thorn wishes to install off the west end of his existing bulkhead return. As background for this request, it appears the bulkhead on the property now owned by Thorn was never previously extended to the boundary of the property now owned by Perros due to the presence of the stairway platform (and stone and concrete debris encapsulated beneath it) that extends east off the Perros property and onto the Thorn property. And while the presence of that platform and associated stone on the Perros property has long served the purpose of armoring and protecting the most westerly end_of Mr. Thorn's property, that portion of shoreline would become unprotected and exposed to flood and erosion damage once the platform and associated stone and concrete are removed. Therefore, through a separate application, Mr. Thorn would like permission to install armor stone along the approximately 10' stretch of shoreline between his existing bulkhead return and the face of the proposed Perros revetment if it were to be extended to the property line. To that end, we are hereby requesting in cooperation with Mr. Thorn and in conjunction with his separate application that Mr. Perros' permits be modified to authorize the elimination of the proposed easterly 10' revetment return; installation of approximately 93 (instead of 80) linear feet of stone revetment; and placement• f of approximately 324.(instead of 321) cubic yards of sand renourishment to be vegetated with native plantings, including approximately 58 (instead of 55) cy of clean sand to be trucked in from an approved upland source, all as depicted and described on the engineering plan prepared by Jeffrey T. Butler, P.E., P.C., dated March 13, 2019, and revised August 22, 2019. If you have questions or require additional information in support of our request,please let me know. Respectfully yours, I Rdbe E. Herrmann Coastal Management Specialist Enclosures 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsu[tants.com environmental consulting i EN-CONSULTANTS AMENDMENT REQUEST October 4, 2019 ---- ------- -- - - - - Town of Southoldj. _ Board of Trustees Post Office Box 1179 OCT7 2019 Southold, New York 11971 L; Re: Permit#9476 &#9476C 19215 Soundview Avenue, Southold SCTM#1000-51-1-18 Dear Board of Trustees: Please accept this letter as a request to administratively amend the above referenced permit as described on the enclosed Letter of Request for Amendment. Enclosed for review are correspondence explaining the modification request, a copy of Permit 9476 &#9476C, application for Letter of Request for Amendment, four(4) copies of the engineering plan prepared by Jeffrey T. Butler, P.E., P.C., dated March 13, 2019, and revised August 22, 2019, and a check for the amendment fee of$100. Sincer y, Robert E. Herrmann Coastal Management Specialist /khs Enc. At 1319 North Sea Road Southampton,New York 11968 p 631.283 6360 f 631283 6136 www enconsultants.com environmental consulting Michael J. Domino, Presidentc��o S�fFOC oy` Town Hall Annex John M. Bredemeyer, III, Vice-Presidents <u 54375 Route 25 Glenn Goldsmith N T P.O. Box 1179 A Nicholas Krupski y • o�.�r Southold, NY 11971 Greg Williams dol , �a;f Telephone (631) 765-1892 Fax (631) 765-6641 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 1St day of construction % constructed When project complete, call for compliance inspection; BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9476 &9476C DATE: -JUNE 19,2019 ISSUED TO: ALEXANDER PERROS 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 June 19,2019 and in consideration of application fee in the sum of$500.00 paid by Alexander Perros and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and 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 80 linear feet of stone revetment with a 10' easterly return,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 321 cubic yards of sand re-nourishment(including approximately 266 cubic yards on on-site material excavated from toe of bluff for revetment installation and approximately 55 cubic yards of clean sand to be trucked F I in from an approved upland source),to be vegetated with native plantings; construct new 41 wide by 170' long elevated timber bluff stairway(including 1491 north-south section down bluff face and 121' east- west section over proposed revetment),consisting of 41x41 steps,a 101x101 platform,41x201 steps,a 4'x8' landing with bench,4'x10' steps,a 4'x5' platform,41x5' steps,a 51x6l landing,41x4' steps, and a 41x4' landing,leading to stone steps to beach incorporated into proposed revetment; remove existing concrete debris from beach; and establish and perpetually maintain a 10' wide non-turf buffer along the landward edge of the top of bluff; and for the existing 61 high fencing and fire pit/circular gravel patio; and as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated March 13,2019 and stamped approved on June 19,2019. t IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. F0t/r ��mmrm.�,..��*� ��r1m� �'�+m�,.,:y,c,^�� /'"",","^•�,.�m;x„��"�� "+.``"'-',^.�.�....mm�., �sm^re_�,% �\"'�,"• ea, U -2 TERMS AND CONDITI _ -S 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 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. 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. Michael J.Domino,President 0f S0(/�yO Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 O P.O.Box 1179 Glenn Goldsmith [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 ol�COU ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION, MANAGEMENT PERMIT COASTAL EROSION PERMIT #9476C Applicant/Agent: En-Consultants Permittee: Alexander Perros S' TM#: 1000-51-1-18 Project Location: 19215 Soundview Avenue, Southold Date of Resolution/Issuance: June 19, 2019 Date of Expiration: June 19, 2021 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 80 linear feet of stone revetment with a 10' easterly return, 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 321 cubic yards of sand re-nourishment(including approximately 266 cubic yards on on-site material excavated from toe of bluff for revetment installation and approximately 55 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±70' long elevated timber bluff stairway(including ±49' north-south section down bluff face and ±21' east-west section over proposed revetment), consisting of 4'x4' steps, a 10'x10' platform, 4'x20' steps, a 4'x8' landing with bench, 4'x10' steps, a 4'x5' platform, 4'x5' steps, a 5'x6' landing, 4'x4' steps, and a 4'x4' landing, leading to stone steps to beach incorporated into proposed revetment; remove existing concrete' debris from beach; and establish and perpetually maintain a 10'wide non-turf buffer along the landward edge of the top of bluff; and for the existing 6' high fencing and fire pit/circular gravel patio; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated March 13, 2019 and stamped approved on June 19, 2019. 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. Michael J. Domino, President Board of Trustees Michael J.Domino,President 0f soyo Town Hall Annex 54375 Route 25 John M.Bredemeyer III,Vice-President � O P.O.Box 1179 Glenn Goldsmith l [ Southold,New York 11971 A.Nicholas Krupski G w Telephone(631) 765-1892 Greg Williams �Ol� �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 19, 2019 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, June 19, 2019 regarding the above matter: WHEREAS, En-Consultants on behalf of 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 May 13, 2019, 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 June 19, 2019, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 - WHEREAS, the Board has considered all the testimbny 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 80 linear feet of stone revetment with a 10' easterly return, 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 321 cubic yards of sand re-nourishment (including approximately 266 cubic yards on on-site material excavated from toe of bluff for revetment installation and approximately 55 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 ±70' long elevated timber bluff stairway (including ±49' north-south section down bluff face and ±21' east-west section over proposed revetment), consisting of 4'x4' steps, a 10'x10' platform, 4'x20' steps, a 4'x8' landing with bench, 4'x10' steps, a 4'x5' platform, 4'x5' steps, a 5'x6' landing, 4'x4' steps, and a 4'x4' landing, leading to stone steps to beach incorporated into proposed revetment; remove existing concrete debris from beach; and establish and perpetually maintain a 10' wide non-turf buffer along the landward edge of the top of bluff; and for the existing 6' high fencing and fire pit/circular gravel patio; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated March 13, 2019 and stamped approved on June 19, 2019. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None Very trul�yours, Michael J. Domino President, Board of Trustees Michael J. Domino, (esident ,;,moo Gy Town Hall Annex John M. Bredemeyer, III, Vice-President N = 54375 Route 25 Glenn Goldsmith ,o ���" P.O. Box 1179 A Nicholas Krupski Southold, NY 11971 Ol � �� Greg Williams ' ` �r Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: ALEalioe-p- Pesos c/o FW-Cogsarwr5 Please be advised that your application dated MAV 13 ZOl9 has been reviewed by this Board at the regular meeting of -*6 a zolq and your , application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project— Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) % Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES- TOTAL FEES DUE: $ BY. Michael J Domino, President Board of Trustees i S Michael J.Domino,President OQf SQ�ry�l Town Hall Annex John M.Bredemeyer III,Vice-President �v54375 Route 25 O P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski CM 'c Telephone(631) 765-1892 Greg Williams �lOWN, �� Fax(631) 765-6641 OW N,� 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 80 linear feet of stone revetment with a 10' easterly return 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 321 cubic yards of sand re-nourishment(including approximately 266 cubic yards on on-site material excavated from toe of bluff for revetment installation and approximately 55 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 signature of ner of record Sworn to before me this 2#day of � 19 Nt17A L.COLON A �r Notary Public,State of New York No.01006187554 Qualified in Queens County ' c commission Expires May'19t 2 � Notary P This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. ELEVATIONS SHOWN HEREON REFER TO NAVD 1988 UNAUTHORIZED ALTERATION OR ADDITION on sy RM cffc ED BY JM TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. L017g Gp pA JAN 2019COPIES OF THIS SURVEY MAP NOT BEARING �S19 SOUNDVIEW AVENUE THE LAND SURVEYOR'S INKED SEAL OR /a �/ �^�"c^� EMBOSSED SEAL SHALL NOT BE CONSIDERED M I,/ 1 C� 4/18/19 LOCATE BOULDERS & ROCKS TO BE A VALID TRUE COPY. �'I V0 ONLY TO THE PERSON FOR WHOM THE GUARANTEES INDICATED HEREON SHALL RUN S76^31,001,f � IS ER PARED AND ON HIS IIENAGENCY BEHALF THE DEED rj f LINE HEREN, AND TONDING THE AISSIGNEEISO OFI THED LENDING INSTII- 100 93, TUTION. GUARANTEES ARE NOT TRANSFERABLE. Note: ALL SUBSURFACE STRUCTURES; WATER SUPPLY, SANITARY SYSTEMS, DRAINAGE, DRYWELLS AND UTILITIES, SHOWN ARE FROM FIELD OBSERVATIONS w N AND OR DATA OBTAINED FROM OTHERS. C:) 0 1.04 0.65 C:� THE EXISTENCE OF RIGHTS OF WAY o �^' boulders AND/OR EASEMENTS OF RECORD IF .. ^' ANY, NOT SHOWN ARE NOT GUARANTEED. x4.76 1.65 .