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Home My WebLink AboutTR-10223 Glenn Goldsmith, President ®��®F �®�� Town Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UN%� BOARD OF TOWN TRUSTEES March 16, 2023 TOWN OF SOUTHOLD Robert E. Herrmann .En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: EVAN GEOFFROY 2505 WELLS AVENUE, SOUTHOLD SCTM#: 1000-70-4-18 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 15, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit #10223 to increase the maximum height of the approximately 112 linear foot long mid-level retaining wall from 2.3 to 3 feet, to better match the existing landward grade; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated January 6, 2023, and stamped approved on March 15, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. 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 TO BE REMOVED ZONE TIMI RET.DWILAP[Po TE` AE(EL 6)( A JOCKEY STORM DRAINAGE C A L C : PROPOSED SITE PLAN FOR: ry �l� � 2 B oo ` VOLUME=AREA x RAINFALL x c.OffFIGi9tr 51TUATE AT: q _'11�o\ 11 � ` CREEK ��j�GIENT OF R�/IMPERVIOUS/STOVE AICA - 1A � VELL5 AVENUE,5MTHOL12, N.Y. 4 Y \ � , \ COEFFICIENT OF LAND AREA= 0.20 TOWN OF 5OUNTY,N v p A � 1roaK 6 2"°� '� SUFFOLK COUNTY,NEW YORK \ _ _ ..L L0 \ REMOVE AI�x 32 LF. 56TM No.: 1000-10-0418 a°oAK q �\ �\ Tipp yy�AE,Ip I TRIBUTARY AREA: AREA: 2,65 sr-. PIPE \ 2 TN 123 —zoNE x �� 517E DATA: --� la oAK ® sw 10.3 DWELLING ROOF AREA: 444 5[�..f-T. E�S5T�.� PROPOS)=D: 8'OAK � \\ AS DELINEATED BY EXISTING STOW)PAVER WALKWAY, AREA OF 51TE: 27,'18"1 SOFT. N.G. 10 TW 13.1 TNI 15.2 L hl �' EN-CONSULTANT$ON WOOD 5TOOP/5TEP5 AND EXTERIOR SHOWER: 144 SQFT. ( ¢ac) I— b'OAK II.o _ TW 13.13 / II.I � \ a NOV.I,2021 3 TIER RETAINING WALL FOOTPRINT, Ob 12°OAK '` 7112D \ y TOTAL.IMPERVIOUS AREAL 1410 SOFT. NOTES: '? y .• . oD. x132' . 10'0 \ ` `\ CALCULATION: �z i•� �^�K ' NWR �` \ 1. CONTRACTOR RESPONSIBLE FOR NOTIFY D16NET PRIOR N 15b%BK 13.2 1,214 S.P.X OJ61 X IA= 236 5Q PT -12 g p ,//I lix15,0 ! � TO ANY FJ�GAVATION A 9/1 4 " N � b 14.4 . \ y` CONTRIBUTING LAND AREA: 2. SEE ONO Not FOR STORM DRAINAGE STRUCTURE 14'OAK sr 1 \ I)515Q FT. i 6- 12-416- OOP xl4b �\ (,P , CALCULATION: COMPONENT DETAILS AND E�11RB�1T5. OAK Thi 14 1 10 \ \ 1151 SF.x 0.16, x 020= 34 GL1.FT. S. SEE SECTION 'A'AW PLANTIN6 SCHEDULE ON ONG N0.2 *0 .I4' ltj"OAK ` _ FOR PLANT PICKS AND PLANTING REfi IRB�NTS t� 10 \ \ \ TL RUJOFF VOLUME REQUIRED- �l•''' .Ib'• x14.8 ��• FOR DISTURBED AREA � EXISTING m n XT, \ { PROPOSED AREA OF DISTURBANCE: „ 1 1/2 5TY FR ' 1 \ 0)1OW x 5'LD.STORM WTR LEAC 4M POOL(50LID GOVE1� 14 OAK DWELLING DWE ' \T ` •o ' \ 446 SOFT.(0.1055 ac) ('3) 12 40 YARD BASIN(OPEN COVER) l TO RE' 1V0 6 E40R11. FPLE.14AKV',, 11. 1 \4 \ ` (CONNECT/INTERCONNECT AS SHOWS A v 18 85MT 8 1' w \T5 ` 2 � / ABPA+444 SF. �, \ `\ \2 T0?A-RUdO�VOLUME PROVIDED / _ hALK N O JOCKEY �-- _: W C) 25.3' L 's � `�rp, � '-� �/�� • EXIST. e Ex PG. GKN \9 8 d „Y tV '_GRAVEL. E PATAI�R � \ d o � IMPORTED FILL REQUIRED: � CREEK A I �6 14 12\ \ \�� CONTRACTOR TO ACQUIRE... TIDAL WETLAW BOWARY 1- \ ZONE 43 CUYDS.OF SOIL CSP OR SW PER ASTM STANDARDS) T� AS DELWTW BY I \ 5TK AE EL 6 18 CU.YM OF DRAINA61=AGGREGATE `�� / �� ON NOV. 1,2021 ' ' 1 MOM AN APPROVED UPLAND�s'aRC.E FOR THE PURPOSES / OF RETAINING WALL INSTALLATION AND MITTM PIWFOS 7 �� EROSION GONTROL MEASURE W m X ZONE X GRADE ELEVATIONS. w J INSTALL SILT FHdGE BARRIER AS SHOWt, < O �� V MAINTAIN UNTIL CONSTRUCTION 15 COMPLETE E.,..� X Z LL- '66 ob % SEE DETAIL,DW6 No3 ` }fir. O PARTIAL SITE PLAN DEMOLITION MOPOSED SEGMENTED BLOCK RETAINING WALL p�O ��5 J , _4N 4 � _ PROf'05ED RETAINING WALL. '"�- �y��y•�� Q M VERSA-LOK RETAINING WALL SYSTEMS �D _g r\ \ � s REINFORCED BASE LEVEL,M02 LIN 1T ,� I•�� ° Z dJ PROP05ED SYSTEM 15 3 TM N/STAGGERED WALLS TIER I: BASE LEVEL. BALI 0 E3. 10A',T.O.W.0 13.123' `�i 'e` '� 8— E'RDE'O�iED STORM WATER YARD BASIN, TIER 2: MID LEVE..,B.O.H.o EL. 12.01,TAYN.o EL. BD' USB POLYLOK 12'D-BOX,PM 3011-12 WITH O ZO 10 O 20 40 60 boTIER 3 TOP LEVEL„B.O.W.0 EL 16A',T.O.W.0 E L 163' 8"OAK 2 a \ �\ POLYLOK GRATE:,P/N 301'7-6,W5E32 AS REGI'D c�fl O GRAPHIC SCALE I' =20'-0' (5EE VERSA-L.OK TYP INSTALLATION DETAILS ON 5M15 2 4 3) PIPE . IS o - - \ PM 3011-R(TYP OF 3) m \ 147E RGONNEGT DRAINS AAD PIPE TO PROPOSED SITE PLAN BASED ON ORIGINAL SURVEY 13Y: 5TORM WATER DRAINAGE=5Y5TEM: to - \\ N6 POOL_A5 SHOWN ,�J KENNETH M.WOYGW LAND SURVEYOR,PLLG SEPARATION D15TANGE RE GUIREMENTS 6'5PM ROOF RUNOFF PIPE,PIPE,YARD BASIN x \ � w PROFFES510NAL LAND SURVEYING AND DE516N I-OR 5TORMWATE R LEAGHIN6 5TRUGTi� TIO 5 AND 4"5DR35 SHOWER.DRAIN PIPE ° ,�/ �X � _m_tN NpN X X . \ E�05ED REfAININQ P.O.BOX L53 AQUEBOSUE; KY.11431 AND PIPINE (FZESIDENTIAU: PITCH TOWARD STORM DRAW @V/L.P.(TYP 2 LINE5) F� �i � � � , ��'7?,T� � UN-REINFORCED MID LEVEL, 12 LIN FT (b31)Z48-1588 PROPOSED DRAINAGE LIDS SHALL BE STA 122 IN �:' EX DATE: 04-28-2021 HORIZONTAL SEPARATION D15TANGB POR STORM • COMMON TREW-M p x I \ W DRAINAGE LEAGHIN6 POOLS, ROOF/YAW BASIN DRAINAGE Ad'D SHOWER DRAINAGE � 12" � / �� l?I ex O srooP � � \ �\ \ ►-' DATUM: NAVD88 i m / / o PROPERTY LINE = 5'MINIMUM CONVEYANCE ARE TO BE E21�1 IN SEPARATE PIPES INTO 'S`s' k LAWNY BUILOIN65 WITH GELLAR= 10'MINIMUM PRDF05E D STORM DRAIN y s.;5 k 6 o G �• /l V)/ ENFaIINEER: WILDIN66 ON 5LA5= 5 MINIMUM RUN DRAIN AGE LINE5 IN A MANOR NTGH 15 LEAST E'ROa � ,• � � 6 �• � � � LEGEND: Itvi�:�R 5ERVIGE LINULATERAL5/MAIf, = 10'NEIN OESRiJPTEVE TO E:xl�-TtNs TES R'Y)T5 ; - -�— r v �X15TI1dFi M' ! IO ¢ O OF NE�(/ UNDERGROUND UTILITIES = 5'M NIMIN9pPOp STORM DRAINAF,E SYSTEM �5D ;,�' PROPOSED- � SD � 5ANITARY 5EPTI6 TANK = 20'MINIMUM Q � � L 1 1/2 5TY FR m 12 a'� � � \ � CPI .�Q� �Y && �O E 1 _ (U 10' X5 ED.STORM WTR LEACHING POOL_WV DWELLING / \ �' ` j STORM NATER LEACHING POOL �. / 5ANITARY LEAGHIN6 POOL - 20'MINIMUM 50LD COVER �l "'000, '� WITH SOLID COVER BELOW GRADE �\_ PUMP STATION = 20'MINIMUM LAND N/F OF (3) 12"�YARD BASINS N/OPEN COVERS CONNECT —I6— LAM TO�IK No H � 12� TRIBUTARI'ARE=A: ' \b\\ \ � * > =n, A s � MANHOLE = 20 MINIMUM ALLI5ON NATHEL A6 chi O F.Sfl.14A,E96ME� 11.1' STORM WATER SHALL BE \ \ \ r •°0: tY 57 STORM WATER 12040 YARD B:A51N PRIVATE WELLS = 50 MINIMUM (OPEN COVER,NON-LEAGHIN6) IDW AIE&444 SF. DIRECTED TO YARD DRAINS ��` •57 m LU W RETAINING WALLS= 10'MINKM / SIB P 25.3 �4L AND PIPED TO PROPOSED \4 Z \ \ Z STORM DRAINAGE PIPING —5v 5G— FUEL STORAGE TANKS(BELOW GROUND)= 20 MIN. PROPOSED RET.WALL O ��' FX Pr CELL LEACHING E'00L R5 Nom : STORM WATER FLOW ARROW c� HORIZONTAL SEPARATION D15TANGE5 FOR STORM UN-REINFORCED TOP LEVEL, 31 B.O.H.0 EL I VI , PROP05ED \ DRAINAGE NON-LEAGHIN6 STRUCTURES; \ LAM EX.PAVER T.O.W.0 EL 163't54 LIN HT TRt"E5/lAHD5C,6 E, a 14 ESS O EXI5TING CONTOUR WATER SERVICE LINE5/LATERAL5/MAIN5 = 5'MIN O PATIO Y L / I \ N O O 2 U.P PLANTINff 1 G o —b UNDERGROUND UTILITIES = 5'MINIMUM -20--, N ��' `I I 5TK d� •�Y T.BUTLER,PE EX CONTOUR TO BE PROP05ED O REWORKED b VERTICAL SEPARATION DISTANCES FOR STORM PE�2VIOU$GRAVEL E�10VE AND REPLAGEMETET OI': �Li� 12 q 8 �� Q DRAINAGE LINES: EXIST!N[� EX STOW-PAVER WALKWAY I J PROPOSED CONTOUR WATER 5ERVI6E LINE5 = IV MINIMUM ORIVE=HAY WIDENING GRAVEL 17ARKIldG �• O:W x � EXISTING SPOT ELEVATION x6.0 5ANITARY WASTE LINES = 18"MINIMUM ADDITIONAL AREA, 1205 SOIFT. AND MAN5VERN6 � WooD STOOP I I � ZONE O d ARt_A .. . : , /r'TE PS 14 � � AE (EL 6) ~ ~ PROPOSED SPOT ELEVATION XGA d EX.E EIRIOR 5 4OPEE2 SQPT I r� �, ZONE X p V !i -! � •• t4'W x t4'DP,ttb SQ.PT'. Q AS NEEDED TO ALLOW FOR PROPOSED ` -� 1.L t1[ PHOTO Jay No. PIPE GONSTRUCGTION\ UPON COMPLETION OF PROPOSED . . K Z O - 14 K � dJ RETAINING WALLS,REINSTALL/RE BUILD NOTE: (01-06-2023 REVISION) i EROSION CONTROL LEGEND: WALKS AND 5TRUCTURES IN PLACE,IN KIND Iv W f O Q I.ALL HOW WILL TAKE PLACE LANDNARP OF THE 10'GONTOUR. THERE WILL BE NO O z v (1 �- SILT FENCE=BARRIER so I }g \ 2. 