` 183 UlfHW LINE EL=1.92 0 - _ 2.36 _ iTl X 865 ---- 4.39 ft ) k1HW LINE EL=2.63 x Area= 32,633 s.f. 4.31 3.47 I� - 9.28 "--�__ rocks �-- 3.07 r Z60 x ----_ 4.74,' _---4--� 9.86 -x 9.82 x 412 \ 3 ` c`_ 7 10.08 - boulde deck 1108 - ------_ -5- 230\���� `- _ --? 230 (area inclusive to tie line) 11.42 --- __ �\ \'5.92 b1a11 - , of 11.18 \ �r 1°e �l-��\ _ rocks \\lTT\ `�i 11\�_- \\ concrete ��__ ��ice\\\\ �1 �r pile\ concrete zzz��\_ _ s �� �' -Spile Premises known as: 9�6r _ o mak, In &frame - [\� dek # 19215 Soundview Avenue bulkhead _ dilapidated frame � z__ retaining wags top of bluff fence end I \\^�-Z, - $= steps 0.9'E 40.49 4039 RBI,`����\��\`=�__ y 402 -4t 4040 _ mz gravel around O 0-1\40.16 fire-pit40.05 x top of bluff 40.38 _�/� \ X4010 dock 75 %X<7 40.12 / .d4 '� � J 40.18 / r 39.88 x fence end CHq - 40.18 // "� �_ 4919 affil/ 1TW 6'wood ` planter fence x J9.31 pl , pl ,31- 3911 39.41/ `- � X 38.48 x3845 3832 \ 0 79- 3891 3893 38 21 3 �� c 6'wood fenre / basement deck I \ enhance Ldeck \ -�� \\ _ 96 \ drain z o 38qty 3785 0 10Q) i5z .9' 36.3' \ z CD 37,t 2 STORY o 37.37 19.3' wall < AC T4C�1MC 66 U 23.1' 37.87 wall 37.95 11 W x p 3730 N Iv' 36.39 3638 0 0 m NRESIDENCE wood fence entrance gravel No m ::_0 J9.07 GARAGE wall o 10.7' 43.0' 0.3 W ' o- - bin ITW V o cn porch porch AC 23.7' ❑ ❑-❑-❑ vinyl fence _ -- concrete fence's meet o columns / 35.89 \ 0.9'W 36.34 / wood / d wnik / \x 36 14 GRAVEL DRIVEWAY ,x elPchic 3620I \�-/ I �� uGfity X - pole x x 36.67 x i 35.33 Z \ CD A wood&wire fence / \\ 0 w ZE x 34.87 / x O 36.60 i x O I I � 3630 I I -/ ��� wire fence 3669 1 well _35- 34.19 \33 89 fence on line \ 187°22'30_'W \ r.5'W {v chain fink fence end 0.3'W curb / \\ /� drain�� RRo lies �,�•�-� \ x 35.62 \ ili le \ x 3135 \\ asPholl pavement \ x36.96 �� /93 Sx 37.30 /Vj033?Dj \ o3810 3763 \ \ \\ na W �/ ven e� � 3824 V ue , I Q� v ' MAY 1 3 2019 F!MFD£pj gROpNNq Q Et7gFR y ly0, _ FY, 8 /98g.1 NOUly0l0 1 0 �V Topographic Survey of Property Q Situate at • Southold `i;41i." Town of Southold ` f� '`✓ 'T` Suffolk , New York County, jiRw `Iic' LAND SURVEYING � c`;`fir � � > Mintoville@aol.com Tax Map #1000-51 - 1 - 18 f i \, `•"rd ,� SUBDIVISIONS 7f Scale 1 = 30' Jan. 8, 2019 `� �; `- "///\ T TITLE & MORTGAGE SURVEYS TOPOGRAPHIC SURVEYS GRAPHIC SCALE " ~+ - r-' LAND PLANNERS SITE PLANS 30 0 15 30 60 120 JOHN MINTO, L.S. PHONE: (631) 724-4832 LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO. 49866 FAX: (631) 724-5455 ( IN FEET ) 1 inch = 30 ft. 93 SMITHTOWN BOULEVARD SMITHTOWN, N.Y. 11787 GENERAL DEMOLITION NOTE5: PROPOSED BLUFF PROTECTION, S76031' » FOP'WORK`® BOTT01�h Of.:BLUFF: OQ £ I.START OF DEMOLITION SHALL ONLY BEGIN AFTER TfE DEMOLITION CONTRACTOR RESTORATION AND PARTIAL BEACH MACHINERY ACCESS Td PROPERTY .� HA5 BEEN SHOWN THE PROPER REPORTS 5TATIN6 THAT ALL HAZARDOUS IS PROPOSED BY BA . • SEED TjE MATERIALS HAVE BEEN REMOVED FROM THE SITE U51N6 FEDERAL,STATE,AND ACCESS 5TAIR REPLACEMENT PLAN FOR: - • • LINE LOCALLY APPROVED METH005 AND PROGEDURE5 FOR THE MATERIAL IN W. Long an 100.9 ' 2.ALL TRUCTURES BOTH ABOVE AND BELOW GRADE ARE SHOWN A5 A GUIDE FOR 50UT HOLD, A _: -- a 3 51TUATE AT: SOUna ' • DEMOLITION.LOCATION OF 5UB5URFAGE 5TRtIGTURE5 ARE ESTIMATED TO BE TOWN OF 5OUTHOLD I Y P LOCATED A5 5HOWN. THE GERTIFYIN6 ENGINEER DOES NOT ATTEST TO THE SUFFOLK COUNTY, NEW YORK a SGTM NO.: 1000-5I-I-IB "-"+DY +aRDQ w,_r MEAN HIGH HIGH WATER LINE @ EL. 12.92' ACCURACY OF THE LOCATION OF THE 505WFAGE 5TRUGTURE5 5HOWN OR TH05E cr DR - STRUGTURE5 NOT 5HOWN. ZONING DISTRICT: WA F 51TE MEAN H16H WATER LINE @ EL. 12,63' 3.THE DEMOLITION 5HALL BE PERFORMED BY THE GONTRAGTOR(5) AT THEIR OWN RISK U5E: RESIDENTIAL j LOCATION �yLLJ 0 AND LIABILITY.ALL DAMAGE ON 51TE OR ADJACENT TO THE DEMOLITION AREA FEMA FLOOD ZONE: WA _ CD WILL BE REPAIRED OR REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE. O 1.04 065 O 4.TO THE BE5T OF THE EN6INEER'5 KNOWLED6E,NO ENVIRONMENTAL HAZARD(5),THAT 51TE DATA: EXI5TIN6: PR•OPO5ED: -- -- O O EX.GONG.DEBRIS SHALL BE N AREA OF SITE: 32,633 5.F. (0.7492 AG) N.G. _ REMOVED AND HAULED TO AN C� COULD BE AGGRAVATED BY THE DEMOLITION PROCEDURE,EXISTS ON THIS SIT1=. N Iv 5. THE GONTRAGTOR 15 ADVI5ED TO U5E CAUTION WHEN EXCAVATING AND REMOVIN6 (TO TIE LINE) ti APPROVED UPLAND 51TE. p 5UB5URFAGE 5TRUGTURE5, ETC,DUE TO THE LIMITED AVAILABILITY OF / _. Ib5 � 1.83 PIPING, EX. FAILING WOOD WALL(5) MINFORMATION GONCERNIN6 5UB5URFAGE UTILITIES. OENER L NOTES: h Z I 236 ex.houtdes NEARBY WASHED OUT AREAS b.EXCAVATION PROGEDURE5 5HALL BE PERFORMED BY THE GONTRAGTOR(5), IN ' �� im_+ Z h 441 ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL GORES AND REGULATIONS. I. NO DEBRI5 SHALL BE PERMITTED TO FALL 5EAWARD OF AREA OF WORK 3.rn SHALL BE REMOVED. OR TO ADJACENT PROPERTIE5. AFTER DEMO HA5 BEEN COMPLETED AND O o ceX. od" 4.14 _ 4.1 4 � 260 EXISTING DECK AND EXTENT OF DEMOLITION: NEI6FIBORING PROPERTY HA5 BEEN RESTORED,ERECT CONSTRUCTION ~ I�- FENCE ALONG EFFECTED PROPERTY LINE �sfo °Cent 2 o LOh 2. CONTRACTOR TO VERIFY ALL DIMEN510% IN FIELD PRIOR TO ANY WORK. ne reset �� 5 11 ii- STAIR TO REMOVED EXI5TIN6 STAIR TO 13EAGH SHALL 13E REMOVED IN IT'5 ENTIRETY. S76 z g �S� _ menf --, Z8 z o v >> Q 2.5EE FILL AND COMPACTION NOTE5 PRIOR TO ANY 51TE WORK. u.42 % o{ b{�{ �, AL50,REMOVE 2 EXI5TING DEGK5,STAIR TO LOWER DECK AND O r1 Gy s 11.28 ex low' �s� ExTRAPOLATE �o �� WOOD RETAINING WALL5 LOCATED AT THE BOTTOM OF SLOPE ON • . D E DUnQI 3. CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD PRIOR TO LOGATI ON MAP: �_ TOE OF BLUFF • • EXCAVATION. STAIR AND REVETMENT CONTRACTOR SHALL COORDINATE \� NEIGHBORING PROPERTY A5 SHOWN ON PARTIAL PLAN(THIS DWG). NOT TO SCALE LANA NOH OR \ ex. cone ex.rocks �� ' ' �.. , • DE-ED / RE6ARDIN6 STONE/STAIR POST LOCATION. � THE REMAINS OF ANY COASTAL GONSTRllGTION SHALL BE FORI32LYO �s� 'vim, pile 3 l7ex.cont. '� . E LINE- 4. ALL DEBRI5 FOUND ON BLUFF FACE 5HALL BE REMOVED PRIOR TO THE s b €� p A pile REMOVED OLE55 OTHERWI5E NOTED) FROM THE AREA OF WORK . �� �' � ��� � r�`� o THIS INCLUDES BUT IS NOT LIMITED TO ITEMS GALLED OUT ON THE ' �- . START OF CONSTRUCTION NOTE: TAX Lor IT --�__ _ a bd /� . • MACHINERY AGGE55 FOR PROP05ED STAIR WORK SHALL BE PROPOSED \ 5' EXI5TIN6 METAL d FRAME 51TE PLAN. ALL MATERIAL 5HALL BE HAULED TO AN APPROVED 100. 0. A. REMOVE CONSTRUCTION DEBRI5 AND THE LIKE FOUND ABOVE BULKHEAD TO REMAIN UPLAND SITE. 93 GRADE,RE5ERVE MATERIAL WHEN DIRECTED. FROM THE RE5IDENGE'S EAST 51DE OF DWELLING. MAGHINERY AGGE55 FOR _ PROP05ED REVETMENT GON5TRUGTION 15 PROP05ED FROM BARGE. B. REMOVE ALL UPROOTED' DEAD VEGETATION. DEAD VEGETATION �- MEAN HIGH HIGH WATER(LINE @ EL. 12.82 G. HAUL EBR5HALL BE I5 AWAY AT ODAPPROVELEAVED UPLAND 51TE.T5 BELOW DE PROP05ED EX.DILAPIDATED FR RETAINING top WALLS TO BE REMOVED MEAN HIGH WATER LINE @ EL. 12.63' BLUFBLUFF5TABILIZATION. RENOURI5HMENT EXI5TIN6 STAIR AND PLATFORM AND BEACH AGGE55 5TAIR PLAN: 40.4 40.3 ¢0\ eX TO DECK AND DEGK(5),SHALL rr �` BE REMOVED AND HAULED TO PROPOSED N FOR INFORMATION RE6AR I'M ' 4oz6 � - - � AN APPROVED UPLAND SITE. CJJ 180 LF STONE REVETMENT -P FOR TYPICAL ELEVATION O PROP05ED 5TONE REVETMENT,RE-VEGETATION AND TERRAGING 1--41 y p p py i(s 4016 0.65 51� SECTION 'A',DWG. Not � REG MT5, 5EE ELEVATION 'A',DW6 Not _ FACE TO,REMAIN. 40.05 PROP05M BLUFF STABILIZATION: 0 1.04 � PROPOSED BEACH AGGE55 STAIR OB16N AND GON5TRUGTION REQ'MT5, • 40.38 x40.10 40.s f top of bluff NOW� Y 0 2 PROPOSED TOE OF BLUFF Csl GRADE TERRACE,FILL AND RE-VE6ETATE PER 5EE DWG No3 �.. TAX LOT 20DOI 5EGTION A (5EE VW No2) 15EE BILL OF MATERIALS FOR AREA5 AND FILL 40.12 , 40.18 /,/ • '� X EXI5TIN6 WOOD DECK(114'x115') QUANTITIES(THIS DW6) 1.65 1.83 APPROXIMATE EDGE OF O BILL OF MATERIAL g ` 39.88 �38 40.lq 41.01 SHALL BE REMOVED AND HAULED 2.36 p WASHED OUT AREA 13' 'ON 51TE' FILL AGOUIRED FROM PROPOSED WORK ravel around ¢ ERODED AREAS SHALL BE �'1 U m fire - 1t TO AN APPROVED UPLAND SITE. _o QUANTITIES RE5ERVED FROM: lY� wood p `� � ° cJeX boll/dens FILLED AND GRADED TO fence X 39.31 planter GOASTAL ER05ION HAZARD LINE 431 3 �oJ THE LEVEL OF THE EXCAVATION FOR REVETMENT @ B.O. BLUFF = 1266 CGU YD5 O ?/ AS 5GALED FROM COASTAL EROSION 437 341 ADJACENT BLUFF FACE TOTAL ESTIMATED RESERVED ON 51TE FILL = 1266 CU.YD5 39 �o ❑ HAZARD AREA MAP PHOTO No.55-518 83 00� 3.07 (ATTAIN NATURAL GRADE) G 4.14 2.60 N 39.41 39 x 39.11 \ SHEET 10 OF 4a o o O 9.82 O f 4 AREA: 3g SQ.FT. PURGHA5ED FILL GUANTITIE5: a u T- � 10.08 �o c eX ad• `� 12 _ U5E MATERIAL TO BE AGOUIRED FROM ON SITE EXGAVATION FOR m 38.48 X 38.45 38.32 � 1 S/0 locent � � � `'-� 38.91 38.93 11.08 i revetment^ ' 5- 39 0 2.30 PROPOSED REVETMENT'5UPPLEMENT WITH FILL PURCHASED AND -50---- xzl s9 wood fence 11.42 _\ + Jc 38 3a ' � �� TRUCKED IN FROM AN APPROVED UPLAND 50URGE. bci5eme t deck 112 5 --8 � I 4 W m entrant 3155 I. ESTIMATED REQUIRED FILL: �5 GU.YD5. Z 38.32 PROPOSED STONE REVETMENT: w. o Bman-W 38.96 38.35 ' 31.44 drain E TO MEET EXI5TIN6 ADJACENT 5TONE vy ex. roGkS PROPOSED 10' L.F.REVETMENT RETURN: E X 38 31 5 REVETMENT LOCATED ON 5UBJEGT PROPERTY - ::._ r. \ 5 4 l7 GON5TRUCTION REQUIREMENTS 51MILAR TO 0 36.3' deck s8 : w..:...�. :..- : W O 5 ex. cont. s� PROPOSED STONE REVETMENT,FOR BLUFF AREA TO BE RE-NOURISHED 0 10.9 0 0 APPROXIMATE EDGE OF WASHED OUT AREA 'A w. .: pile INFORMATION 5EE ELEVATION ON DWG. Not WITH APPROXIMATELY 1321 GU YDS. OF GLEAN SANDY FILL I�IEEDED � 31b�1 " 38.36 31.41 3131 Iq.3' w f2/' (O TO RE5TORE BLUFFS 5URFAGE ELEVATION. U5E RESERVED (FILL FOR ERODED AREAS SHALL BE FILLED AND GRADED "-:w.--. - •: �_'•:.'_' \W � �- � ,_ � Lu d)A 2 5tor 6.6' 23.7' 3-x.81 wall 31.95 TO THE LEVEL OF THE ADJACENT BLUFF FACE _ a �-5_ EX15TIN6 METAL d FRAME BULKHEAD INITIAL RE-NOURISHMENT(1266 GU.YD5). ADDITIONAL FILL WALL BE 31.30 w Frame 36.31 36.35 (ATTAIN NATURAL GRADE),AREA: 1311 50.FT. _ =_ _ .. • : TO REMAIN REQUIRED TO ATTAIN PROP05ED 6RADE5(APPROXIMATELY 155 Residences N wood fence _ - _ W' o CU.YD5). PURCHASED FILL MU5T BE TRUGKED IN FROM AN APPROVED PROPOSED RE-VEGETATION: - G ° UPLAND 50URGE. THI5 PROPOSAL RE5ERVE5 THE RIGHT TO ACQUIRE 37 � grave I PROVIDE PLANTINGS PER PLANTING SCHEDULE, � � MATERIAL FOR THI5 PURPOSE. ALL FILL USED SEAWARD OF TOP OF BLUFF (() garage MUST BE CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING SAND ' SEE FILL RE-VEGETATION AND TERRACING �i W �� �3® � W ""°•- �:��•• ° - p bin 5EQUENGE OF EVENTS NOTES. PLANTING p - \ 43.0' o `to of bluffer \ W W W W \ FOUND ON SITE AND MUST BE PURCHASED FROM AN APPROVED UPLAND SITE. •. porch �,� AG � 23.7' _ ❑ L, 5HALL OCCUR IN LOGATION5 OF 015TURBANGE W 33 " c� onG.- 1 AND ON BARE BLUFF FACE �. � \` �-- STONE QUANTITIE5: w vinyl fence 1 �„ _ PROP05M BEACH AGGE%STAIR: 3 TO 5 TON ARMOR STONE = 1396 TONS 3581 X PROPOSED TERRACING: 40.41 40.3 -�40 W "w g y INGLU51VE OF ENTRY 5TEP5,(1) ENTRY PLATFORM, 3 T O 5 LBS GORE STONE = 1123 GU.Y5 36.34 > PROVIDE TERRACING PER TERRACING SCHEDULE, p 4CJ.26 W W W W NOTE: FILTER FABRIC A5 NEEDED ' (3) LANDINGS AND (I) BASE PLATFORM ATOP OF ENGINEER: wood 5EE TIMBER TERRACE RETAINING WALL AND �_ �= W _ W W PROPOSED ARMOR STONE 5TEP5 TO BEACH.5EE walk \X PLANTING DETAIL, RE-VEGETATION AND TERRAGIN6 _ _ 41 A 40.40 W� DWG No.3 FOR INFORMATION --- lll/// 5EQUENGE OF EVENTS NOTE5. TERRAGIN6 5HALL 2HALL(5) W y PLANTIN6 AREA: QF N ;\ Of NSW YX CO OCCUR IN LOGATIONS OF D15TURBANGE AND ON ON BLU F FACE TO REMAIN.)OD 40.16 PLANT BLUFF FACE WITH NATIVE VEGETATION INCLUDING BUT NOT .<P�� EY e y0 gravel X BARE BLUFF FACE 1 40.38 Drivewa &MAIN�n firepi X �, top of bluff LIMITED TO 13EAGH GRASS AND 5WITGH 6RA55 APPROXIMATE _ w 36.14 y �'; electric PIROP05�FD � • ` BLUFF PLANTING = 13,515 50.FT. n � 800-212-4480 81 I 10 NON-TURF BUFFER10 �� r s� aX ex. ravel _. til r e ' LAND NOW OR _�4Q 1 LAND NOW OR rn �, LU 36.20 �� unlit X www.dignetnycli.com FORMERLY OF �O�- 40.18X FORMERLY OF THORN NOTE: THE AMOUNT OF RE-VEGETATION WILL BE LESSENED BY THE �, 36.61 X X �5 `- pole X or 5ERPAN05 12 3q.88 X \ 40.38 ex. TAX LOT 20.001 AREA OCCUPIED BY E5TABLI5HED,5TA13LE EXISTING VEGETATION. 073 �3 www.r-all8l l.com TAX LOT Il ` 4� plante 'Q� Z 3533 °rfis s►CC' (for other states) B 41.01 TERRAGIN6 ON BLUFF FAGS O X JEFFRE T'BIfTLER,P.E. <? By law,excavators and contractors working in the wood 1 • 3 o.lq ❑ I5 REQUIRED FOR THE PM05E OF 5TABILIZIN6 015TURBED 501L -P wood ff wire fence five boroughs of New York City and Nassau and fence �' WA5TAL ER05ION HAZARD LINE AND TO REDUCE EROSION W s X X 31.31 \ AS SCALED FROM COASTAL EROSION HAZARD BLUFF STABILIZATION = 13,515 LIN.FT. Suffolk Counties on Long Island must contact X DigNet, 1-800-272-4480 or 811,at least 48 hours �/ 3g • _0 o AREA MAP PHOTO No.55-578-83 SHEET 10 OF 49 O N but no more than 10 working days(excluding NOTE:THE AMOUNT OF TERRAGIN6 WILL BE LE55ENED BY THE AREA / X W weekends and legal holidays)prior to beginning 39 39.11 OCCUPIED BY STABLE 501E BELOW ESTABLISHED,EXISTING X VEGETATION. ZE ~ X 34x1 O any mechanized digging or excavation work to j 39.41 (3 v 7 X / ensure underground lines are marked. X 38.45 3h.bo X 0 Excavators and contractors can also submit 38.48 1 38.32 Z LL locate requests online,through ITIC. If you do not 39 38.11 38.13 PROP05ED SUP�(I`'IARY: �•+ Q currently use ITIC,please call 1-800-524-7603 38.21 �9 c wood fence DEM0LI5H EXI5TING STAIR TO BEACH. Z X for more information. 3g X CON5TRUGT PROP05ED 4' WIDE x ±10' L6 BEACH AGGE55W 3630 X35`- X wire fence For safety reasons, homeowners are strongly basement deck 5TAIR FROM T.O. BLUFF TO B.O. BLUFF. 1-1 = > X I X / X encouraged to call as well when planning any entrance 31.55 o GON5TRUGT 180 L.F. STONE REVETMENT PLUS E"i U Z x I 36.69 34.19 X type of digging on their property. Homeowners 38.32 I - 110 L.F. RETURN (EASTERLY). Q' l well x'35- �33.aq can contact us directly at 1-800-272-4480 or by 38 q6 , 31.44 ❑ 5TABILIZE AND RENOURI5H 5LOPE BY WAY OF GRADIN6, IP4 LU < Q 38.35 drain TERRAGIN6,FILLING AND PLANTING. Q Q In Q \ /�h X calling 811,the national call before you dig 38 �� 31.85 � � � fence on line number.For excavation worts completed on � deck X personal property, it is the contractor's 36.3 C/) LU } 0 u 9 �� X responsibility-NOT the homeowner's--to contact LE�END. Q 87022 30 W 31.84 2 5to 31.31 I� w O X DigNet. Having utility lines marked prior to - 38.36 31.41 19 3, • 3 8 0 p PROPERTY LINE � . 9 A'� digging is free of charge. Frame In Uj - cr Residence 6.6' 23.-(' 31.81 wall ss 20'' X N "' EXI5TIN6 BUILDIN6 �.� } N N 31.30 arae 36.39 36.38 O l ���332p < W 9 9 NOTED LAND LINES - - • - - • - - • - o Q � o _j p m s� asphalt 3,90' NOTED WATER LINES - -- - O LL lY� °°r drain s6 RR ties36 � PARTIAL/� 51 TE PLAN ^ Ii-, holt 35.62 PROP05ED P,AEXISTING MAJOR CONTOUR X 31.35 p po"ement EXISTING MINOR CONTOUR 6 Z N LL O X 36.96 O Z O �- Z .. X 36s1 37 51TE PLAN BA5ED ON 15 7.5 O 15 30 60 q0 OBJECT TO BE REMOVED ---------------- O O ZCD / OR16INAL SURVEY BY: ORAPHIG SGALE 1" = 15'-O' �- Z So�'na X 31.30 JM LAND SURVEYING,JOHN MINTO L5. PROP05ED STONE ,� a C) Q Vie 31.63 C13 5MITHTOWN BOULEVARD X 38 � Ve 35.10 5MITHTOWN,N.Y. 11181 5HAPED STONE @ o 0 0 %J Q 5URVEYED: JAN. 8,2018 BEACH AGGE55 5TEP5 STONE X ABOVE �A(5 E Q// 3814 ` 5URVEYOR'S NOTE5• BADE O •� I.MAP OF GHARDONNAY H0005 AT 5OUTHOLD. FILED EXISTING 6RADE X 6.0 SITE PLAN - EX I ST I N6 GOND I T I ON MSEPTEMBER 28, 1989,FILE No.8822 __ v �� ELEVATION EL el = EV - i.. " lu �O � Q �C NOTES: { C _. ". :...._._.. ... / J 1.ELE I ATI0�5HOWN HEREON REFER TO NAI Ig88 AREA OF D 15TURBANGE: PHOTO KEY No. }�- 20 l0 0 20 40 60 8o =2�11111777=7 1117-771 �� EXI5TIN6 CONTOUR LINES ARE SHOWN THU5. 5 (NO.) r, AY 1 3 201 z I; GRAPHIC 56ALE I" = 20'-O" R of � y ±124.5' BLUFF FACE LANDWARD OF PROPOSED STONE REVETMENT SHALL BE STABILIZED BY GRADING, TERRAGING, FILLING o AND PLANTING IN APPROPRIATE NATIVE VEGETATION. U_ AREA OF WORK APPROXI 3,515 50.FT. LU �2 o o w 'i' EXISTING WALL AT TOP OF AT GONGLU51ON OF STAIR CONSTRUCTION AND REVETMENT of NSW YOPT CITY 600-272-4460 1 ,911 Q BLUFF TO REMAIN INSTALLATION,BEGIN RESTORATION EFFORTS. LIMIT N e'� & LONG ISLANn www.dignetnycli.comorwww.call811.com EX. DWELLING o o S � N RESTORATION TO BARE,ERODED AND DISTURBED (for other states) Q LOCATIONS ON THE BLUFF FACE, FOR AREAS OF WORK XAND RESTORATION. SEE PAIRTIAL SITE PLAN DWG No.l By law,excavators and contractors working in the five For safety reasons,homeowners are strongly 11J ' boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type Counties on Long Island must contact DigNet, of digging on their property.Homeowners can E 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 GULLIES SHALL B TO THE LEVEL E F ADJACENT BLUFF 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For prior to beginning any mechanized digging or excavation excavation work completed on personal property, FACE. STABILIZE AND REINFORCE BY work to ensure underground lines are marked.Excavators it is the contractor's responsibility-NOT the TERRA�GING AND PLANTING W/ and contractors can also submit locate requests online, homeowner's--to contact DigNet.Having utility through ITIC.If you do not currently use[TIC,please call lines marked prior to digging is free of charge. EL. 36.0' UNDISTURBf=D APPROPRIATE NATIVE VEGETATION. 1-800-524-7603 for more information. UND15TURBED 501E SOIL EL. 34.0' o ��- EXISTING VEGETATION SHALL REMAIN IN PLACE, u, DELIBERATE CARE SHALL BE TAKEN NOT TO EL. 32.0' 1?15TURB ROOT BASE OF EXISTING PLANTINGS. PROPOSED BEACH 6RA55 TO BE EL. 30.0' PLANTED AS INSTRUCTED IN Q PLANTING SCHEDULE,TH15 DW6 u- ® ++ UNDISTURBED w COMPACTION NOTE-5: EL. 28.0 Soft m 5UB GRADE GENERAL EL. 26.0' TERRACING OTHER THAN AT TOE OF BLUFF PROPOSED SHRUB TO BE PLANTED �I I. IN ORDER FOR THE PAVEMENT TO BE DJRABIF,THE SUB GRADE MUST BE PROPERLY SHALL BE INSTALL PER TERRAGIN6 5GWJXLE, �� AS AN ALTERNATE TO BEACH GRASS X g PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE WITH SEE 'TIMBER TERRACE RETAINING WALL AND _ U0- THESE SPECIFICATIONS,U51NG THE NEGE55ARY MEANS AND MATERIALS TO PROVIDE THE PLANTING DETAIL'FOR CONSTRUCTION (THIS DWG) WHERE CONDITIONS ALLOW. PLANT 5PEGIFIED RE5ULT5. NOTHING IN THE FOLLOWING 51TUATION5 GAN BE FORESEEN. EL. 24.0 3'-0" ON CENTER,SEE PLANTING SCHEDULE AND DETAIL,THIS DWG THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE RE5PON51BILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TOz�, PROVIDE A SOUND 5U6 GRADE. EL. 22.0' 2. USING 501E TEST DATA ERODED AREAS SHALL BE FILLED AND A.AT ITS OPTION,THE ENGINEER MAY PROVIDE 501L TEST INFORMATION TO THE GRADED TO THE LEVEL OF THE ADJACENT CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE GLA551FIGATION OF THE 501E IN EL. 20.0' Bbl FF FACE (ATTAIN NATURAL GRADE) ACCORDANCE WITH THE UNIFIED 501L GLA551FIGATION SYSTEM(A5TM 0240. THE 516NIFIGANGE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER B.SOILS OE516NATED AS HIGHLY EXPAN51VE (CHI,MHO AND OH) MAY REQUIRE LIME EL. I8.0' 5TA131LIZATION AND/OR SELECTIVE REPLAGEMENT WITH SUITABLE SOILS. SUCH 5PEGIAL Q TREATMENTS WILL BE DETAILED IN THE 51TE BID DOCUMENTS IF THE COST 15 TO BE UNDISTURBED `-�, ±55FROM INCLUDED IN THE CONTRACTOR'S BASE BID. LL, 16.0' ;-� EX. B.O. BLUFF ® •�G.SOILS DE516NATED AS HI6HLY ORGANIC (OH,OLD, AND PT) MAY REQUIRE SELECTIVE 'Y N REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF TH15 TREATMENT 155' w V _ WILL BE DETAILED IN THE 51TE DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE EL. 14.0' TERRACING® TOE OF BLUFF SHALL BE EXPOSED STONEI= V m CONTRACTOR'S BASE BID. tIO D. THE CONTRACTOR SHALL IN5'ECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY RE O.G. MIN,SEE 'TIMBER TERRACE CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRE55ED IN THE 51TE BID RETAINING WALL AND PLANTING DETAIL' T.O. PROP. STONE REVETMENT d" DOCUMENTS. THE EXTRA COST OF UNANTIGIPATED REMOVAL WILL BE BASED ON THE UNIT EL. 12.0 FOR GON5TRUGTION (THIS DW6) ® APPROX. EL. ±12.0' EL. 12.0' W W COSTS PROVIDED WITH THE BASE BID. THE G05T OF UNANTIGIPATI_D LIME STABILIZATION `�` ={ 1 L OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. ; :;+: ;..;,. 3-5 TON A STONE REVETMENT �':`", ••t . � 3-5 TON ARMOR STONE E--I O Z EL. 10.0' �"';` EL. 10.0' (4'0 - 4.15STONE,TP) SUB GRADE PREPARATION 5EGT1ON1 1 BLUFF PROFIL � N - 1 N `- N I� • � M! DEMOLITION RUBBLE AND SCALE: 1/4 I-0 EL. 8.0 PROP05M STONE REVETMENT SHALL EL. 8.0' CL 11l d) I. THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL, PROPOSED STONE REVETMENT„±q0 L.F. - OTHER UNDESIRABLE MATERIALS. 5UGH MATERIALS SHALL BE PROMPTLY HAULED FROM PP-OP05ED BEACH STAIR, 5EE DRAWING No.5 + `_ NOT ENCROACH ON EX15TINO BEACH THE 517E AND DI5PO5ED R OF IN ACCORDANCE IWITH GOVERNING LAWS AND CODES.THE PROP05ED REVETMENT, BLUFF STABILIZATION AND RENOURI5HMENT (TH15 DWG) (� L.F.PLUS I - ±10 L . RETLIRI� CONTRACTOR SHALL SHAPE THE SUB GRADE IN AGGORDANGE WITH THE 6RADIN6 PLAN, EL. 6.0' EL. 6.0' 3:TAKING INTO ACCOUNT THE THIGKNE55 OF THE PAVING SYSTEM. THE TOLERANCE OF THIS PROVIDE FILTER FABRIC AS SMIOWN, - - N ROUGH GRADING SHALL BE WITHIN 1/2 HIGH TO I LOW. DURING TH15 OPERATION THE ENCASE GORE STONE ALL 51DE5. USE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BEGOME APPARENT AFTER TRAFFIC BY EL 4.0' US. FABRICS,P/N U5230 GON5TRUGTION EQUIPMENT AND LOADED TRUGK5. 5UGH SOFT AREAS SHALL BE REPORTED •• TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. 2. MAINTAINING DRY 517E CONDITIONS: PROP. 50-100 LB GORE STONE (10" TO 13" - B.O. EXIST AND PROP. BLUR � W DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLAGE,THE CONTRACTOR EL. 2.0' RIP RAP) TO BE PLACED ION AND AROUND ® APPROX. R . ±6.0' -, EL. 2.0' W I- 5HALL PROMPTLY TAKE REA50NA13LE MEA5URE5 TO OBTAIN AND TO MAINTAIN A DRY 51TE FILTER FABRIC TO PREVENT 5000RIN6. CONDITION.SUCH MEA5URE5 SHALL INCLUDE PUMPING OF FREE SURFACE WATER,MINOR _ - UNDI501L B.O. ARMOR STONE ® ±EL. I.8' O VID HAND AND/OR MACHINE 5HAPIN6 TO FAGILITATE WATER REMOVAL,AND OTHER OPERATIONS EL. .O' ENGINEER: TO SPEED DRYING. I 3. NATIVE 501E CAMPAGTION: B.O. EXCAVATION = ±EL.00 0F NEU � COHESIVE AND COHE51ONLE55 NATIVE 501L SHALL BE GOMPAGTI=D TO 95% AND 100% OF THE APPROX. 