5TU�ANGE SEAWARD OF THE 10'CONTOUR. 0 z w O7 APPROVED C MACHINE ACGE55 TO THE PROPERTY KILL BE FROM THE SUBJECT PROPS RTIE5 DRIVEWAY. � O 0 O �Or ) ACCESS TO THE AREA OF WORK 5HALL.BE FROM THE EAST AND WEST 5U2E5 OF THE 057 IY 1 / RALPH OF DWE LLIN6.THERE WILL BE NO DISTMANGE SEAWARD OF THE 10'CONTOUR. ALL < LL�j LI �I��RD C� I I,U��EES / 18 EXCAVATION AND MATERIAL DELIVERY FROM STAGING AREA WILL BE 13Y WAND. Uj IY z g NcW ✓�K 'v TOWN OF 5O UTHO LD 20 3.THERE ARE NO WEEP HOLES/DRAINA6E PIPE TH ROU16H THE PROP05M RETAJNI%WALLS. �ll X11 ANP YARD DRAINS HAVE BEEN PROVIDED TO DIRECT STORM WATER AWAY FROM THE BLUFF h^--I } ' ' c - AND INTO THE PROPOSED STORM DRAIN. p-1 C1 Q www.dignetnycli.com DATE l/ orwww.call811.com �j moo " (�/�- ✓ �T� W U- -V (N I-' Q -17-7- _1 ° N clT 800-272-4480 811 � T U.P. '' � F: L ° IN; 0 By law,excavators and contractors working in the five boroughs of New York City and Nassau and Suffolk {� ., "" oo `" • w a a z. w (y 1 lF"k^ Counties on Long Island must contact , �/t �. i JO� �O�$ A� � � O O 1-800-272-4480 or 811,at least 48 hours butut no no more '� V '• �( than 10 working days(excluding weekends and legal holidays)prior to beginning any mechanized digging or •OOT ,- . excavation work to ensure underground lines are marked. +* '; Excavators and contractors can also submit locate MON• �`2 LQ Q Z requests online,through ITIC.If you do not currently use 66, Q ITEC,please call 1-800-524-7603 for more information. SITE PLAN - PROPOSED For safety reasons,homeowners are strongly encouraged /J OAKLAWN �� to call as well when planning any type of digging on their property.Homeowners can contact us directly at ; • 1-800-272-4480 or by calling 811,the national call before RETAINING WALL REPLACEMENT AVENUE you dig number.For excavation work completed on personal property,it is the contractor's responsibility--NOT the homeowner's--to contact DigNet.Having utility lines marked prior to digging is free of charge. 20 10 0 20 40 60 60 GRAPHIC SCALE V = 20'-0' THESE DRAHIN65 AND AG60MPANYIN6 5PE6IFIGATION5, AS INSTRUMENTS OF 5ERVIGE, ARE THE EXCLUSIVE PROPERTY OF THE ARGHITEGT AND THEIR U5E AND PUBLICATION 5HALL BE RE5TRIGTED TO THE ORIGINAL 51TE FOR HHICH THEY HERE PREPARED. REUSE, REPRODUCTION OR PU13LIGATION BY ANY METHOD, IN WHOLE OR IN PART, Q f 3 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT_ TITLE TO THESE PLANS SHALL REMAIN HITH THE ARGHITE6T.VI5UAL GONTAGT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGEPTANGE OF THESE RESTRICTIONS. PLANTING SCHEDULE ot OF N'W Y�� www dignetnycli.com K CITY &�0%15,ff PROPOSED ORAASS AREA(MIX OF AK40PFNLA BR):VILISMATA)BEACH PROPOr�Fb PLNf1N16r N or �1 23 CUI-S RR PLANTING HOLE 12'OCG MAX WITH PANICUM • ALL DISTURB AREAS LANDWARD OF CONTOUR 10 AND SEMARD OF NON TURF BUFFER SHALL BE PLANTED NTH CISTINl7. 800-212-4480 1 811 woroth other 2 GAL CONTAINER), NATIVE� SEE PL.ANTIN6 SCHEDULE •:'::�DWELLIN6 for other states VIR PR 1)SWITCH GRASS AT 2'-O"OL., ALL D15MFMW�A§ZEA6 LAN XVM OF MON-TURF�SFWl BE FINAL GRADED WITH TOP SOIL AND HYDRORED. �PROFb5ED NORTHERN BAYBERRY BUSH(MYWGA PEIJSYLVANICA)TO By law,excavators and contractors working in the For safety reasons,homeowners are strongly W F1JiJ[TED AT A MINIMUPI 3 FOOT ON CENTER 0 GALLON GONTANER). LAWN R5T BE ESTABL.I%w PRIOR TO THE R9'w&OF SILT FENCE AND ALL EROSION CONTROL MEASURES five boroughs of New York City and Nassau and encouraged to call as well when planning any type ANQIOR PROPOSED BEACNi ROSE BUSH(ROIM VIR6INIANN TO BE PLANTED Suffolk Counties on Long Island must contact of digging on their property.Homeowners can AT A MINIMUM 3 FOOT ON CENTER(3 GALLON CCMTAMFj. DigNet,1-800-272-4480 or 811,at least 48 hours contact us directly at 1-800-272-4480 or by calling t�QRPROPO5M BEACH PLUM BUSH MM MARITIMA)TO BE PLANTED LOCATION OF EX M.WALL TO BE ' but no more than 10 workingdays(excludingY g 'PRO..... 811,the national call before you di number.For , y excavation work completed on personal roe AT A MNIMUM 3 FOOT ON CENTER 0 GALLON CONTAIM�. REMOVE] (TOP TIES.TOW A EL(55, EIN.FL weekends and legal holidays)prior to beginning any P P property,rtY �1 I A l/i11 -- mechanized digging or excavation work to ensure it is the contractors responsibility-NOT the M PL•ANTTN O DETAIL,THIS DWG) 14.V (WORD STONE CVA) underground lines are marked.Excavators and homeowner's-to contact DigNet.Having utility PROPOSED 6RAM DWARD contractors can also submit locate requests online, lines marked prior to digging is free of charge. LANOF PROPOSED T 1•A N%.E 50 NON-TURF 91fER through ITIC.If you do not currently use]TIC, mc-. LAN HAM OF MID TM ''' ''' please call 1-800-524-7603 for more information. ("IID TIER•EL 120:::� 3 Tom SW OR SP SOIL REQb 55' TYP A EA.TIER(SEE TYP L.OGN OF EK RET.WALL TO SECTION FOR LICO,SHT 2) I I EX15TING t47 BE RHHOVED(SASE TIM I Ir - - EL.15.6x ....... .......' b TOW 0 EL..12A', �� t1 BOW 0 EL ION' , _ _ TAL115O I I-TI- :•:•:•:.....:•:•:•:....:':':::.... a / III=T1f-- I III I17 2'W FOOTPRINT / IIS--T I I- 1fi b , I t- ZONE I ZONE X cASFa _ Tf I III I ANS III -11T TET-iTi- �II' I::::•:•:•:':':':':':':':: .-, g AE (EL 6) �� F IL- . . . ._ ._,.-. NOTE GM UNIT ADIBKS TQ TOP U IT 1? c; - I ::::: • I - N'U%IERSAA-011 GONGj;M ADFHSIVE -1�- -GOM'AGT®�C,oFI 1.:.....:...:.:..............:.:.:.:.:.:.:. : . c� l I (M 3 M;5,SEE M ON SNIT 9F -1T1 _ ORAD j ''''''''''''''''''''''''.''''''' ' C-3 `J• 12.0sA�ErtENT.}.......: d m � e21PROP.6W: of •�: i I� i- /ve 3.o sw bR 5P �'� L PROP.BASE TBR / _ /501Qb�= � ---� m dJ __ _I� _ � 13. 10.0' I tb N N � T I 1=III=1 I I-� ;':. 