14' (±I') PROPOSED TOE STONE FOR P�� �N - OPTIMUM DEN5ITY,RE5PEGTIVELY,PRIOR TO PLACEMENT OF FILL. 4. FILL 5ELEGTION AND COMPACTION: CAPSTONE PROTECTION THE M05T G05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE U5ED: -SAND-GRAVEL MIX(1.5 TO 3% FINES< 0.02 MM AND GBR> Il), > CrLU r > ,y w n �E �)' -GRAVELY SOIL(3 TO 6% FINES< 0.02 MM AND GBR 8), -SANDY SOILS(3 TO b% FINES<0.02 MM AND GBR>8), t2�Fp 073 ,9'3 `�,, p�ESS\0�� -51LTY GRAVELY SOILS(6 TO 10% FINES<0.02 IMM AND GBR>6), -SILTY SANDY SOILS(6 TO 15% FINES<0.02 MM AND GBR> 8), FILL, RE-VEC ETATI ON AND TERRAG I NC 5GOPE OF NORK: -CLAYEY GRAVEL SOILS (OVER 2095 FINES<0.02 MM AND GBR> 5), JEFFREY 01= �V�NTS NOTES: EXISTING SHRUBS, STONE REVETMENT. � � T. BUTLER,P.E. -CLAYEY SANDY 501L(OVER 20%FINES<0.02 MM AND GBR>5), I.NO RE VEGETATION OR TERRACING INSTALLATION 5HALL OCCUR UNTIL � TO REMAIN 5.THE ENGINEER RESERVES THE RIGHT TO HAVE 501E TE5T5 PERFORMED TO CONFIRM THE �� BLUFF RENOURISHMENT AND STABILIZATION: STAIRWAY CONSTRUCTION IS COMPLETE. o SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE PLANTI NC 5GHEDULE I. CONSTRUCT PROP05ED STONE REVETMENT ±q0 L.F.(±8o' L.F. P'LL15 FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO q5% OF A.FIRSTLY - INSTALL STAIRWAY C� EXISTING BLUFF FACE _ I - ±10 L.F. RETURN) CONSTRUCTION OF THE REVETMENT A5 FOLLOW5: CD THE OPTIMUM DENSITY. COMPACTION SHALL BE AGGOMPL15HED AT NO LE55 THAN OPTIMUM B.SECONDLY- INSTALL r- G.THIRDLY - FILL TERRACE AND PLANT {v PROP05ED 6RA55 AREA (MIX OF AMMOPHILA BREVILIGULATA) BEACH 6RA55 A. THE FIRST ROW OF ARMOR STONE WILL BE INSTALLED BEDOW THE O Ir- MOISTURE CONTENT M TO 2% WETTER. OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT ,_ f \ 6ULLIE-5 LANDWARD OF TOE OF BLUFF 2-3 COLUMNS PER PLANTING HOLE 12" O.G MAX. WITH PANICUM VIR6ATUM) EXISTING GRADE ON A BED OF 50-100 LB GORE STONE, ±1' IN DEPTH 0 }- � SHALL BE AS DETERMINED BY ASTM DI551. NO RUBBLE.TRASH,BOULDERS,OR OTHER t. LARGE ERODED AREA'S' SHALL BE FILLED AND GRADED TO THE SWITCH GRASS AT 2'-O" O.G. 2 GAL. GONTAINMI. (MIN) AND UNDERLAIN WITH FILTI=R GLOTN. THE ARMOR STONE5 WILL (3� Z }- OEBRI5 WILL BE ALLOWED A5 FILL MATERIAL IN ANY U5A6E. ERODED AREAS MUST BE FILLED TO NATURAL GRADE PRIOR TO ,°<:= }:. 6. FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F COHESION OR ULTIMATE BEARING GAPAGITY _.�'. ~ , INSTALLING TERRACING AND PLANTING •,:�•-,+.���;; LE1/EI_. OF ADJAG:ENT BLUFF FAGS � BE INSTALLED AT THE BASE OF THE EXISTING BLUFF TWO STONES O � OF LE55 THAN 500 P5F,6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL UTILITY AND rr. AREAS W/ELEVATIONS AT OR NEAR NATURAL GRADE: �;:.:� REINFORCE BY TERRAGIN6 AND DEEP AND ONE STONE HIGH,A5 DEPICTED IN SECTION 'A' (51-17 2). Q 3 Q :,s:.� PROPOSED NORTHERN BAYBERRY BUSH (MYRICA PENSYLVANIGA) TO BE PIPING TRENCHES AND TANKHOLE5 TO REDUCE MIGRATION OF FINE-GRAINED 501E AND PREP AREA,FILL, INSTALL TERRACING AND PLANT > t,. PLANTING W/APPROPRIATE NATIVE PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). INCLUDING THE BED OF GORE STONE,THE BASE OF Tl� STRUCTURE ),I.,I SEPARATE DISSIMILAR FILL MATERIALS.THE GEOTEXTILE MATERIAL SHALL OVERLAP 2.NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF ,-;: VEGETATION. AND R WILL EXTEND APPROXIMATELY t6.O' BELOW THE GRADE® TOE OF I- } ..c;.t:.s.• ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12" A5 NEGE55ARY TO COVER THE FSE -•~, PROP05ED BLUFF FACE BLS Q v '� Z O r•'.:-Z w INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE C7TF130EX,TYPAR 3401,6TF150EX,OR 3. PROVIDE GLEAN SANDY FILL OBTAINED FROM EXCAVATION PREFORMED `;, PROPOSED BEACH ROSE BUSH (ROSA VIR6INIANA) TO BE PLANTED AT B. THE SECOND ROW OF ARMOR STONE WILL BE INSTALLED TWO 5TONE-5 Z IX TYPAR 3601 A5 MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON. DURING PREPARATION FOR REVETMENT INSTALLATION FOR THE t.•� A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). DEEP AND ONE STONE HIGH ON TOP OF THE SUB-GRADE BASE 0 � � i < CE `'' Q-+ - _��'. 0 D BEACH UJ 1.BAGKFILLING TANKHOLE5,ETC.: PURPOSE OF RESTORING BLUFF'S SURFACE ELEV. TO NATURAL GRADE =_ O BE PLANTED AND DESCRIBED IN ITEM A ABOVE. THE ARMOR STONE WILL BE PLACED Q , US BACKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE REQUIREMENTS OF TH15 SECTION. (FOR QUANTITIE5 SEE 'BILL OF MATERIAL',5HT 1). ' ::; �� t. TED IN PP-OP05ED BEACH PLUM BU5H (PRUNUS MARITIMA) TO BE PLANTED AT A AND 5HAPED 50 THAT THE TOE OF THE SLOPE DOE5 NOT EXTEND ll1 Q < LIKEWISE,BAGKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOLS, 4.GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED TERRACING: ""� N } (�LE MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). SEAWARD OF THE EXISTING TOE OF BLUFF AND T{ STRUCTURE ODES } USE 2x2x4' LONG UNTREATED DOUGLAS FIR WOOD '== NOT ENCROACH ON THE EXISTING BEACH. jZ/ < O BA5EMENT5,M.SHALL COMPLY WITH THIS SECTION ALSO. AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF FACE (THE STAKES W/2xb DOUGLAS FIR PLANKS SECURED TO `., ( E PLANTING DETAIL,THIS DWG) G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED ONE STONE 8.BAGKFILLING TRENCHES: NATURAL GRADE). ` . ,, - BAGKFIH FOR UTILITY TRENGHE5 SHALL BE WELL-GRADED,GLEAN,FRESHWATER SAND, 5. WORK WITHIN DESIGNATED AREA OF WORK,CONTRACTOR TO ATTEND TO STAKES (MIN b'-0" OG). INSTALL TERRACING _ DEEP AND ONE STONE HIGH ON TOP OF THE PARTIALLY EXPOSEDCi LU FREE OF SILT AND CLAY PARTICLES.BAGKFILLIIN6 SHALL OGCUR IMMEDIATELY AFTER THE DISTURBED,WASHED OUT AREAS WITH EXTRA CARE. PERPENDIGULAR TO DOWNWARD SLOPE. SECURE PROPOSED NEW /BUSH BASE DE5GRIBED IN 'ITEM B'ABOVE FOR A TOTAL HEIGHT OF - 2xb PLANKS TO ADJACENT PLANKS ALON LINE OR GONDUIT 15 IN PLAGE TO PRECLUDE CAVING OF THE TRENCH 510E5. PRIOR TO 6. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. G N APPROXIMATELY ±6.0ABOVE GRADE. THE BANK WILL BE GRADED } PER PLANTING SCHEDULE PRUNE I/8 OF LEAF AREA BUT INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF 5AN0 SHALL BE PROVIDED. 1. TO APPLY FILL: HORIZONTAL PLANE. (SEE 5HT 3), MIN 3b' O.G. RETAIN NATURAL FORM AND THE ARMOR WILL BE SHAPED 50 THAT THE TOE OF THE SLOPE w � � V V O Cn q. AREAS OUTSIDE THE PAVING 5iALL BE FILLED AND COMPACTED A5 NEGE55ARY WITH 501L A. WORK HORIZONTALLY AGRO55 BLUFF FAGE,LIMIT THE WORK AREA DOES NOT EXTEND SEAWARD OF THE EXISTING TOE OF BLUFF AND CL n COMPLYING WITH TH15 SECTION. EXCEPT THE TOP'6 INGHE5 SHALL BE NATIVE TOP501L TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME.CONTRACTOR TIMBER TERRAGE RET•AININO WALL SPRAY WITH WILT-PROOF THE STRUCTURE DOES NOT ENCROACH ON THE EXISTING BEACH. THE O O 0 m SUITABLE FOR 6RA55. AREAS REQUIRING GUT 51HALL AL50 BE PROVIDED WITH b INGHES SHALL APPLY FILL IN 12" LIFTS,TAMP BETWEEN LIFTS. AGGORDIN6 TO MFG'S INSTRUCTIONS STONES AND BANK WILL AGAIN BE SHAPED,GRADED AND FILLED AS a LL - OF NATIVE TOP501L FOR 6RA55. FIN15H GRADE FOR THESE AREAS SHALL BE I INGH b. ONCE NATURAL 6RADE 15 ACHIEVED WITHIN THE SMALL WORK AREA AND PLANTING DETAIL NEEDED TO ENSURE A STABLE SLOPE FOR THE BLUFF FAGE. U) BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF 4:1 UNLE55 PLANT PROP05ED VEGETATION AND INSTALL TERRACING BEFORE \`y� IF FOLIAGE 15 PRESENT U) •: SCALE: NONE D. REVETMENT STONES AT THE FOOT OF THE PROPOSED BEACH STAIR O � OTHERWISE INDICATED ON THE 51TE OR 6RADINO PLAN. MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. SHALL BE PLACED SHAPED AND WORKED TO CREATE 'STDINE STEP5' � CV O O •• GROUND LINE TO BE SAME A5 AT LT z uj 10.COMPACTION TESTING: q. ANY EX15TIN6 VE6ETATION SHALL REMAIN IN PLACE.DELIBERATE CARE FROM THE STAIR BASE PLATFORM TO GRADE AT THE BOTTOM OF - THE EN6INEER WILL ENGAGE AN II�PENDENT TE5TIIN6 LABORATORY TO PERFORM(1)A SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXISTING PLANTS. T} NURSERY BLUFF. ~ STANDARD PROGTOR TEST(ASTM 01551) ON THE.FILL MATERIAL(OR NATIVE 50IL PROCTOR 10. ANY DEAD VEGETATION SHALL BE GUT ® GRADE AND REMOVED FROM ESTABLISHED VEGETATION 2. ALL 015TUR13ED AND BARE AREAS OF THE BLUFF FAGE FROM TOP OF 0 Q TEST(ASTM D1551) ON THE FILL MATERIAL(OR NATIVE 501L IF NO FILL 15 U5E0) AT LEAST BLUFF FACE. TERRAGINC 5GHEEME OR BLUFF TO TOE OF BLUFF WILL BE PLANTED WITH APPROVED NATIVE O MEANS OF 5TABILIZATION v 12 HOURS BEFORE THE CONTRACTOR INITIATES GOMPAGTION AND(2) A NUCLEAR DENSITY NOTE: LEAVE ROOTS INTACT BELOW GRADE. VEGETATION. SEE PLANTING 5GHEDULE AND DETAIL (THIS DWG) FOR 11. ANY UPROOTED TREES ETC. SHALL BE REMOVED FROM BLUFF FAGE. TERRACE SLOPE ACCORDING TO SGH.BELOW: IS MIN. FOR PLANTS (PLANTED GRASSES AND/OR TERRACING) APPROVED PLANTINGS AND PLANTING INSTRUCTIONS. THE PLANTING GAUGE (ASTM 02g22 AND A5TM 03011) OR 5AND GONE(ASTM 01556) TEST AT A MINIMUM UP TO 4' HIGH,20' MIN. OF THREE RANDOMLY SELEGTI=D LOCATIONS TO MEASURE THE DEGREE OF GOMPAGTION OF 12.SEE 'PLANTING SCHEDULE', 'TYPICAL SHRUB PLANTING DETAIL, ROPES OF 1:3 FOR PLANTS OVER 4'h REMOVE BURLAP FROM TOP OF WILL BE MAINTAINED UNTIL THE VEGETATION 15 SUGGE55FULLY THE SURFACE SUSGRADE. IF THE RESULTS FROM THIS TEST FOR THE FILL OR NATIVE 501E 'TERRACING 5GHEDULE' AND 'TIMBER TERRACE RETAINING WALL AND SLOPES OF 1:2 5LOPE5 OF 1:1 OR GREATER ESTABLISHED (MONITORED OVER 3 6ROWIN6 5EA50%). THE NOT MEET U EXCEED THE DEGREE OF ROM TH15 T SPECIFIED IN THIS SECTION THE PLANTING DETAIL' TH15 DWG. TERRAGIN6 TO BE INSTALLED AT TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT 6 MIN BALL 6'O.G.5PAGIN6 1 3. ALL DISTURBED AND BARE AREAS OF THE BLUFF FAGE FROM TOP OF P A G-7 E : G05T OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE TESTING(2) 13. GONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. 3 O.G.5PAGIN6 I O.G.5PAGIN6 BACKFILL WITH TOPSOIL PEAT- M055 BLUFF TO 10' LANDWARD OF REVETMENT WILL BE TERRACED PER WILL BE REPEATED. 3:1 RATIO BY VOLUME IN Q' TERRACING 5GHEDULE AND DETAIL (THIS DWG). NOTE: 4. 5EE DRAWING No.1 FOR REQUIRED MATERIALS AND QUANTITIE5.�~._-.__ 11. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY 5Y5TEM IN ACCORDANCE WITH THE 1 1 0 TYPIGAL 5HRUB LAYER5-WATER EACH LAYER UNTIL - - 5TANDARD5 OF THE 5.GD.H5. CONTRACTOR 15 IRE5PON515LE FOR ALL INSPECTIONS AND ALL PLANTED VEGETATION WILL REQUIRE 1 SETTLED. DO NOT TAMP !. SIGN-OFF OF SAME. 3 _ 2 1 PLANTI NC DETAIL NY50EG APPL I GATI ON No. 12.CONTRACTOR 15 RE5PON51BLE FOR HAVING THE PROPANE TANK PUMPED OUT AND MONITORING OVER 3 GROWING SEASONS. b' FOR PLANTS UP TO 4' HIGH a" CERTIFIED A5 EMPTY PRIOR TO RELOCATION. N.T.S. FOR PLANTS OVER 4'HIGH i la hY I2019 iof 5 FIBER6LA55 GRATE BENCH BY C ENERAL NOTE5 BEAGH AGGE55 5TA I R5 - MGNIGHOL5 I-877-884-4653 I. GONTRAGTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 51TE PRIOR TO 5TARTING OF PROPOSED 5GOPE OF HORK: %4'x6" TOP RAIL (wwwmcnichols.com) OR TREX WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK REVETMENT, SEE DWG Not BENCH AT LOCATIONS NOTED ON BEACH AGREE WITH SAME. FOR ADDITIONAL INFO. L CONSTRUCT A t70'L6 SET OF STAIRS, INGLUDIN6(1) 4'Wxt4'L6 ENTRY STAIR PLAN (MIS DWG) 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RE51DENTIAL CODE (IRG 2015) AND ALL STAIR,(1) 10'x10' ENTRY PLATFORM,(1) 4'Wxt2O' L6 STAIR,(1) 44-x8' RULES AND RE6ULATION5 OF THE TOWN OF SOUTHOLD,PER 'BEAGH ACCESS STAIRS -5GOPE OF PLATFORM W/BENCH,4'WxtlO' LG 5TAIR,0) 4-x5' PLATFORM,(1) 4'x15' LG TREADS AND PLATFORMS TO BE GL05E WORK',AND INFORMATION PROVIDED (THIS DWG) AND ALL RULES AND RE6ULATION5 OF THE TOWN PROP05ED STAIR,(1) 5-x6' PLATFORM,4'Wx14'L6 STAIR,(1) 4W4' BA5E LANDING AND MESH BAR GRATING BY McNIGHOLS OF 50UTHOID. ARMOR STONE 5TEP5 TO BEACH ARMOR STONE STEPS TO BEACH. 