1-1 }' A'"' ^ T_ I - II=I GENERAL NOTES 11 �=111=1IEV63A T 11fT EL.10 _I m I ��'� I�f•li�l'R'''R � I. GONThALTOR SNAIL GNI6C.K AND VERIFY ALL • e j �" �> i - I1� "' COWITIONS TO THE SITE PRIOR TO STARTM6 O I w:. L.RE(>:bD SHALL FAMILIARIZE HIMSELF : MW m OF WORK AND HE m I - ORCEMENT WITH THE:INTENT OF THESE PLANS AND MAKE � . I I-I I I VERSA GRID V6 3A WORK MREE WITH SAME. EL.b.01-1- _ - 1 AL :: TYP 2 LAYERS A 5'L6(THIS TER)_ EL.8.0' 2. ALL WORK SHALL GOND"TO THE NEW YORK E"'� X Z STATE:RESIDENTIAL CODE(ARG 2015)AND ALL O I I I I JZI T Ijl-I I I�ICD s o '111 I I I I-I 1 f J� I I I II I I�Tr I III RILES AND F111ATION5 OF THE TOWN OF JOCKEY ,I 7 _ °ry 5A'MIN -I I-n=1L SOIITHOLD. O = dz CREEK =�, LIT,I1-- 3. IF IN THE SE OF CCMTf2UGTION A � � CONDITION EMST5 WINCH DI5MIZEE5 WITH THAT EL.6.0' _ Q.M U EL.6A' AS INDICATED ON THESE PLANS,THE 61RANILAR LEVELING PAD(5TAATE MM), CONTRACTOR 5HALL STOP WORK ANb NOTIFY y s 8'THICK x 30'WIDE(MIND TYP OF 3, THE ENSINEBR•SHCIU_D HE FAIL TO FOLLOW THIS ry SEF LEVELING PAD NOTE,THIS SHT AND PROCEDURE AND CONTINUE WITH THE WORK,HE VERSA•4AK PETALS,SIFTS 2 1 5 SHALL AMM ALL RE5PON 5,101LITY AND W EL.4.0 �/ - � - LIABILITY AR151N161N�R0M. f-� { �� 1 4O SECTION W - ,� � 4. GRADING AROUND EK GONSTRUGTION SHALL SLOPE AWAY AND BMW INTO INTO FASTING 4-4 TIERED REINFORCED RETAINING WALL 5. Au FOOTINGS SHALL BEAR ON uND1511,10D SOIL W^IT�H.A MINIMUM SOIL PRESSURE OF 2 TON5 W EL.�•°' �D R_2.O' VERSA-LOK RETAINING WALL SYSTEM PER SAJ.P .AND SHALL HAVE A MINIMUM OF AI 8^I= A.01 b-C OF COVER. NOTEr TOP LEVEL TIER 15 CONSTRJGTED M A 51MILAR MANOR TO MID LEVEL TIER 6. DO NOT SCALE PRANN6S. WRITTEN UEN61 RI NOT TO SCALE DIME36IONS SUPER51E SCALED DIMENNONS. I THE ENI6INNI332 HAS,NOT BEEN RETARD FOR ON OF NEI V DSAND/OR LIDS RVATIONS OF THE ClmmtTm �PY yO Yd EL.O ' 1i.0.01 AL � PROPOSED 6RADE m �- i W PROPOSED RANDOMLY 5TA66ER < r . \ :1 GRADE GRADE UNE VERTICAL JOINTS PROPOSED �� SOLID COVER �s B-GAP / GAP V . >': �OFE IONP� 2 .a. ::}. ^.`'+ •;.1•. .�;,`ryi-} :'r• ~rrr:. ir3 ::�', ;.•} . �`.rc.':�i r.+:':. :,r..' PINHOLE § , . JE319ZEY T.BUTLER,P.E. ±;. ;:,i ;;;': ::.:': >•'::. . VERSA-TUFF PIN 4. .' f 1 I I 2 PER UNIT a J 8'THICK 6Ri4NUlAR146 14N , LEVE11NI6 PAD ' .. "'"" -, .�"'•. _ i ..• .i E • I S OPENN6 TO TGH O r` cAsnNs u� > -III-III-III-III-III a .. ON LEVELING AR� � I I I I I :.:i` •� '• I � o 20 LOAM CC TE�a •. :. •,. • ... I I I I I �11SE N�IT� B)RY ONE ADDITIONAL RECE1vNG slnT FULL UNIT MIN. I I '6,; < O }- TO • i III , VER5A-LOK GAP UNITS �-+ M NO'TEI 1 ; 1 I I STEPPING BASE DETAIL LIMIT5TO AVOIDID$FFBRENITIAL T10NSETTLI�BLT ! I I I PER 'I, UNIT DIMENSIONS SHALL IU LU �t O 500E FOOT LNT STH'A5 N�797 TO MINIMIZE BUIaZIED UNITS i i i I i i NOW BE 6'm SDR35 MIN Z Q In 56011ILB NOW AND MAINTAIN MINIMUM REQUIRED EMBEDN4ENT I 1 1 I I L �NIr6 W Z p Q P O Ce PINNING DETAIL '' °'�°"� Q ° 5QUARE FOOT UNIT-CRO55 5EGTION 61 8 L < B_C#AP A-GAP %ALEI NONE _ < p 24 • U Z LL ;4F Z571M IGHT WAJLS ALTHRNATE A-GAP AND B PIN HOLES AND SLOTS FOR 1' 3,W SECTION14 SETBACK WAIL CONST I;WTTON 10'DIAMETEIR 3'-0 TTT'IGAIL F-+ W D JL OF CAP UNIT n PIN HOLES FOR PLAN MINIMAL AMOUNIT N CV V4'SETBACK WAUS CAMPBELL FOUNDRY 1009 4'KK OF EXCAVATION. cV ry �, o o E AND COVER WALL 1HICOE55, COLLAR 1 1U .,.. ...�.".,r..`: :•.�:Y-'v." •.r. � '••;.�*".:.r, ;� ~''Y; ' �/\�\\\/\J HEAVY DUTY FRAM � (V 1L.. O SCALE NOW bxi2-106a WM CLEAN SAND OR ASTM Aries BIWKRl1N W O STRM DRNG LEACHING POOL NOTES I :..•: .' ON SEPARATION AND coNsr�1 wli REGI'MMTS �' I < • I.MAWAN IV SETBACK FROM ON SITE SANITARY LEACHING POOL O • ,.; . ': ;;.` :.;;..' : STRAIGHT SPLIT FADE 2.MAINTAIN W SETBACK FROM SANITARY SEWR PIPE. 12' 3.MAINTAIN SETBACK REOWS FROM ALL UTILITIES :c '. :;i: ;,'••: I 4.MAINTAIN 10'SETBACK FROM EMIDINS FOWATTONL GONGr�TE A r`/ 5.SANITARY R1N65 MAY NOT BE USED _ FOOTTN6 RING - - - ". I II I I VEIZ5A-LOK 6'A clFicATlol s,Ta,GTur�N�I,sT NST Au coDE Aw s�ouNa�wnTER ` STORM DRAINAGE GAPPING DETAIL-PROFILE "' SQUARE FOOT UNIT T' PRIM O 5T S TM°F4°'0° coNCRETE WPE�E'TRMTIONINTO SQUARE FOOT OMIT-STEP AT TOP OF WALL UNIT 0IMEN51ON5 8.ALL STRUCTURES MUST BE WITAGTU RED AS AN AC CEIRTIFIED K41FrABLE LEACHING POOL DETAIL SCALE, NONE O SCALES NONE PLANT,A COPY OF ORTIFIGATION MU5T BE ON FILE WITH THE TOWN. MAINII46E WBRIA l SCAM,1121=110 2 THESE DRAWING5 AND AGGOMPANYIN6 SPECIFIGATION5, A5 IN5TRUUMENT5 OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARGHITECT AND THEIR USE AND PUBLICATION 5HALL 13E RE57I6TED TO THE OR16INAL 51TE FOR WHICH THEY WERE PREPARED.REU5E,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, O I 3 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT.�/I5UAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACGEPfANCE OF THESE RESTRICTIONS. GAP UNIT ADHERE TO 5P OR SW SOIL ALTERNATE REINFCRCET4NT VERSA-UK TOP NIT VERSA-UKREQUII�7 X11. PLACEMENT ON 5U65�JENT i� N UNIT ADF�I GAP UNIT ADHERES TO REINFOROB-ENT ELEVATM5 TO _ Ar TOP UNIT W/VERSA-Colt fIT ELIMINATE 6APSI lel PREVIOUS REINFORCED BAGKFNl coNG•ADHESIVE � REINFORGE-1ENT ELEVATIONS / yam { \/ \�� GOWAGTED 95%Or-MAXIMH 5P OR 5K SOIL I < c 'SGI UARE FOOT' \ \ \ STANDARD PROCTOR DENSITY MODULAR R�11RID %4 CONCRETE UNIT'S I "6RAVEL CONCRETE UNITS 'V41 GRAVEL \ I DRAINA6E A66REGAM DRAINAGE A66R66ATF, 12'THICK MIN. I 12'THICK MIN. I � 6Eo5YWTFE`t1G REINFORCEMENT SEE SECTION'A',5HT 2 FOR LOCATION, =1T—I 11= r•, LENGTH,TYPE AND SPACING �,�y 5P OR SW 501E \ �1PDIs1l1R6®— ,:: ; `•=1 111-11 LW15413EP1-1 SP OR 5W SOIL REQUIRED 501E - LEVaJN6 PAD, \ 6RAR AR LEVELING On TF6G PAO THTC AR �� 8' K MIN. TYPICAL 5ECTION - 8'THICK MIN. TYPICAL SECTION \ I `) r -, `.LL REINFORCED RETAINING WALL UN-REINFORCED RETAINING WALL SQUARE FOOT MODULAR CONCRETE UNIT SaPFE FOOT MODULAR C W%ETE UNIT Q� 5 USE THIS DETAIL FOR BABE LEVEL TIER USE T1415 DETAIL FOR MID AND UPPER LEVEL TIERS SCALE: NONE SCALE: NONE GE05YNTHETIG P AGEMENTLL i W SQUARE FOOT UNIT-COCAVE CURVE fr 5GALEr NOW GUT REINFORCEMENT AROUND CURVE To APPROXIMATELY IN FROM FACE OF UNITS ' 5EQMENTED WALL LEVELING PAD PIOTE AND REQWr5: • MANI FAGS INSTALLATICIN THE LENELIN6 PAD SHALL CONSIST OF MI-GRADED NEW YORK C] Ei x Z � IA5T1RI1GTION5 AND SPECIFICATIONS STATE DOT APPROVED(STATE BLEND)RECYCLED CONCRETE GUT REINFORCEMENT AROUND () O • 6Eo6RID LENGTH AND ELEVATION Ae6RESAM MC/V.RGA SHALL NOT EXCEED MORE THAN 5% CURVE TO APPROXIMATELY 1' PLACEMENT SHALL BE DETERMU� ERRO1�05 MATERIAL 5UIGH A5 BRIC.K,CERAMICS,MI=TALS,WOOD, FROM FAC.1=OF UNITS O BY WALL DESIGN EN61NEM 6YPSLH OR 011 HER OR6AMG MATERIAL. THE LEVELIN9 PAD, !!a SES=SECTION IN,5HT 2 FOR INFO. ONCE RACM,SWI BE COMPACTED NTN A V10RATORY Q� COMPACTOR TO q5%OF OPTIMUM DENSITY. THE LEVELIN9 PAD O SHALL HAVE THE FOLLOWING ME U MCAL 6RADATMI � ry 5CREEN SIZE SK PASSING W a. °3 .. X2' M % 65- J ' w w O � ti O N THE MATERIAL SHALL ALSO ACHIEVE MAXIMUM DRY DENSITY OF 4 NOT LE%THM 145 POUND5 PER CUBIC FOOT AT OPTIF4H EN61 ' MOISTURE CONTENT kf EM TEST®IN A 6ORDANC.E WITH ASTM pF N E(N O � DESIGNATION OWI-STANDARD TEST NE,'HODS FOR LABORATORY '�� - `-•_.. COMPACTION CHARAGTERISTVA OF SOIL USING MODIFED BORT, �.�Q' O� :.: LAT157 PLACE 3' OF SOIL FILL BETWEEN n +� Uj } OVERLAPPING REINFORCEMENT • :�,, :;,.;� FOR PROPER ANGHORAEE DO NOT OVERLAP GUT GRID AROUND VERTICAL 511tC7rUWE;BEHIND WALL GRID LAYERS 6E05YNTHETIG PLAGEMENT �OFE SO4 SWARE FOOT UNIT-CONVEX CURVE J3TRIEY T.BVUgE PE NMI SCAd.E� NOW 60D KAWACtMS SIT BOL. N mimTION5 AND 0100 5 S F— M OVS WAD6E H/MfUCMN.FESN SPAGIN61 — x x — 5PEC nCAT10N5 OUR p'�,�.01 V`v • 6E06RO LEN"AW 36, SAIL �LH POSTS DVN I&MAXGTO G. MN. 6 oeum p OW . 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RADIUS 4'$'IV KWRM .. 3• �° V"N �FILTR GwTH of N W YOC?K Clt'( &SONG I�AN�J www.dignetn)cii.com FOLLOW 61506RID MANUFACTURER' O ® TOP OF WALL O Z EAGH OM THEY SHALL BE OVMA APPE7 A MIN.OF 6'IN 6RGUND. 