2"x4' GGA MID RAIL 1-877-884-4653 (wwwmcnlc.hols.com) 3. IF IN THE COURSE OF CONSTRUCTION A GONDITION EXISTS WHICH D15AC-REE5 WITH THAT A5 A. MATERIALS TO BE USED (STAIR,U.O.N): INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. \ I. 2x12 5TRIN6ER5 SHOULD HE FAIL TO FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK,HE SHALL ASSUME 2.2xIO TREADS ALL RESPONSIBILITY AND LIABILITY ARI5ING THEREFROM. 3. 2x4 CLEATS USE: 4. 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXI5TIN6 SLOPE. 4.4x6 POSTS 5TAINLE55 STEEL 2"xb" GGA 0 16" O.G. 5. ALL FOOTINGS SHALL.. BEAR ON W15TURBED 501L WITH A MINIMUM 501L PRESSURE OF 2 TONS 5. 2x6 TOP RAIL 6. 2x4 MID RAIL HURRICANE CLIPS TYP. PER 50.FT. AND SHALL HAVE A MINIMUM OF 6-0" OF COVER. Ll V (1) 4.0'x4.°' AT ALL CONNECTIONS b. DE516N TIMBER 5TRE55 - DOU6LA5 FIR ,NO. 2 GRADE FB = 825 P51,E = 1,200,000 P51. BASE LANDING B. MATERIALS TO BE USED (PLATFORMS,UD N): 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE I. 2x6 FLOOR JOISTS ENGINEER HAS NOT BEEN RETAINED FOR ON 51TE IN5PEGTION5 AND/OR OBSERVATIONS OF THE o 2. 2x6 DEGKIN6 BEACH GRA55 "t- 2. ALL HARDWARE To BE GALVANIZED. PLANTINGS (TYPICAL) CONSTRUCTION. %4"xb" TDP RAIL 8. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE TECO ❑ �\ 3. ALL LUMBER TO BE GGA OR SIMILAR U.O.N. GONNEGTOR5" AND OF 5TAINLE55 STEEL MATERIAL OR EQUAL AND SHALL BE CAPA13L.E OF _ v 4.5EE FILL,RE VE6ETATION AND TERRACING SEQUENCE OF EVENTS NOTES HANDLING LOADS® CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE ' (SEE DW6 Not) 2"x12" GGA WITH MANUFAGTURER5 5PEGIFI6ATI0N5 AND RECOMMENDATIONS. �� o ® RIINIbNO.C� " q. ALL HARDWARE SHALL BE 6ALVANIZED,U.O.N. * �, 10. ALL LUMBER SHALL BE GGA NON). USE (4) bxb WD PILES 2"x4" GGA MID RAIL 11. ALL P05T AND DECK HARDWARE SHALL BE 5TAINLE55 STEEL. IN AG(ORDANGE WITH A5TM A153. PLATFORMSMNDINGS NYS S BU I LD I NO GODS 12. HANDRAILS,TREADS AND PLATFORM SURFACES TO BE BUILT WITH MATERIAL SPECIFIED IN BUILT OVER REVETMENT 5EGTION RR314 5TAIR 'GON5TRUGTION DETAIL',THI5 0116. J LJ STAIRWAYS 171-0" O.G. 13. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEI6HBORIN6 PROPERTIES OR SEAWARD OF D PROPOSED BULKHEAD (I) 5.0'x60' 5EGTION RR31455EGTION RR314.2 TREADS AND RISERS.THE MAXIMUM R15ER HE16HT �i14. 5E E DEMOLITION AND COMPACTION (DWG NotIL) NOTES PRIOR TO COMMENCEMENT OF WORK. LANDING O 2"xb' GGA ® I6" O.G. SHALL BE 8-I/4 INCHES(20q MM) AND THE MINIMUM TREAD DEPTH SNABE q INCHES 8 15. THERE ARE NO VE6ETATED TIDAL WETLANDS ON THE SITE. (22q MM). THE R15ER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING 45 A > EDC-E5 OF THE ADJACENT TREADS.THE TREAD DC-PTH SHALL BE MEASURED " � \U 61RDER(TYP) �] - HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF P05T5 TO EXTEND 6-O / ADJACENT'TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADIN6 E06E. THE BELOW UNDI5TURBED 501L / WALKING SURFACE OF TREADS AND LANDINGS OF A 5TAIRWAY SHALL BE SLOPED NO (MINIMUM) '. ill STEEPER THAN ONE UNIT VERTICAL IN 4b UNITS HORIZONTAL(2-PERGENT SLOPE). THE ,CO, U 6REATE-5T R15ER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE \, \ 4'X6" GGA SMALLEST BY MORE THAN 3/8 INCH (615 MM).THE 6RFATE5T TREAD DEPTH WITHIN POSTS(TYP) v ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 5MALLE5T BY MORE THAN 3/8 INCH ±4q' (61.5 MM). SECTION RR315 (1) 4.0'x5.0' HANDRAILS PLATFORM (1) 4.0'x8.0' SECTION RR315.1 HANDRAIL5. HANDRAIL5 HAVING MINIMUM AND MAXIMUM HEIGHTS OF GON5TRUGTI ON DETAIL PLATFORM W/BENCH 34 INCHES AND 3& INCHES(564 MM AND q65 MM),RESPECTIVELY,MFA51LIRED NOT TO SCALE FROM THE N051NG of THE TREADS,SHALL BE PROVIDED ON AT LEAST v - / ONE 51DE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL O 0 LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE PROPOSED 10'x10' WD 120' - THE TOP R15ER OF A FL16HT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF = T" ±4' ACCESS PLATFORM THE FLIGHT.ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR AREA: ±100 50.FT. +�O T( �-� SAFETY TERMINALS. HANDRAILS ADJACENT TO A WAM SHALL HAVE A SPACE OF V F _ p^ROP NOT LE55 THAN 1.5 INGHE5(38 MM) BETWEEN THE WALL AND THE HANDRAIL. p"t O m PROP05ED RR3152 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL BE OF ONE �- X REVETMENT RETURN,SEE DWG Not OF THE FOLLOWING TYPE5 OR PROVIDE EQUIVALENT 6RA5PABILITY. < FOR ADDITIONAL INFO. LU LL TYPE I. HANDRAIL5 WITH A CIRCULAR GRO55 SECTION SHALL HAVE AN OUT5IDE X Z DIAMETER OF AT LEAST 1-1/4 INCHES(32 MM) AND NOT GREATER THAN 2 INCHES NI Q Q MM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION j p PROP05ED 10'x10' WD o o BEAGH AGGE55 5TAIR PLAN OF AT LEAST 4 INCHES(102 MM)AND NOT 6REATER THAN 6-1/4 INCHES(160 MM) US J) AGGE55 PLATFORM TO z5GALE: N.T5. WITH A MAXIMUM GRO55 SECTION DIMENSION OF 2-1/4 INCHES(57 MM). LU Z STAIR AT TOP OF BLUFF � o 11. W_ 0 0 ° ±4' AREA: t100 SQ.FT. w o TYPE 11. HANDRAIL5 WITH A PERIMETER 6REATER THAN 6-1/4 INCHES(160 MM) SHALL O PROVIDE A C-RA5PABLE FINGER RECESS AREA ON BOTH 51DE5 OF THE PROFILE. N THE FINGER REGE55 SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (Iq MM)MFA5URED z0 PROPOSED 4' WIDE ENTRY STAIR VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH w (() W/RAILING TO GORE(BEYOND) OF AT LEAST 5/16 INGH(S MM) WITHIN 7/5 INCH BELOW THE WIDEST PORTION OF THE s0. �T PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(10 MM)FROPOSM -r � � Q � 4'WIDE STAIR("TYPIGAIa TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES(45 MM) BELOW THE TALLEST � 1-+-•1 -L < MRPORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE W LU Ir- N :g � ¢ 10.4- RECESS SHALL BE 1-1/4 INCHES(32 MM) TO A MAXIMUM OF 2-3/4 INCHES(10 MM). 1---� EX. DWELLING < � R � � @R0P05EU WOOD STAIR TO BEACH: SEE 'GONSTRUGTION DETAIL' FOR EDGE5 5HALL HAVE A MINIMUM RADIU5 OF 0.01 INCH(025 MM). APPROX. 4'W x 110' ADDITIONAL INFORMATION AND ENGINEER: = EL. 40.0' PROPOSED LOCATION. 5� DWG No.l FOR DIMEN51ONAL REQUIREMENTS. (MIS DWG) STAIR LANDIN6/PLATFO>?145): ��OF N ® EL. 38.0 USE 2xb JOISTS,%4 x b DEGKIN6 PROPOSED STAIRS AND HANDRAIL FOR LANDIN6/PLATFORM(5) LOCATED OVER PROPOSEDY WT O'p (SEE 6ENERAL NOTES,No.q AND 10) TO CODE - SEE NOTES,THIS SHEET STONE REVETMENT SHALL BE PLACED APPROX. 3' LANDWARD OF THE BOTTOM OF SLOPE EL. 36.0' PROP05ED USE: 4 m c w WD. PLATFORM W/ (4) b"xb" GGA P05T5 W/(2) 2"xlO" GGA CARDERS, BENCH (FOREGROUND) 2"x8" GGA JOISTS 9 16" O.G. EL. 34.0' 51< AWED,PARALLEL TO FIN15H DEGKIN6 PER 'GON5TRUGTION DETAIL' OA �3 II� PROPERTY LINE PROPOSED ESS1C� 4'W 5TAIR,SKEWED, _ JEFF REY BUTt_ER,P.E. EL. 32.0' PARALLEL TO PROPERTY LINEu p EL. 30.0' Ce 2x80 TREADS,2xI2 5TRIN6ER5, O O (� 4x6 POSTS,2x4 CLEATS W T.O.WOOD LANDING ® env.t2bS' N n, O EL. 28.0' 2x6 TOP RAIL,AND 2x4 MID RAIL :`.t:.;. g ZLL SLOPE LANDWARD OF STONE REVETMENT w EL. 26.0 SHALL BE STABILIZED BY 6RADIN6, TERRAGIN6,FILLING AND PLANTING A5 ' C!1 Q O W NOTED IN PARTIAL 517E PLAN,DWG No.l. PROPOSED !1J ~ Z Q EL. 24.0' SEE DWG No.2 FOR RESTORATION AND 4'x5'WD. L.ANDIN6 IV) On - RE-NOL R15HMENT REQUIREMENTS PROPOSED SKEWED, PARALLEL TO PROPERTY LINE w 1ZL! o < Q U l - I� LL EL. 22.0' 4'W STAIR SKBED, (ABEYOND) TA.WOOD LANDING® ELEV.122.1' U (] , 111 Q 0- RALLEL `./ � RE-VEGETATE D15TURBED AREAS TO PROPERTY LINE PROPOSED Z LU Q EL. 20.0' AT GONGLU51ON OF STAIR GON5T., ►�•� SEE PLANTING SCHEDULE. 5'xb' WD. LANDING, (3EYOND) H+-I 1 9 tiT PARALLFI TO PROPOSED REVETMENT Q U Q ILI •- o EL. 18.0' D(BEYOND W } � O N T.O.WOOD LANDING® ELEV.t16B' v (� 0 o O m www.dignetnycli.com EL. 16.0' 5TAIR P05T AT : �/ ±31 OL of 0 YQFT Cify or STAIR AND REVETMENT CONTRACTOR SHALL PROP05ED 4'x4' WD. BASE LANDING w is) LL - o www.ca11811.com COORDINATE REGARDING STAIR POST LOG. (BEYOND),LOG. PARALLEL To N (for other states) EL. 14.0' PRIOR TO ARMOR STONE INSTALLATION. v PROP05ED REVETMENT ATOP OF O O (BEYOND) PROPOSED ARMOR STONE 5TEP5 T.O. PROP. lu Z BOO-212-4480 811 � STONE REVETMENT Q a EL. 12.0' ,:; / r- TA.WOOD BASE PLTFRM® ELEV.112.7 ® APPROX. EL. 112.0' EL. 12.0' Z Q < By law,excavators and contractors working in the For safety reasons,homeowners are strongly T PROPOSED REVETMENT STONES AT AND Z l ;. ii. ;'/ AROUND BEAGH AGGE55 STAIRS. PLACE a five boroughs of New York City and Nassau and encouraged to call as well when planning any EL. 10.0 / ' Suffolk Counties on Long Island must contact type of digging on their property. Homeowners j; / .-; t>:•;_;: i; <_;t:, SHAPE AND WORK ARMOR STONE TO EL. 10.0 - DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by / i REVETMENT / v CREATE 'STONE STEPS'.LAY STONES FROM --- t but no more than 10 working days(excluding calling 811,the national call before you dig _ STAIR BASE PLATFORM To 6RADE AT weekends and legal holidays)prior to beginning number. For excavation work completed on EL. 8.0' ;SHOWN BEYOND/.�i -s, .nom SLOPE(EL. 146'), SHAPE SURROUNDING EL. 8.0' _, ; PAGE : any mechanized digging or excavation work to personal property, it is the contractor's SECTIONB ' STONE STEPS43. ensure underground lines are marked. responsibility-NOT the homeowner's-to contact ' / - STONE TO HELP GUARD BEACH STAIR Excavators and contractors can also submit Di Net. Navin utility lines marked riorto - STRUCTURE FROM HAVE ACTION. MAY 1 3 g g ty p PROP05ED BEACH 5TAIR PROFILE EL. b.0' / = : ' „�. / EL. b.0' 2019 { locate requests online,through ITIC. If you do not digging is free of charge. / 15.5 currently use ITIC,please call 1-800-524-7603 SCALE: N.T. for more information. EL.4.0' �j' / EX. d PROP B.0.13LLFF®EL.t4b' SCALE: - APFfROX.DIST.TO MA.W.L. = 1125' 1 Michael J. Domino,', ;dent �Qr�OFFt?(k f.e. Town Hall Annex �O "' John M. Bredemeyer III,Vice-Yresident �'� ��,-�.� 54375 Route 25 Glenn Goldsmith co N P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams 4 'Telephone(631)'765-1892 Fax(631)765-6641 BOARD.OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: -)J21 Completed in field by: -✓yam 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 adjac'ent to top of bluff; construct along eroding toe of bluff approximately 80 linear feet of stone revetment with a 10' easterly-return, 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 321 cubic yards of sand re-nourishment (including approximately 266 cubic yard's on on-site material excavated from toe of bluff for revetment installation and approximately 55 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 ±70' long elevated timber bluff stairway (including ±49',north-south section down bluff face and ±21' east-west section over proposed revetment), consisting of 4'x4' steps, a 10'x10' platform, 4'x20' steps, a 4'x8' landing with bench, 4'x10' steps, a 4'x5' platform, 4'x5' steps, a 5'x6' landing, 4'x4' steps, and a 4'x4' landing, leading to stone steps to beach incorporated into proposed revetment; remove existing concrete debris from beach; and establish and perpetually maintain a 10' wide non-turf buffer along, the landward edge of the top of bluff;.and for the existing 6' high fencing and fire pit/circular gravel patio. Located: 19215 Soundview Avenue, Southold SCTM# 1000-51-1-18 CH'. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: I. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted:- Y / N Ch: 275 Ch. 111 SEQRA Type: 1 II Unlisted Action - Type of Application: Pre-Submission, Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: JG.'Goldsmith Present were: J. Bredemeyer M. Domino N. Krupski /G. Williams Other It ► ;y n. a . 6 / 12 /2019 9 : 35 1 R• S I �.w.. _ � �S .', s � •��' � fit,- - ..� `- � .y -. .-So- ? Tia 0 It =� � . � '�;•� 4 �� y -6 / 1�2 %2.0.1 .9 9 - 35 tv JIM t" WEDER PERROS 19215 SOUNDA AVENUE SOUTHOLD 'Mrq r' r� ww i t a ' J or Soundview r� r Y 'Google Figure 1. Aerial view of subject property and adjacent erosion control structures, , including rock revetment to west and armored bulkhead to east. 1 Ii� y,a t gal ern r y_ -yr r y +"J;•. � 1. �. �r( � . ,Y.� mat �• w'J•`'�a k ; y. � `_ .a 1 + a Figure 2. Looking south from beach toward bluff and proposed location of rock revetment along severely eroding toe(center); and at subject stairway(left)to be removed and replaced with new,partially relocated stairway. WDER PERROS. 19215 SOUNDAMVENUE.SOUTHOLD h, y A .. .a.L, •.. ,, it=s" ... e .- _ ... A !�• Vx t } Figure 3. Looking west over location of proposed rock revetntent along bluff toe and at existing concrete debris to be removed. i LF ft MlW _ 1 .> ;` � - Fes' .✓��4 - �:-.; ` Figure 4. Looking southeast at location of proposed rock revetment along bluff toe(center);adjacent revetment to west(right);and stairway to be removed and replaced with new,partially relocated stairway(left). ALDER PERROS, 19215 SOUNDVIVENUE.SOUTHOLD Af- • Figure 5. Looking southwest at adjacent bulkhead to east and at bottom of stairway to be removed and replaced with new,partially relocated stairway. N x r t� rl 11�hk r' t Figure 6. Looking southwest at adjacent rock revetment to west. Lf c rl+cf y IaA Oervlce Agency r �,:.., _ >> I�Iwlsslox E.Mmaa ,1w, aw caI C MR � � / iDOU M // 05Q >Z��_� A R Y SOUND O �O sEE sec.No.,3o t�Np ryry ll 4 w,r 2.54 4- LONG � , n 43 / ... P.D.70 O ,2 t3 a�T'e 9 ,o AVE. St 6 1 Sl 8 +2, 6 SEE SEG.NO.,36 = A 1 o �w iw 318 8 ,16 8 ,1b S 1flyl ,9 PCL NO. WE +VL t _ A SEE SEG NO. " ,2+7 �' 05x4000, 2 \ _J a i 1g 3,� aIMGONOYLT I� w 1110 tY• Mw'.� �,� �..+t • 3.13' 3,23.3' 3.,, $ , •,y �' 120 1 PECONIL wzo,R,1s,INc. NO �+ •� � w i Ft O ��pBERRY1R'je +1+ 12,z ryd1� n.a.�xarlanFASFweim ,a1 � s t Bio i n�• O 119 •1• w i 2+5 i,a tlµd E 35 w '1'm ' Orsursa� a• P n ,`� � _.enpHlN�R ���11 paMsl 6 'S' ♦ ,q'� b V 9 ' Z1.OA xa 1.y, 13.6. ' { oe�alricefswmaa � ,�•w �y"6.ei m 9 Vow4Ln.wf BmElrvO „'1 1, w Y � � ♦ �� '�'� ! 'i z j 3. .M '9j Lb i1M ;etc C', FOR PGL NO 'f- ,.� Is S w s 64 � 25 u 63 S l L �r..iw,.. +^�""° "" '^'• ----�' +�w""� --14-- "" --"-- ® NOTICE COUNTYOFSUFFOLK © K 1y °F SOUTHOLD SECTION NO G __ __ __ Real Property Tax Service Agency Y _ _ 1�RE3i) w ...NY,,,6 m 051 N a...,w..~ _ `�`: M ' rmcr"o O ar". a.�-. ••� +��Nala+,u fru. -- -- -- -- Y�g w P m, 065 9s•w 7000 PROPERTY MAP HI ,h �E� At EN-CONSULTANTS P=_ July 30, 2019 0 AUG - 5 2019 YC Town of Southold Board of Trustees Southold iuwn 54375 Main Road a �`Tr stees 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 to stabilize,re-nourish and revegetate bluff face 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. Sincer y, Kim Steph s 7 Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting OFFICE LOCATION: ®�*®F S®Ury® MAILING ADDRESS: Ire Town Hall Annex ® P.O.Box 1179 54375 State Route 25 [ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �a G ® Telephone: 631765-1938 Southold, NY 11971 a U01 LOCAL LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 18, 2019 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 80 linear feet of stone revetment with a 10' easterly return, 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 321 cubic yards of sand re-nourishment (including approximately 266 cubic yards on on-site material excavated from toe of bluff for revetment installation and approximately 55 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 ±70' long elevated timber bluff stairway (including ±49' north-south section down bluff face and ±21' east-west section over proposed revetment), consisting of 4'x4' steps, a 10'x10' platform, 4'x20' steps, a 4'x8' landing with bench, 4'x10' steps, a 4'x5' platform, 4'x5' steps, a 5'x6' landing, 4'x4' steps, and a 4'x4' landing, leading to stone steps to beach incorporated into proposed revetment; remove existing concrete debris from beach; and establish and perpetually maintain a 10' wide non-turf buffer along the landward edge of the top of bluff; and for the existing 6' high fencing and fire pit/circular gravel patio. Located: 19215 Soundview Avenue, Southold. SCTM# 1000-51-1-18 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 on the new submittal and my assessment, the proposed action is recommended as CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Peter Young,ChairmanH Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., June 12, 2019 the following recommendation was made: Moved by Carol Brown, seconded by Peter Young, 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. 80 If. of stone revetment with a 10' easterly return 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. 321 cy. of sand re-nourishment to be vegetated with native plantings; construct new 4'X 70' long elevated timber bluff stairway with associated steps and platforms, landings, leading to stone steps to beach incorporated into proposed revetment; remove existing concrete debris from beach and establish a 10' wide non-turf buffer along top of bluff; and legalize existing 6' high fence and firepit/gravel patio. Located: 19215 Soundview Ave., Southold. SCTM#51-1-18 Inspected by: Carol Brown, Peter Young The CAC Supports the application using best management practices, retractable stairs at the base and a 10' non-turf vegetated buffer. Vote of Council: Ayes: All Motion Carried Michael J. Domi_ 1 ?resident Town Hall Annex John M.Bredeeyer III,Vice-President 54375 Route 25 P.O. Box 1179m Glenn Goldsmith �fl1®g� F� �� Southold,New York 11971 A.Nicholas Krupski `� Telephone(631) 765-1892 Greg Williams w Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extension 7.1 Received Application: 5.13�1q Received Fee: $ 50Z,00 Completed Application: Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: --Coordination:(date sent): 6,7! �LWRP Consistency Assessment Form Sent: CAC Referral Sent: Date of Inspection: (o,JZe�q MAY ' 3 203 Receipt of CAC Report: Technical Review: •J � �,il , sur S Public Hearing Held: Resolution: Name of Applicant Alexander Perros 19215 Soundview Avenue Address Southold,NY 11971 Phone Number: all 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 G� ill l9 Board of Trustees plicatiorn 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 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 80 linear feet of stone revetment with a 10'easterly return,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 321 cubic yards of sand renounshment(including approximately 266 cy of on-site material excavated from toe of bluff for revetment installation and approximately 55 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;construct new 4'wide x+/-70'long elevated timber bluff stairway(including+/-49'north-south section down bluff face and+/-21'east-west section over proposed revetment), consisting of 4'x 4'steps,a 10'x 10'platform,4'x 20'steps,a 4'x 8'landing with bench,4'x 10' steps,a 4'x 5'platform,4'x 5'steps,a 5'x 6' 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;and establish 10'wide non-turf buffer along top of bluff,all as depicted and described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated March 13,2019. And legalize existing 6'high fence and firepit/gravel patio,as depicted on the survey prepared by John Minto,L.S.,dated January 8,2019. Board of Trustees Apl_ :atiori 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 renourishment,and revegetation. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 5/o 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.55 cy of How much material will be filled? +/-321 cubic yards clean sand fill to be trucked in from an approved upland source Depth of which material will be removed or deposited: varies feet Proposed slope throughout the area of operations: 1:1.2(typical) Manner in which material will be removed or deposited: See detailed scope of work included on attached shore restoration plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated March 13,2019. 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 Soundview Avenue that has been impacted by shoreline transgression and increasing bluff erosion during the more frequent and increasingly severe storm events experienced during the last decade, including the Christmas 2010 Blizzard, Super Storm Sandy in October 2012, and four nor'easter events which occurred during the month of March alone in 2018. 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 owners of privately owned properties have been forced to seek approvals for the construction and reconstruction of shoreline stabilization-structures, including the recently installed rock revetment on the adjacent westerly property at 19105 Soundview Avenue (Wetlands and Coastal Erosion Management Permits Nos. 7908/79080, September 2012) and the reconstructed bulkhead on the adjacent easterly property at 19375 Soundview Avenue (Wetlands and Coastal Erosion Management Permits Nos. 7429/7429C, May 2011). 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, the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe and eroding portion of the face of the bluff by implementing a combination of structural "hard" toe stabilization and both structural and "soft" sand renourishment and revegetation of the bluff face. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the"washed out" and upper portions of the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The project also includes the removal of 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 limit potential top-down erosion resulting from stormwater runoff, a 10' wide non-turf buffer is proposed adjacent to the bluff crest. Pursuant to principles set forth by Section 275-11(B)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above. Consistent with Section 275-11(13)(1)(b), Sections 111-10 and 111-15, and Policy 4 of the LWRP, Page 1 of 2 the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. In fact, the proposed 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 purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The 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 is to stabilize, restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 Board of Trustees F' 'Lication COASTAL EROSION APPLICATION DATA Purposes of proposed activity. To provide a comprehensive erosion control plan to a)stem ongoing bottom-up bluff erosion through toe stabilization;and b)restore the bluff face through terracing,sand renourishment,and revegetation. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? +/-266 (cubic yards) to allow for installation of rock revetment How much material will be filled? +/-321 /cubic yards)including 266 cy of excavated material and approx 55 cy of l y )clean sand fill to be trucked in from an approved upland source Manner in which material will be removed or deposited: See detailed scope of work included on attached shore restoration plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated March 13,2019. 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 transgression and increasing bluff erosion during the more frequent and increasingly severe storm events experienced during the last decade, including the Christmas 2010 Blizzard, Super Storm Sandy in October 2012, and four nor'easter events which occurred during the month of March alone in 2018. 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 owners of privately owned properties have been forced to seek approvals for the construction and reconstruction of shoreline stabilization structures, including the recently installed rock revetment on the adjacent westerly property at 19105 Soundview Avenue (Wetlands and Coastal Erosion Management Permits Nos. 7908/7908C, September 2012) and the reconstructed bulkhead on the adjacent easterly property at 19375 Soundview Avenue(Wetlands and Coastal Erosion Management Permits Nos. 7429/7429C, May 2011). 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, the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe and eroding portion of the face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and "soft" sand renourishment and revegetation of the bluff face. Specifically, a stone revetment is proposed to stabilize the toe of the bluff,which will occur first. Then the"washed out" and upper portions of the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The project also includes the removal of 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 limit potential top-down erosion resulting from stormwater runoff, a 10' wide non-turf buffer is proposed adjacent to the bluff crest. Pursuant to principles set forth by Section 275-11(B)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above. Consistent with Section 275-1 l(B)(1)(b), Sections 111-10 and 111-15, and Policy 4 of the LWRP, Page 1 of 2 the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. In fact, the proposed 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 purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The 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 is to stabilize, restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 617.20 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 I evet mt Project Location(describe,and attach a location map): 19215 Soundview Avenue, Southold; SCTM#1000-51-1-18;property is located on north side of Soundview Avenue, +/-194'west of Chablis Path Brief Description of Proposed Action: See Attached Name of Applicant or Sponsor: Telephone: 917-918-0027 Alexander Perros E-Mail: Address: 19215 Soundview Avenue City/PO: State: Zip Code: Southold NY 111971 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: NYSDEC 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 ' r PROJECT DESCRIPTION: ALEXANDER PERROS 19215 SOUNDVIEW AVENUE, SOUTHOLD Demolish and remove existing bluff stairway and deck adjacent to top of bluff; construct along eroding toe of bluff approximately 80 linear feet of stone revetment with a 10' easterly return, 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 321 cubic yards of sand renourishment (including approximately 266 cy of on-site material excavated from toe of bluff for revetment installation and approximately 55 cy of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; construct new 4' wide x +/-70' long elevated timber bluff stairway (including +/-49' north-south section down bluff face and +/-21' east-west section over proposed revetment), consisting of 4' x 4' steps, a 10' x 10' platform, 4' x 20' steps, a 4' x 8' landing with bench, 4' x 10' steps, a 4' x 5' platform, 4' x 5' steps, a 5' x 6' 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; and establish 10' wide non-turf buffer along top of bluff, all as depicted and described on the engineering plan prepared by Jeffrey T. Butler, P.E., P.C., dated March 13, 2019. And legalize existing 6' high fence and firepit/gravel patio, as depicted on the survey prepared by John Minto, L.S., dated January 8, 2019. 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 requirements9 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 Places9 b.Is the proposed action located in an archeological sensitive area? X X 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b Would the proposed action physically alter, or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑ Wetland ❑Urban ® Suburban 15 Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe- ❑NO❑YES Page 2 of 4 1 1 _ 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 Ji I AFFIRM THAT THE INF RMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Ro E.Herrmann,Coastal Mgmt. Specialist Date: May 10,2019 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 f reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part I Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility, geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. 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. Southold Board of Trustees Name of Lead Agency Date Mochael I ®e91"i ino Print or Type Name of Responsi le Of icer in Lead Agency Title of Responsible Officer Signature of ResponsibW Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 tl� -T iia 4 •tsertOXllltat :`iia 75--, 4A 37666-4 10 85-i dO -,'i20b V409 -200: M1 et4e r Mj-, Y1 51te PCCC5s Via 48 5u6ject Froperty) 2525 RD 9 BURGUNDY URGUNDY 4NAY G 090 rM BE C, CTV < Park r lcy I \49 \ P@ p � 39� , - is ZF CREEK 11 if LONG Pon,' ,' OPb0E0 MOCKINGBIRD Camp Qumlpel'�, LA (Methodist) eld �J —14 5, 0 mey I ij Joi nings Pt Aoc Y POINT L �� ► p �, 10 .38: J :: Southold ty� GJ Poad VQ Hist Soc 131 EDON To". Park 5uffolk CountyHq5trom map #44 SOUTHOLD - +2,0001 Southold111L Founders HS Landing LA DO ;'Harper Pt JOCKEY y c" AY CR -37-' N 0 J IF Fc o Southold 0 y hold O -- � Custer ARVIEW P, ®� yumI nst EA VJ.", HARBOR to AV w SLEEPY sc, A Paradise Point A LA LAKE //4 GREAT HOG RIGGER NECK VO4 Ll rr 8 XVIE &a BAYVIEW 9w 01 OS Board 09 Truot oag App;ioatlan AUTHORUZAZ IDN (Where the applicant is not the owner) i l/We, Alexander Perros _____-- _ t — i owners of the property identified as SCTM# 1000- 51-1-1e !—__ _ 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)ftom the Southold Town Board of Trustees for this property, i k --- — -- N/A Property®vv>rter's Si ature Property Owner's Signature Alexander Perros i SWORN TO BEFORE ME THIS ��> DAY®� ��V1t�CR� 20 Notary IPuI ''* SH U L/ o � I h Board of Trustees Application e County of Suffolk State of New York Alexander Perros BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE'IS THE APPLICANT FOR THE.ABOVE t DESCRIBED PERMIT(S)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 BOLD THE TOWN OF SOUTHOLD AND THE TONIN TRUSTEES HARMLESS ARID FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES(S),TO ENTER ON'T'O MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCT ON WITH REVIEW OF THIS APPLICATION. SELnature,Oxander Perros r ' SWORN TO BEFORE ME THIS DAY OF vt Gk Ct 24 E SO t co Notary Public = , ��"+ ,` t �., i w i y. I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM i I i The Town of Southold's Code of Ethics prohibits confl icts of interest on the Dart of town officers and employees.The pie pose 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 neceS.M to avoid same. YOURNAME- Perros,Alexander ' (Last name,first name,middle initial,unless you are applying in the name of I someone else or other entity,such as a company.If so,indicate the other person's or company's name.) i NAME OF APPLICATION: (Check all that apply.) Tax grievance Building _ Variance Trustee X Change of Zone Coastal Erosion X y Approval of plat Mooring I Exemption from plat or official map Planning Other i (If"Other",name the activity.) r Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. i DESCRIPTION OF RELATIONSHIP Submitted this �% day of J°tnv .r qty Signature Print Name Alexander erros Form TS 1 �t APPLICANT/ACENT/REPRESENTATIVE TRANSACTI®NAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The pumose 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, RA- rV F. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building _ Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest "Business interest"means a business, including a partnership,in which the town officer or employee 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 than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 10 o May 20 19 Signature Print Name o . Herrn>ann Form TS 1 11UTILL Ui HLAR111b 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 : Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING : Wednesday, June 19, 2019 — at or about 5 :30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 I LYXrX.rzr Michael J. Domino, President �Q Town Hall Annex John M. Bredemeyer III,Vice-President bre{ ,r G��� 54375 Route 25 Glenn Goldsmith .a ' P.O.Box 1179 A.Nicholas Krupski 0 ry� Southold,NY 11971 Greg Williams ,hyo gyp!.' Telephone(631)765-1892 � � Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ALEXANDER PERROS COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORM IS TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE 1, Robert E. Hermann , residing at/dba En--Consultants 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the 6th day of June , 2019, I personally posted the property known as 19215 Soundvi.ew Aenue, Southold; SCIM #1000-51-1-18 by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, June 19 2019. Dated: (signatu Sworn to before me this 19th day of June 2019 KIM H . STEPHENS NOTARY PUBLIC ota Public U STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2-, 2OZ1 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 80 linear feet of stone revetment with a 10'easterly return,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 321 cubic yards of sand renourishment(including approximately 266 cy of on-site material excavated from toe of bluff for revetment installation and approximately 55 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;construct new 4'wide x+/-70'long elevated timber bluff stairway(including+/-49'north-south section down bluff face and+/-21'east-west section over proposed revetment),consisting of 4'x 4'steps,a 10'x 10'platform,4'x 20'steps,a 4'x T landing with bench,4'x 10'steps,a 4' x 5'platform,4'x 5'steps,a 5'x 6'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;and establish 10'wide non-turf buffer along top of bluff,all as depicted and described on the engineering plan prepared by Jeffrey T Butler,P E., P C,dated March 13,2019. And legalize existing 6'high fence and firepit/gravel patio,as depicted on the survey prepared by John Minto,L.S,dated January 8,2019. 