41 or INSTRUCTIONS AND REINFORCEMENT B1.51X W-M ATPD FOLDED. IF MIER CWT1www-ca1181 i.-m PLACB4W AT CURVES AND CORNERS CLl SIKL BE ffM FLYER),MR IFI lax SECITION view 800-212-4480 1 811 (for other states) O O Q STAELWA T140K OR APPROVED E>yIAL Tq 4. HANM*K E SIALL B SPO ��+�OR APf1R50V D WM By law,excavators and contractors working in the five For safety reasons,homeowners are strongly 0 O 5. }{AIHTSiADE LOP I TIP SILT F`iT7 A5 H®ED MrD IMTERIAL RBiOVt�l�lBi boroughs of New York Ci and Nassau and Suffolk Counties encouraged to call as well when planning any a of PAOE ' 'DEVELOP M T!�SILT FBiCE 9 City 9 P 9 Y type O Q on Long Island must contact DigNet,1-800-272-4480 or 811,at digging on their property.Homeowners can contact `/ ' least 48 hours but no more than 10 working days(excluding us directly at 1-800-272-4480 or by calling 811,the GUR Y E DETAIL O Q weekends and legal holidays)prior to beginning any national call before you dig number.For excavation US.DEPARTh'ENT OF AtSRICULTURE mechanized digging or excavation work to ensure underground work completed on personal property,it is the O HlATURAL RE50WLB 0WAWATWN SERVICE SILT lines are marked.Excavators and contractors can also submit contractor's responsibility—NOT the homeowner's—to SQUARE FOOT UNIT-TYPICAL GLRVV5^ MI YORK STATE DEPARTMENT OF ENMRONMEdTAL C056RVATIONlocate requests online,through ITIC.If you do not currently use contact DigNet.Having utility lines marked prior to SCALE: NONE O O O NEW YORK STATE SOIL IE MATER C016MMI ERVATION COTTE FENCE ITIC,please call 1-800-524-7603 for more information. digging is free of charge. 3 T-E5E DRAWIN65 AND A•GGOMPANYIN6 SPECIFIGATIONS, AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR L15E AND PUBLICATION SHALL BE RESTRICTED TO THE OR16INAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, of 3 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT-TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VI5UAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACGEPTANCE OF THESE RESTRICTIONS. Glenn Goldsmith,President' O"sun V jr 019, Town Hall Annex A.Nicholas Krupski,Vice President C� y< 54375 Route 25 Eric Sepenoski ? P.O.Box 1179 Liz Gillooly �y • o��r Southold,NY 11971 Elizabeth Peeples �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report f Date/Time:3 iQ 23 Completed in field by: En-Consultants on behalf of EVAN GEOFFROY requests an Administrative Amendment to Wetland Permit#10223 to increase the maximum height of the approximately 112 linear foot long mid-level retaining wall from 2.3 to 3 feet, to better match the existing landward grade. Located: 2505 Wells Avenue, Southold. SCTM#: 1000-70-4-18 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 111 other Type'of Application: V Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted,on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly i/ E. Peeples Glenn Goldsmith,President } �,dF � Town Hall Annex A.Nicholas Krupski,Vice President f4y Ql� �` 54375 Route 25 P.O.Box 1179 Eric SepenoskiL Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 ,r Elizabeth Peeples Fax(631) 765-6641 onU0�� r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ADMINISTRATIVE LETTER OF REQUEST FOR AN AMENDMENT DATE February 14,2023 OWNER Evan Geoffroy PHONE 646-872-8703 ADDRESS 1 Arden Street#314,New York,NY 10040 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road, Southampton,NY 11968 PROPERTY LOCATION 2505 Wells Avenue, Southold TAX MAP NO. 1000-70-4-18 Mmimstxative 10223 I/We En-Consultants for Evan Geoffroy request an Amendment to Permit# to increase the maximum height of the approximately 112 linear foot long mid-level retaining wall from 2.3 to 3 feet,to better match the existing landward grade,as depicted on the site plan prepared by Jeffrey T.Butler,P.E., P.C.,last dated January 6,2023. Signed By: Robert E.Herrmann,Coastal Management Specia ist Board of Trustees App,_t ration AITI'HORIZATION (Where the applicant is not the owner) I/We, Evan Geoffroy owners of the property identified as SCTM# 1000- 70-4-18 in the town of Southold .New York, hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. N/A Property Owner's Signature Property Owner's Signature Evan Geoffroy Irk SWORN TO BEFORE ME THIS DAY OF tV \� Notary Public LYNDA M.RUDDER Notary Public,State of New York No.01 RU6020932 Qualified in Suffolk County Commission Expires March 8,201b Board of Trustees Appy �,;,ation AFFIDAVIT Evan Geof&oy BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORD WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH'THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF - TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. �t N/A Signature of Property Owner Signature of Property Owner Evan Geofffoy SWORN TO BEFORE ME THIS l DAY OF� ' 20 a -- Notary Public LYNDA M.RUDDER Notary Public, State of New York No,OIRU6020932 Qualified in Suffolk County Commission Expires March 8,2025 APPLICANT/AGENUREPRESENTA.T'IVE TRANSACTIONAL.DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emVlo—ee&The purse of ibis form i5t provide information which can alert the town of pgssible conflicts of interest and allow it to take whatever action is necessary avoid same. YOUR NAME: Geoffroy,Evan (Last name,first name,ipiddle initial,upless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion 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 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 appliqut (when the applicant is a corporation); B)the legal or beneficial otivner 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 ay o 2011 Signature Print Name Evan eenfrrnv Form TS I APPLICANT/OWNED: TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: Herrmann, Robert E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit X X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D) and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that.5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) 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 thisl4 day ojfL February,20 23_ Signature PrintName Robert E. Herrmann EN-CONSULTANTS ADMINISTRATIVE AMENDMENT REQUEST Town of Southold Board of Trustees Post Office Box 1179 Southold, New York 11971 ' £ZOZb ! g3� y Re: Permit#10223 `? Evan Geoffroy i d =i 2505 Wells Avenue, Southold 5 SCTM#1000-70-4-18 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: 1. Application for Letter of Request for Amendment, 2. Site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated January 6, 2023, and 3. Check for the amendment fee of$50. Sincerely, i Robert E. errmnn Coastal Management Specialist Enc. 4 }� FEB 14 2023 �. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting Glenn Goldsmith, President ®f S�� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 1V%\�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction '/z constructed When project complete, call for compliance inspection; 744 1 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10223 DATE: SEPTEMBER 14,2022 Qb ISSUED TO: EVAN GEOFFROY PROPERTY ADDRESS: 2505 WELLS AVENUE, SOUTHOLD 000-70-4-18 SCTM# 1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in I accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 14, 2022, and subject to the Terms and in consideration of application fee in the sum of$250.00 paid by Evan Geoffroy and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to remove and replace approximately 165 linear feet of existing tiered wood 2 retaining walls with a three-tiered retaining wall system,consisting of an approximately 10 roximately 112 linear foot long mid-level a linear foot long base level retaining wall,an app retaining wall,and an approximately 54 linear foot long base top-level retaining wall,each to a est side of dwelling for removal max. height of 2.3 feet; remove 811, 12",and 18"oak trees on w and replacement of retaining walls; establish proposed grades between/landward of new retaining walls with approximately 12 cubic yards of clean sand/loam fill to be trucked in from an approved upland source and planted with native vegetation; plant six(6) trees landward of top-level retaining wall; remove and replace in-kind/in-place existing 31x33' stone paver walkway,4.310.51 stoop/steps,and 4'x4' outdoor shower; install stormwater drywell for & and widen existing pervious gravel driveway by outdoor shower and roof runoff, approximately 205sq.ft; and as depicted on the site plan prepared by Jeffrey T.Butler,P.E., dated June 23,2022,and stamped approved on September 14,2022. to be affixed,and these IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal presents to be subscribed by a majority,of the said Board as of the day and year first above written. 1_4S%JF F01 COD V IV M WN _k� TERMS AND CONDITIONS The Permittee Evan Geoffroy, residing at 2505 Wells 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. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President A*0 soy�® Town Hall Annex A. Nicholas Krupski,Vice President tem _ s �� 54375 Route 25 P.O. Box 1179 Eric Sepenoski - Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples ® �® Fax(631) 765-6641 UT ,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 19, 2022 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: EVAN GEOFFROY 2505 WELLS AVENUE, SOUTHOLD SCTM# 1000-70-4-18 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 14, 2022 regarding the above matter: WHEREAS, En-Consultants on behalf of EVAN GEOFFROY 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, application dated August 5, 2022, 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 September 14, 2022, 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, 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 of the Southold Town Code, 2 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 EVAN GEOFFROV to remove and replace approximately 165 linear feet of existing tiered wood retaining walls with a three-tiered retaining wall system, consisting of an approximately 102 linear foot long base level retaining wall, an approximately 112 linear foot long mid-level retaining wall, and an approximately 54 linear foot long base top-level retaining wall, each to a max. height of 2.3 feet; remove 8", 12", and 18" oak trees on west side of dwelling for removal and replacement of retaining walls; establish proposed grades between/landward of new retaining walls with approximately 12 cubic yards of clean sand/loam fill to be trucked in from an approved upland source and planted with native vegetation; plant six (6) trees landward of top-level retaining wall; remove and replace in-kind/in-place existing 3'x33' stone paver walkway, 4.3'x7.5' stoop/steps, and 4'x4' outdoor shower; install stormwater drywell for outdoor shower and roof runoff; and widen existing pervious gravel driveway by approximately 205sq.ft; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., dated June 23, 2022, and stamped approved on September 14, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very ruly yours, m ✓" ' `�� Glenn Goldsmith President, Board of Trustees GG/dd TO BE REMOVED .ZONE A1N5`OF DILAPIDA D r TIMBER RET.1,4ALL5/5TEP5 � �•� ; A5 DELINEATED BY EN�ONSUTlANTS Flo - ON Nov.ol,2021 51TUATE AT: go�0d?pl Ml A 2505 WELLS AVENUE,5OUTHOLD, N.Y. - -- v9�'C .� RK TOWN OF 5O)THOLD < �..._. „ --"i AT y- ` \ SUFFOLK GOJNTY NEW YORK h :; k.•"` { ". - 5GTM No.: IC00-10-04-18 _ - =fw JOCKEY 6"O AK,,�.n, -rJ -�_ :.y,_ \ C ,'•yr " - �' ,-�~ :,t" .• -.K•• r •_ PIPE Y:S' = n{123-Zo \T x <�T `-1. SITE DATA: EXISTING: PROPOSED: BW 10.3 µ \ CREEK `� p. •y� -^ �\ \' AREA OF 51"E: 21,787 SQ.FT. N.G. � TW 13.1 `,-� 10 b' .iW c_ - TW IS 2 \13HTH II 1 \� P 1e (0.64 a �AK11,0131 BW BW 13.i r 1` _"OAt f ;'t% ..?:T!13b. 16 `f Bk 12.6 \. TH 5 BW 13.2 t; §•:.a �! .. . + TMPORTED FTLL RE UTRED: . 12 oA1e:• iL(16.9� O BJEGT IS'OAK; BW Ib.O I r ;:;f'; ��CONTOUR TO BE CONTRACTOR TO AQUIRE... RTY r4- �/ L k ' V.\,\\\ 12 ClJ.YDS.0=GLEAN RATEABLE FILL(SD OR SP PER ASTNU FROM AN \ 8"0? ..• pREDIRECTEDPROPE _ ai 14„nAl xREMOVE r, s \ + \ f1_\ p�WP/ APPROVED UPLAND 50JRGE FOR THE PURPO5E5 OF OBTAINING GRADE -x. � 4. -- � r.• �f1 8,12 t U3 to \ \ \ ELEVATIONS LANDWARD OF PROPOSED RETAINING WALLS. / .14' OAK TREES ;' 14 I 1 LF. �_,. \� F• �- - N 18 OAK da y REMOVE APPROX.32 > OF\ / EXISTING FENCING NOTES: EXISTING ' / 1 \\ �- ' I. CONTRACTOR RESPONSIBLE FOR NOTIFY 1216NET PRIOR TO ANY 1 1/2 5TY FR \ EXLAYATION. ' ... ..... ' 2. SEE DW No.2 FOR STORM DRAINAGE STRUCTURE/COMPONENT '• o - TO REMAIN NO WORK _ h DETAI-5 AND REQUIREMENTS. t T , "` `4 r• j FFL_EL.19.0'BSMT FL II.T' �� '� \ 3. SEE SECTION'A' AND PLANTING WG SCHEDULE ON DNo.2 FOR PLANT AREA:444 SF. PICKS AND PLANTING REQUIREMENT5 FOR DISTURBED AREA 1 -- - EXIBT. �F L �.1 \ . r.FLI �°o''°.,. \ \ ^ d3 rPAVFI E. .PP,,;CP FPCF \ PAID" \ I, ` 'y O'� ` xt. l.; 1.4 ✓. % , .. r TIDAL WETLAND BOUNDARY 1' ZONE �.,-;t �. AS DELINEATED BY EN-GON5UTLANTS <` \ ON NOV.01,20:21 ( ) • II j �1 I T^ � :� AE EL 6 �O`• ��l � r � I PROPOSED EROSION CONTROL MEASURE ZONE X ��`} / I- INSTALL SILT FENCE BARRIER AS SHOW, � w < 1 .•�. MAINTAIN UNTIL GONSTRU(TION IS COMPLETE �'I X ZLL va O - SEE DETAIL,DWG No 2 PROP05ED ►mow �_�. •MA rye. �/� PARTIAL SITE PLAN - DEMOLITION SEGMENTED BLOCK RETAINING WALL JOCKEY ° w '., �-�� , ,:�,, Q- p� USE: VERSA-LOK RETAINING WALL SYSTEMS �. ; ---PROP. RET. WALL :.. _ --_ \~� _ VEL, 111 £"� ID TIER I. BASE LEVEL, B.O.W.® EL 10.0',T.O.W.0 EL. 12.3 w w A - `. ` 'MID 2 LIN FT REEK o MOP05M 5Y5TEM 15 3 TIER W/5TA6GERED WALL5 u'`• •• TIER 2: MID LEVEL,B.OW EL. 12.0',T.O.W ® EL.143' - `A PROP.PROP. RET. WALL, to fV w :. I I'E BASE LEVEL 1102 LIN FT (h 20 10 O 20 40 60 DO TIER 3: TOP LEVEL,B.O.W,a EL. 16.0',T.O.W,o EL.IB3 it ": tit.• 10 ,,,• �O \\ _ \...\ t GRAPHIC SCALE 1' = 20'-0' 5TORM WATER DRAINA6E SYSTEM: 10 \'`�\` b SDR35 ROOF RUNOFF DRAINAGE PIPE AND k x k , \ FT LU - 4' 5DR35 SHOWER DRAIN PIPE r��.: • PITCH TOWARD STORM DRAIN a Ya'/LIN.FT. (TYPICAL 2 LINE-5) /\ • PROPOSED DRAINAGE LINES SHALL BE 14 F fT T• / I �_ Ivp, \\� t \ \ SITE PLAN BASED ON ORIGINAL SURVEY BY: STACKED IN COMMON TRENCH -IUK LAND SURVEYOR,R KEIJNETH M.WOYCV s ROOF DRAINA6E AND SHOWER DRAINA6E k. LAWN PROFFESSIONAL LAND SURVEYIN6 AND DE516N CONVEYANCE ARE TO BE RLN IN SEPARATE L �� ;� x.• / �\ P.O.BOX 153 AQUEB06UE,N.Y.11431 PIPES INTO PROPOSED STORM DRAIN PROP i LA;t:: \ 5� � " / N E (631)248-1588 • RUN DRAINAGE LINES IN A MANOR WITCH 15 ��( -,r - �� EXISTING y DATE: 04-243-2021 LEAST DISRUPTIVE TO EXISTING TREE ROOTS \\Sp �� ` ;? '' �, j \ ' \ j Q' T _ , r W I I/2 STY FR ti \x, \ \ (�� v- 12 PROPOSED STORM DRAINAGE 5Y5TEM \ �-y O _ DWELLING TO REMAIN,NO WORK v ` (I) 10' x5'ED.STORM WTR LEACHING POOL W/ �Ig� � � E\ � \ � �� > � .,. ,�, I•� � - ID COVER,CONNEGfi/5-SHOWN O V W LA1tra �9D.55MT-FL-117 ___12- ---LEGEND- 3 > c, PROPOSED LMIP tIT OF. 5EE CALCULATION,TH15 DWG ` \� - , AREA:444 SF.�_ ` �\� •�7 n W �y „ t _ \ STORM WATER LEACHING POOL 1 C M L15ON NATHEL 000' 18 N fir`J C2 WITH SOLID COVER BELOW GRADE \� PROPOSED S.B. RET. WALL O O"\\��' ` ` '. ul' �ECI�\�i \ 4 \ �� 0 �49g TIER 3: TOP LEVEL, BOA.a EL r1.15', PROPOSED � Ro N STORM DRAIN -su so sv- �� `LAWN E P,AVEP / I•T \ 1 \ FESS10 P \ TD,W,B EL. 0 f54 LIN FT 0 TREES/LAND5GAPE - U F o > PLANTIN65 1 r IJ. o8 o STORM WATER FLOW ARROW 20 \ \ 1 1.4 `TK d .BT`REY T.BUTLER,P.E. Ry G EXISTING CONTOUR REMOVE AND REPLAGEMENT OF: PROPOSED / E;"a'., I l S EX.STONE/PAVER WALKWAY - 1 EX CONTOUR TO BE OC7 uRAVEL f AF 1 INo A �r��9 F' .r ZONE PERVIOUS 6RAVEL •• E3 W x t33 L6 t47 SOFT. REWORKED "'•••�6• •••• AND hlAltr'�JVE6'IPJE, I � ` $OQ DRIVEWAY WIDENING EX.WOOD 5TOOP/5TEP5 14 ` AE EL 6 m n J AHE- .. t4.25'W x tl5'LG, t32 SOFT. 1 D �� i:1J,��ES ZONE X Y ( ) �O � MOP05EP CONTOUR 1 ADDITIONAL AREA: t205 SOFT. �� \ ''.\ EX.EXTERIOR 51-IDl^ER ' �� .� � v EXI51%SPOT ELEVATION yr \ Aa .. t4W x t4'DP, X16 SQFT. TO ,N OF �.:'UTHOLD }- LL \ AS NEEDED TO ALLOW FOR PROPOSED \ fi PROP05ED SPOT ELEVATION x6.0 % CONSTRUCTION - < z O PIPE \ UPON COMPLETION OF PROP05EDf�T S 'I� K Ll z RETAINING WALLS,REIN5TALL/REE3JILD } 'Ti1 --I T EROSION CONTROL LEGEND: WALK5 AND STRUCTURES IN PLACE,IN KIIb U w O V p D SILT FENCE BARRIER +++++++ h ++ �s \ 1 '�i� "`^" -1�-u O Z z ~ [n } �o SEPARATION DISTANCE REQUIREMENTS oO �, \ �o ' LAW,ii%F - Z Ly LU O Q CL FOR STORMWATER LEACHING STRUCTURES \� r,�, a;. Il FALPHVI IIII_1 - STORM DRAINAGE CALC : W z (3 p AND PIPING (RESIDENTIAL): 20 VOLUME = AREA x RAINFALL x COEFFICIENT }j J ' RAINFALL = 4.0' = 0.33' (Y Q O HORIZONTAL SEPARATION DISTANCES FOR STORM r\\ / COEFFICIENT OF ROOF/IMPERVIOUS/STONE AREA = ID Q I.L. ? DRAINAGE L.EAG HN6 P00L5: COEFFICIENT OF LAND AREA =0.20 W O _j CNI PROPERTY LIFE =5'MINIMUM O Nf,.� \ �{ LLJ O O O BUILDMU BUILDINGS WTH CELLAR= 10 MINIM Z ..ti, `, EXJILDI%5 ON SLAB=T MINIMUM U.P PROPOSED AREA OF DTSTURBANCE: LU WATER SERVICE LINE)LATERAL5MAIH5 = 10'MIH `� �V /�I / 4�9b SOFT.(0.1055 x) TRIBUTARY AREA: AREA: 2365 S.F. m UNDERGROUND UTILITIE5=Y MINIMUM DWELLING ROOF AREA: 944 SOFT. CV I SANITARY SEPTIC TANK=20 MINIMUMO EXISTING 5TONE/PAVER WALKWAY, W (N 5ANITARY LEACHING POOL= 20'MINIMUM j (^ DD WOOD 5TOOP/STEP5 AND EXTERIOR 5HOWEIR: 144 SOFT. Q PUMP STATION =20'MINIMUM O V� i,i www.dignetnycli.com PROP-05ED 3 TIER RETAINING WALL FOOTPRINT. 322 5FT. AUG •• 2022 .S f P f,'ry I t I,Cl r( ,, U b.h�I, 50 MANHOLE=20'MINIMUM •O or TOTAL IMPERVIOUS AREA: 1410 SOFT. PRIVATE b'ELL5=50'MINIMUM 0 Q www.can8t t.com RETAINING WALIS= 10'MINIMUM `� hl, �,� �j t��i J'G7L'��lJ J I t�l( (for other states) CALCULATION: v I 11,2146F.x 0.167 x 1.0 = 23b SOFT. SiDuo}d Town ~ RIE-STORAGE TANKS i,'BELOW GROUND)-20 MIN. c e law,excavators and contractors working y reasons,homeowners are strongly CONTRIBJIIN6 LAND AREA: I)51 SOFT. Board of Trustees U By gin the For safety HORIZONTAL SEPARATION DISTANCE5 FOR 5TORM SITE PLAN PROPOSED five boroughs of New York City and Nassau and encouraged to call as well when planning any type CALCULATION: Suffolk Counties on Long Island must contact of digging on their property.Homeowners can LI51 S.F.x O.Ib�x 0.20 = 34 GU.FT. DRAINA6E"-LEACHING 5TRUCTURE-5OAKLAWN DigNet,1-800-272-4480 or 811,at least 48 hours contact us directly at 1-800-272-4480 or by calling PAGE WATER SERVICE LINE5/L.ATBZAL541AIN5=5'MIN but no more than 10 working days(excluding 811,the national call before you dig number.For = UNDERGROUND UTILITIES=5'MINIMUM RETAINING WALL REPLACEMENT AVENUE weekends and legal holidays)prior to beginning any excavation work completed on personal property, TL RUNOFF VOLUME REQUIRED 275 U1FT. I IImechanized digging or excavation work to ensure it is the contractor's responsibility-NOT the VERTICAL SEPARATION DISTANGES FOR STORM underground lines are marked.Excavators and homeownei's--to contact DigNet.Having utility U _ DRAINAGE LINES. w '&. �. v �- contractors can also submit locate requests online, lines marked prior to digging is free of charge. (I) 10'� X 5'LD.STORM WTR LEACHING POOL(SOLID COVER) Y -- through ITIC.If you do not currently use ITIC, WATER 5ERACE LINES=18«MINIMUM 20 10 O 20 u 40 60` b0 please call 1-800-524-7603 for more information. TOTAL RUNOFF VOLUME PROVIDED = 342 CU.FT. 5ANITARY WA5TE LINES=IB'MINIMUM 6RAPHIG 51-ALE 1' = 20'-0" WINEGT A5 SHOWN) THESE DRAWINGS AND AGCOMPANYING 5PE6IFIGATIONS, AS INSTRUMENTS OF 5ERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, Q I 2 IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PROPOSED PLANTIN6: PIN HOLES AND SLOTS FOR 3/4" PIN HOLES FOR • ALL DISTURBED AREAS LANDWARD OF CONTOUR 10 AND SEAWARD OF NON TURF 5ETBAGK WALL CON5TRL_TION VERTICAL WALL5 BUFFER 5HALL BE PLANTED WITH NATIVE 6RA55E5,5EE PLANTING 5GFEDULE • ALL D15UPBM AREAS LANDWARD OF NON-TURF BUFFER SHALL BE FINAL 14' SPLITTING GROOVE GRADED WITH TOP 501L AND HYDRO5EED. LAWN MUST BE ESTABLISHED PRIOR FOR HALF UNIT TO Tl-E REMOVAL OF SILT FENCE AND ALL EROSION CONTROL MEASURES 50'NON-TURF BUFFER LANDWARD OF MID TIER o o ' SOIL 5P OR 5W PER 1.1•ANGLE 5PLITTIN6 GROOVE FOR ASTM STANDARDS (TYP 3 TIER5) I FINISHED FREESTANDING WALL5 12'W FOOTPRINT J�� (WORSE CASE) T.D.W. 14.3' R 14 ' ��; y1f � � Ib' STRAIGHT PINNING SLOTS FOR r;I ti:t`1Ir�1 i .A r,'"i II , ,�la �1 t _rt,1�s,fM an .0 t � t 5PLIT FACE FREESTANDING WALLS NOTE: _ _ tir. �nL4,T�L ti, �ti, =-III---I I -- -Ill—III-1 GAP UNIT ADHERES TO TOP UNIT W/ MID TIER /�//�,-111=111-III=III=11-III=11 SII' f0 3 /��//� =- VERSAH..OK CONCRETE ADHESIVE � FINISHEq ��-III- -_ REINFOt�GED 501E • :. •••_ I I I (TYPICAL OF 3 TIERS) � � � , �A�� /� =11 �=111=COMPACTED G5SK OF I I I I � SEPARATION D15TANGE REO'MT5 _III" =III-I �n / MAXIMUM STANDARD FOR RETAINING WALLS: T.O.W. 12.3 --- �'pl' ��/�P�`�,(I ` �q c� I'�'1 Y �I i�I I 1=1 I1=1 I 1=1 PROCTOR DENSITY � " i't. '� N''J �{, I I��ITI ;T-111; VERSA-LOK UNIT 12 MINIMUM HORIZONTAL SEPARATION DI5TANGE5: BASE TIER i��/ -1 /�//�//�� /w� /�\/ -I /� =III �I_I 5RW5�� ti SIL „I=III UNIT DIMEN51ONS A. 5TORM DRAINS = 10'-O" - E (��.y FIN15HED /� 1- �i / i• 11 DE - >i/�! I -1I=1I_I 1�=1 �y��i��i��i� 5P OR 5th -111- IT SCALE: NONE B. CATCH BASINS, NON-LEACHING = 5'-0" Ifl� ,d �f� A� �! �� -1J=III-III=I -I =III=. i��i�i� /�/��C=III— G. SANITARY STRUCTURES (WATERPROOFED) = U p�p �I1 ' "�., ,tv �'ry ,)'� ll� ' �'r�, „ - wJ� `1)tl'�1��( �Jfli 11V11 Vlryi��!