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: Wednesday,June 19,2019 @ 5:30 p.m You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Alexander Perros PROPERTY OWNERS NAME: 19215 Soundview Avenue MAILING ADDRESS: Southold,NY 11971 PHONE #: 917-318-0027 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. Postal Service TM Postal Service"", Alp, CERTIFIED © ■ ■ ■ , MAILO ■ ■ Domestic Mail On!y In Domestic mail Only I �- Ir 171- Certified Mail Fee n co Certified Mail Fee /V1���.1� $ III I`- $ / ,,}+ ..II EMra Services&Fees(check box,add fee as appropriate) .� Extra Services&Fees(check6ox,add lee as appropriate) CO ❑Return Receipt(hardcopy) $ ,p ❑ Return Receipt(hardccpY) $ r-� ❑Return Receipt(electronic) $ {u� Qstmark ra g stmark �} O ❑Return Receipt(electronic) $ 44'�� /lQta I3 ❑Certified Mall Restricted Delivery $ �Yk7�l, _ ❑Certrfled Mall Restricted Delivery $ ! 1 °'•��r�nJ� I 0 []Adult Signature Required $ ^� I-3 []Adult Signature Required $ p, �' 4�u� ❑Adult Signature Restricted Delivery$ ,.a I []Adult Signature Restricted Delivery$ Postage - -- - ��\ Postage T� 1 E- $ Er $ V S? I F3 Total F C3 Total I m $ $ Stuart Thorn 7 Sent? Peter&Harriet Nikakis � LSen ----- ,a P.O Box 68244262 p Scree[ 264 Mill Spring Road ---------o • Sioux Falls,�SD 57186 - �` Manhasset NY 11030 ---------- ---------- cs - :.1 1 — 1 1 111•a - _ Postal Servic6'm Postal SeirviceTm ■ , ■ ■ ■ , MAV RECEIPT M Domestic Mail • { Il_I, 'Do • —1 • ! ) � • tS� I �� � tr•� ��n� �� � � �. G F •c Certified Mall Fee Certified Mail Fee j r�� �)/`� $ �1�'� /Z r $ Ga - O —0 Extra Services (eheckbax,add fee as appropriate) 0 ...n Extra Services&Fees(chackbox,add fee as appropdate) ❑Return Receipt(hardcopy $ / G, ❑Return Receipt(hardeopY) $ `�'® A z r-1 ❑Return Receipt(electronic) $ ya,,.trnark, ❑Return Receipt(electronic) $ Pos�A ;q .� � ❑Certified Mail Restricted Delivery $ �Q�e� j O ❑Certified Mail Restricted Delivery $ y 'Here I- ❑Adult Signature Required $ �� .0 1 p •� [� Adult Signature Restricted Delivery$ []Adult Signature Required $ \On ❑ j []Adult Signature Restricted Delivery O„ca",r � 0 Postage 0 Postage l F�` Q' $ -- --- UC . Ir C3 $ i m $t l State of New York � Total ' m $ Andreas &Yula Sepanos ; CO sent Real Property Bureau Sent, --- ca rq :_-_: 26 Bayview Avenue o sit' The Capitol srreel Douglaston,NY 11368 �` �, Washington Ave& State Street -------------- ------------ Albany,NY 12224 MI -I 1.1•, ; 1• PROOF OF MAILING OF l VICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM#1000-51-1-20.1 P.O.Box 68244262 Stuart Thom Sioux Falls,SD 57186 SCTM#1000-51-1-17 26 Bayview Avenue Andreas&Yula Serpanos Douglaston,NY 11368 SCTM#1000-13.0-1-1.2 Real Propety Bureau State of New York The Capitol,Washington Avenue&State Street Albany,NY 12224 SCTM#1000-51-3-3.2 264 Mill Spring Road Peter&Harriet Nikakis Manhasset,NY 11030 SENDER-;COMPLETE THIS SECTION COMPLETE;THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A_Sign ure ■ Print our name and address on the reverse j Agent so that we can return the card to you. z Addressee 4 ■ Attach-this card to the back of the mailpiece,4,, B. Received by(Printed e) CJ��teof gDel�iv�er or on the front if space permits. -rY �9�� 14 29Da 1. Article Addressed to: " D. Is delivery address different from item 1? ❑Yes - If YES,enter delivery address below: ❑No � Stuart Thorn P.O Box 68244262 3, Service Type [IPnonty Mail Express® El Adult Signature El Registered MajITM Sioux Falls, SD 57186 —� ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ertified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for ——-- --- ❑Collect on Delivery Merchandise t } 2 i�,_.__. ._�___r �.s : n— ❑Collect on Delivery Restricted Delivery:❑Signature Confirmation TM 'I 7 0 1 8 3d90 -0001` '6784' 0695 11 Signature Confirmation. t " sstncted Delivery Restncted Delivery STAB PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return.Recelp-tl't' 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 June ,20 19 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were ailed to each of said persons by (certified)(ragiaomvc� mail. Robert E. ann Coastal Managment Specialist Sworn to before me this 11th day of ine ,2019 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 . 5015931 No blic UUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20d`1 Michael J. Domino, President Q(�� oq SyO� Town Hall Annex John M. Bredemeyer III,Vice-President 54375 Route 25 O P.O. Box 1179 Glenn Goldsmith Southold, New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, JUNE 19, 2019 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL PROJECT DESCRIPTION FOR: En-Consultants on behalf of ALEXANDER PERROS LOCATED: 19215 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-51-1-18 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 80 linear feet of stone revetment with a 10' easterly return, 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 321 cubic yards of sand re-nourishment (including approximately 266 cubic yards on on-site material excavated from toe of bluff for revetment installation and approximately 55 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 ±70' long elevated timber bluff stairway (including ±49' north-south section down bluff face and ±21 ' east-west section over proposed revetment), consisting of 4'x4' steps, a 10'x10' platform, 4'x20' steps, a 4'x8' landing with bench, 4'x10' steps, a 4'x5' platform, 4'x5' steps, a 5'x6' landing, 4'x4' steps, and a 4'x4' landing, leading to stone steps to beach incorporated into proposed revetment; remove existing concrete debris from beach; and establish and perpetually maintain a 10' wide non-turf buffer along the landward edge of the top of bluff; and for the existing 6' high fencing and fire pit/circular gravel patio. Located: 19215 Soundview Avenue, Southold. SCTM# 1000-51 -1 -18 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1 , All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nig ficant 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: 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 80 linear feet of stone revetment with a 10'easterly return,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 321 cubic yards of sand renounshment(including approximately 266 cy of on-site material excavated from toe of bluff for revetment installation and approximately 55 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;construct new 4'wide x+/-70'long elevated timber bluff stairway(including+/-49'north-south section down bluff face and+/-21'east-west section over proposed revetment),consisting of 4'x 4'steps, a 10'x 10'platform,4'x 20'steps,a 4'x 8'landing with bench,4'x 10' steps,a 4'x 5'platform,4'x 5'steps,a 5'x 6'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;and establish 10'wide non-turf buffer along top of bluff,all as depicted and described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated March 13,2019. And legalize existing 6' high fence and firepit/gravel patio,as depicted on the survey prepared by John Minto,L.S.,dated January 8,2019. 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: 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. ❑Yes1:1 No VN Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III- Policies Pages 6 through 7 for evaluation criteria ❑Yes 1:1 No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages S 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 transgression and increasing bluff erosion during the more frequent and increasingly severe storm events experienced during the last decade, including the Christmas 2010 Blizzard, Super Storm Sandy in October 2012, and four nor'easter events which occurred during the month of March alone in 2018. 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 owners of privately owned properties have been forced to seek approvals for the construction and reconstruction of shoreline stabilization structures, including the recently installed rock revetment on the adjacent westerly property at 19105 Soundview Avenue (Wetlands and Coastal Erosion Management Permits Nos. 7908/7908C, September 2012) and the reconstructed bulkhead on the adjacent easterly property at 19375 Soundview Avenue (Wetlands and Coastal Erosion Management Permits Nos. 7429/7429C, May 2011). 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, the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe and eroding portion of the face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and"soft" sand renourishment and revegetation of the bluff face. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the"washed out" and upper portions of the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The project also includes the removal of 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 limit potential top-down erosion resulting from stormwater runoff, a 10' wide non-turf buffer is proposed adjacent to the bluff crest. Pursuant to principles set forth by Section 275-11(13)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above. Consistent with Section 275-11(B)(1)(b), Sections 111-10 and 111-15, and Policy 4 of the LWRP, Page 1 of 2 the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. In fact, the proposed 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 purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The 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 is to stabilize, restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 Consistent with Policy 6,the 1,,yjc;ct seeks to restore and protect the quality and unction 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 ❑ 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 No 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 WORDING COAST POLICIES Policy 10. Protect Soul d's water-dependent uses and pros a 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 1:1No ® 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 Managament Specialist DATE 5-10-19 Robert 9.Mwinann- Amended on 811105 z ,is EN-CONSULTANTS May 10, 2019 Town of Southold Board of Trustees 54375 Main Road a Post Office Box 1179 MAY 1 3 2019 Southold,New York 11971 g i 1 Re: Alexander Perros 19215 Soundview Avenue, Southold SCTM#1000-514-18 Dear Board of Trustees: f In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. 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.,dated March 13, 2019. 3. Survey prepared by JM Land Surveying, dated April 18, 2019. 4. One(1)set of site photographs. 5. Application fee of$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 ly, a Robert . Herrmann Coastal Management Specialist 4 /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283 6136 wwwenconsultants com environmental consulting