/1;11�,1`ailw� -- =_ -_ - �✓ �, III III III III I I /��i �i��i�11 /��•'� „ l i, " 1.1. E, • +, it 1'0 .I, r11C1 SRWS ILiil_1i —1 1-IIIII, i1i`i�%Ilt �u -III-III-III=1I SII V '' m 1 rII � � ; ��ITII j PLANTING SCHEDULE 5E6MENTED WALL LEVELING PAD NOTE AND REGUIREMENT5: T VERSA GRID SRW5- 1875 LS/FT -11 1 ��/i�/i�/i�/i� iii/i�%i�/i�/i�•I -I I_IPROPOSED 6RA55 AREA(MIX OF k4-40PHILA BREVILI6ULATA)BEACH THE LEVELIN6 PAD SHALL CONSIST OF WELL-GRADED NEM YORK STATE DOT APPROVED 6EO6RID REINFORCEMENT ^ N GRASS 2-3 GULMS PER PLANTING aOLE 12 O.G MAX.WITH PANIGUM (STATE=BLEND) RECYCLED CONCRETE AGGREGATE (RGA).RGA SHALL NOT EXCEED MORE F--�• - III Ill I TYP 2 LAYERS a 5'L-6(THI5 TIER) III VIR6ATUM)SWITGH 6RA%AT 2'-C'O.G.,2 GAL.CONTAINER). THAN 5%ERRONEU05 MATERIAL SUCH AS BRICK,CERAMICS,METALS,WOOD,6YMM,OR ^ V_ T'= iL1 M RMI -�_ �PPOP05M NORTHERN BAYBERRY BUSH(MYRICA PENSYLVANIGA) TO OTHER OROANIG MATERIAL. THE LEVELING PAD,ONCE PLACED,SHALL BE COMPACTED m E-11F-- I-I I1=1 I1_III- -1 1=ELI-III-I IJ1-lll -I -I I III -W-LII WITH A VIBRATORY COMPACTOR TO 45%OF OPTIMUM DENSITY. THE LEVELING PAD SHALL �p p 11 F-- :;1,11-11 -111. 111-111=11-n-III-1 -1I I- I -f I1-1I BE PLANTED AT A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). 0 5.0' MIN -111—Ii-11�I 1-I I1-111= AND OR PROPOSED BEACH R05E BU5H(ROSA VIRGINIANA) TO BE PLANTED HAVE THE FOLLOWING MECHANICAL GRADATION: W GRANULAR LEVELING PAD AT A MINIMUM 3 FOOT ON CENTERS GALLON CONTAINER). fh X (STATE BLEND), AND/OR PROPOSED BEACH PLUM BUSH(PRUNUS MARITIMA)TO BE PLANTED SCREEN SIZE PASSING LU U_ b'THICK x30' WIDE(MIN) AT A MINIMUM 3 FOOT ON CENTER,3 6ALLON CONTAINER). 1s 100% 40-100% X Z TYP OF 3,5EE LEVELING PAD (SEE PLANTING DETAIL,T1415 DWG) NOTE,THIS DWG %, 55-85� M� < O 04 40-55% h-'--I O = d) 08 30-45% LU d) #30 I6-21% �...,I Z SECTION 'A' - - X200 D-Ion � o THE MATERIAL SHALL ALSO ACHIEVE MAXIMUM DRY DENSITY OF NOT LESS THAN 145 1� m TIERED REINFORCED RETAINING WALL POUNDS PER S16N FOOT AT OPTIMUM MOISTURE METHOD WHEN LABORATORY IN ACCORDANCE w WITH ASTM DESIGNATION 01551-STANDARD TEST METHODS FOR LABORATORY COMPACTION CHARAGTER15TIG5,OF SOIL U51N6 MODIFIED EFFORT,LATEST. -j VERSA-LOK RETAINING WALL SYSTEM U NOTE: TOP LEVEL TIER 15 CONSTRUCTED IN A 51MILAR MANOR NOT TO SCALE F-+� EN61 R. FIR151-ED GRADE - Ne WOVEN WIRE FENCE(MIN. SYMBOL: ,<Q �•{ TPOSED . 50LLIID COVER 141/2 6AU6E W/MAX.6"MESH 5PACIN6) — x z — U LW GRAD 10'MAX.G 36'MIN.LENGTH FEWE PO5T5 DRIVEN o TO G. MIN 16' INTO GROUND. n ' LU �O 0� 493 ESSIONP� x u ," W HE16HT OF FILTER JEFF P.E. S ,` OPENING TO MATCH CASTING U5E0 = 16"MIN 13- � � W p v ij- w /' H-20 LOADM6 CONCRETE SLAB ILI I/ ,X % UNLL25 OT I ERW15E N01137 X �! k�y / ` ¢ _ z I r\Y^ /X 2'MIN PER5PEGTIVE VIEW36"MIN. FENCE P05T 1- 6 MAX WOVEN NURE FENCE(MN.14y,6A,U6E O = 1- v W/MAX.6"ME5FI 5PA6IN6)W/FILTER O v +L z ` GONSTRUGTION 5PEGIFIGATIONS } < DOWNSPOUTS 514ALL I. WOVEN WE FElICE TO BE FA5TI CLOT14 -1 < m BE 6'm 5OR-35 MIN 5EURLLl'TO FEZE POSTS RUTH WE TIE OZ O OR STARES."T5 MALL BE 5TE L ETIOZ STORM DRAINAGE TYP LEACHING �OPNH6z FILCLOTH TO'TYPE�"TO��A Tem F z UNDISTURBED ►'--' `� CD GENERAL NOTES LEACHTNG POOL NOTES z P SrM-L.RELY TTI HOVEN rulE FB�E WN TIES �D Q r� w O .t O p I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO SEPARATION AND CON5TRUGTION REOUIREMENTS ff SPACED EVERY 24'AT TOP AND MD 5EG110N 7— O LU FEN(E SOAU 13E STARTING OF WORK AND HE SHALL FAMILIARIZE HIM59-F WITH THE INTENT OF THESE I.MAINTAIN 10'SETBACK FROM ONSITE SANITARY b" 't-' b EESEI< RE,E2 I/2 GAUGE, GOMPAGIED SOIL r� z Q O �Q O PLANS AND MAKE WORK AGREE WITH SAME. %n EMBED FILTER GLOTH !yl _ LEACHING POOL. w� 3. W+e1 TI•10 SECTIONS OF flL1�CLOTH ADJOIN 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL CODE(IRC 2015)AND w EACH oTrEfz THEY SHALL BE ova tat'Fl3D A MIN.OF b'IN GROUND. 14 , ? E � W 2.MAINTAIN 5 SETBACK FROM SANITARY SEI-ER PIPE. ,� Q < O D_ ALL RUES AND REeULATTONS OF THE TOWN OF SOUTI-IOLD. 3.MAINTAIN SETBACK RE074NTS FROM ALL UTILITIES. BY 51X IHCk[5 AM FOLDED. FILTER CLOTH I-- W ?� � D_ 3. IF IN THE COURSE OF GON5TR11GTION A CONDITION EXISTS WHICH D15AGREE5 WITH THAT 4.MAINTAIN 10'5ETBACK FROM BUILDIN6 " SHALL BE EITHER FILTER X,MIRAFI IOOX SECTION VIEW W LY Z p Q STABILINI TI44N,OR APPROVED ExAL- A5 INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY 1TTE 10'DIAMETER 3'-0'TYPICAL [� � W - ENGINEER.SHOULD HE FAIL TO FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK, FOUNDATION. 4. PREFABRICATED UNITS SNAIL BE 6EOFAB,ENVFZOFENCE,OR AWP42vEO EQUVALENT. _ W } .. HE SHALL ASSUME All RESPONSIBILITYLTFOLWAND LIABILITY AW51NG THEREFROM. 5.SANITARY MN55 MAY NOT BE USED. MINIMAL AMOUNT 5. MAINTBW46E SHALL BE PSTDRIED AS NEEDED AND MATERIAL F01OVEP WEN LY Q O 6.ALL PRECAST CONCRETE 5TIRUGTURL5 MUST MEET 4"MIN OF EXCAVATION. ' 'DEE-OP IN THE SILT FENCE. Q, Q LL 4. GRADING AROUND EX CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO �� DEZ _ LL to AGI CODE AND SPECIFICATIONS. � � � N EXI5TIN6 6RADE. 1.MINIMUM 28 DAY COMPRESSIVE STRRE3NGTH OF 4000 WAl1-THICKNESS 3 COLLAR 5. ALL FOOTING5 SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 CONT106tk REINFORCEMENT CLEANBANKFSL TO BE Z Z W 1- O Q O P51 CONCRETE PRIOR TO INSTALLATION. 6x12-10GA t^Wd GLEAN SAND OR TONS PER SOFT.AND SHALL HAVE A MIN MUM OF 6'-0"OF COVER. U.S.DEPARRIENT OF AGRICULTURE W 3 v LL N 8.ALL STRLIGTIJRES MUST BE MANUFAGIUR®AS AN ASTM A-185 SA WRUN SILT 0 LL O + b. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE AGI CERTIFIED PLANT,A COPY OF CERTIFICATION NATURAL�S-��GONSERVATIOW SERVICE � � to � N m ENGINEER HA5 NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OB!5ERVATION5 OF MUST BE ON FILE WITH THE TOM. I NEW YORK STATE DEPARTMENT OF EWIROWhEiTAL CONSERVATION o t FENCE Iv N N T HE GON5TIRUGTION. NEW YORK STATE SOIL f WATER CONSERVATION COMMITTEE w N LLI U k O o 0-T`,N YT,01Y �I r"Na N AT ww v.dignoernycli.com o NC�.,v YL r L�IY � INa��,'NI� www.dlgnetnycli.com Z °r ! !� www.ca11811.com 800-212-4 }80 1 81 I (far other states) ry I q' I CONCRETE 800-212-4480 1 811 (o otherr st t s) I Oo p GRDl1NDWAl13R FOOTIUS RING yq I" By law,excavators and contractors working in the five For safety reasons,homeowners are strongly By law,excavators and contractors working in the five For safety reasons,homeowners are strongly AUG boroughs of New York City and Nassau and Suffolk Counties encouraged to call as well when planning any type of 6 PENETRATIOR INTO boroughs of New York City and Nassau and Suffolk Counties encouraged to call as well when planning any type of on Long Island must contact DigNet,1-800-272-4480 or 811,at digging on their property.Homeowners can contact ACCEPTABLE on Long Island must contact DigNet,1-800-272-4480 or 811,at digging on their property.Homeowners can contact least 48 hours but no more than 10 working days(excluding us directly at 1-800-272-4480 or by calling 811,the DRAINAGE MATERIAL least 48 hours but no more than 10 working days(excluding us directly at 1-800-272-4480 or by calling 811,the weekends and legal holidays)prior to beginning any national call before you dig number.For excavation weekends and legal holidays)prior to beginning any national call before you dig number.For excavation Southold Town mechanized digging or excavation work to ensure underground work completed on personal property,it is the mechanized digging or excavation work to ensure underground work completed on personal property,it is the Board of Trustees lines are marked.Excavators and contractors can also submit contractor's responsibility--NOT the homeowner's--to STORM DRAINAGE LEACHING POOL DETAIL lines are marked.Excavators and contractors can also submit contractor's responsibility--NOT the homeowner's--to locate requests online,through ITIC.If you do not currently use contact DigNet.Having utility lines marked prior to locate requests online,through ITIC.If you do not currently use contact DigNet.Having utility lines marked prior to ITIC,please call 1-800-524-7603 for more information. digging is free of charge. 5GALE-V=1'-0' ITIC,please call 1-800-524-7603 for more information. digging is free of charge. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARGHITEGT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, Q f 2 IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT.VISUAL GONTAGT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. •' V • 111 / •• a 'i.�� L t.. ♦+ �_ _ ^\ �1_"' 777"' � ��at_ y L a - .� �� i' 7t+�k � �._w�_,. ,� • � � � ` ` ;�.� x it�l•, Jr lit IM Ow "� c' ,�. �;� �y�(� #ter -�J,..�•. .�• it,�� .r Y� ///i. .�•. -.. •; At-15 \.7t "41` . •-1-.,, - r�.? _ �. r.. =+1r•� may,' ,�� 5� Y s � � ,r • i' ,:tom �►� ..^!� � ` � -• '. i —��1 � -\�_a.. � .S �.��*ijs�,�"�y�/Sy a.rt',i'2�• .e..cy�� 1.,.:,_ �e� �. �•�� „ � •t�- i ` f v `' Y •!• ' � ; •�r' _ ,� �► _ 9% 7 /2022 _10x . 16' . I-N .r •` + �• Pal It w' fir, f�y,.` • �, . ;fill, .:�"i •�` f j • !' ,a �' � i•�'• '� �' ' � 4�,�.�• r M ,''•� •,mac r. {{• .AA* 40 P-)/7/22.' s Avenue,Southold 1000-70-4-18 � ifs r 'i/• e ri •rar:r . :' '•• jfo dim t. .Jr+ i� yy.• `, r Y �.[' 4 ••• LL .� ��'/. + r•• ' / .1 1 f Jrk I fir. , Ilk • 1. .� �+ � _ ' m � / e I ,(�i • .. 'S ,�" .•r '�' �, :± .' `� ,,,#'► •'�� _ . tip -TO 74- 49 Of ,.- + ',ter. '.•,/.r �! '' -/ .•• + ;.• .. M \ c • �i . r Town Hall Annex Glenn Goldsmith,President0��5� U(kCOG A.Nicholas ICrupski,Vice President y� 54375 Route 25 Eric Sepenoski y ,? P.O.Box 1179 Liz Gillooly �y • 0��'` Southold,NY 11971 Elizabeth Peeples � �0 Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field.Inspection Report Daterrime: tip. Completed in field by: E1;zAe4 Pee g1,jr S En-Consultants on behalf of EVAN GEOFFROY requests a Wetland Permit to remove and replace approximately 165 linear feet of existing tiered wood retaining walls with a three-tiered retaining wall system, consisting of an approximately 102 linear foot long base level retaining wall, an approximately 112 linear foot long mid-level retaining wall, and an approximately 54 linear foot long base top-level retaining wall, each to a max. height of 2.3 feet; remove 8", 12", and 18" oak trees on west side of dwelling for removal and replacement of retaining walls; establish proposed grades between/landward of new retaining walls with approximately 12 cubic yards of clean sand/loam fill to be trucked in from an approved upland source and planted with native vegetation; plant six (6) trees landward of top-level retaining wall; remove and replace in-kind/in-place existing 3'x33' stone paver walkway, 4.3'x7.5' stoop/steps, and 4'x4' outdoor shower; install stormwater drywell for outdoor shower and roof runoff; and widen existing pervious gravel driveway by approximately 205sq.ft. Located: 2505 Wells Avenue, Southold. SCTM# 1000-70-4-18 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: ✓ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith V/"*'N. Krup ki VE. Sepenoski VL. Gillooly Peeples I S.C.T.M. NO. DISTRICT: 1000 SECTION: 70 BLOCK: 4 LOT(S): 18 D E C E ' y AUG - 5 2022 TIDAL WETLAND BOUNDARY AS yy ;� Southold Town DELINEATED BY EN-CONSULTANTS �y�, p ( ! F s Board ofTrustees NOV. 1, 2022 tD f 2 !.� l, a o 14ND1929 FJ� \ ZF �� \ ��• dll•IW!1WRK � S'o 12 6 LAND N/F OF i 14 \ l ALLISON NATHEL \ i PIPE 0' X.4-p- 3 y� \\\ � '4-p- 1 SU('F 12 ero�uc 18U1K/ \2 14 1/z 1 10 �''.. TIDAL WETLAND BOUNDARY 14— ° n. p snNc': : DELINEATED BY 1.01Su 1 ti EN-CONSUTLANTS NOV. 01, 2021 �8� � � / QPS� 'oN'.•75.3%::'•:•:�'.�.�': WALKOI/r � c \ \ PAVER C \ PATIO \ M N. \ UP ,y GRAVEL DRNEWAY ' I STKLAM All \ Ile � \ A.; � . .. \ � ` joy PIP \ \ \ y �5'>0 ' \ 000, 1 LAND N/F OF Gt. J RALPH VMNETTO _ 26 A 9 �oSa�OQ / REVISED 07-29-22 S 6 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL V 00, LOCATIONS SHOWN ARE FROM RELD OBSERVA77ONS MON. � FEMA MAP#36103CO166H AND OR DATA OBTAINED FROM OTHERS AREA:27,787 S.F. or 0.64 ACRES ELEVAAON DATUM: NAVD88 UNAUTHORIZED ALTERAAON OR ADD177ON 70 THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA770M LAW. COPIES OF 771IS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UI70N LISTED HEREON, AND 70 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR 70 GUIDE 7HE EREC77ON OF FENCE$ ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS OAKLAWN AVENUE AND/OR SUBSURFACE STRULYURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREINISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: EVEN GEOFFREY,• MAP OF. FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: BNY MELLON; SITUATED Ar. SOUTHOLD TOWN OR SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M NOYCHU% LAND SURVEYING, PLIC 011 Professional Land Surveying and Design �+ P.O. Boz 159 Aquebogue, New York 11931 FILE #221-63 SCALE:1"=30' DATE:APRIL 28, 2021 N.Y.S USC NO. 050882 PHONE (891)298-1588 FEB(831) 298-1588 TO BE REMOVED k. \ / ZONE REMAINS OF DILAPIDATED s t= 77777777777 TIMBER RET.WALLS/STEPS AS DELINEATED BY EN-GONSUTLANTS -f. `_ t•. LO \ \ ON NOV.OI,2021 51TUATE AT: 2505 WELLS AVENJE,SOUTHOLD,N.Y. ^Y: y , =�•; ; M:"ARKTOWN OF 5OUTHOLD 12"JAK — SUFFOLK COUNTY KEW YORK esu �_ �� \ JOCKEYSGTM NO. loco-is-o4-18 PIPE ti�a`? y Tva Iz3ZONr XT b �� \ %I, SITE DATA: EXISTING: PROPOSED: t° ' ''•`�' _' ` . r� ,N..J,var BW 10.3 CREEK AREA of SITE: M�• R` . \ 21,787 50.FT. NG. \ TW 15 2� TW 13.1 BW III \� \� �T��. �G. (OM ac) (, IOC _8W 13.7 - 1 rwi3b. TH 15.6 �, '_ �. ti •e s#., v"b. +' r, - t. BW 132 �. TMPORTED FT-,L RE UTRED: =�f" B IEGT F IB"OAKBnJ 6.0 k sHN ' f-CONTOUR TO BE / WNTRAGTOR TO AWIRE... °JAI;...• /ry .Y. `,16 PROPERTY. v J R®IRfGTB7 r, , \ �\ 12 CU.YD5.OF GLEAV RATEABLE FILL(5D OR SP PER A5TM)FROM AN 12; '; G 'kREMOVE EY lvp ' /r:!\. -t 4 , 14"0,1 5TC ` APPROVED UPLANDSOl1RGE FOR THE PURPOSES OF OBTAINING GRADE -; -- � // "%/ 8',12 EIS \ \ \ ELEVATIONS LANDWARD OF PROPOSED RETAINING WALLS. _ - - / OAK TREE5 14 j l0 \ - i :. 4 REMOVE APPROX.32 OF EXI5TIN6 FEHGING NOTES: EXISTINGCONTRACTOR RESPONSIBLE FOR NOTIFY DI6NET PRIOR TO ANY \ \ ,..«, w I I/2 STY FR EXCAVATION. ... a°oAI DWELLING C \ 2. SEE DING NO-2 FOR STORM DRAINAGE STRUCTURE/COMPONENT _- TO REMAIN,NO WORK f ` c, DETAILS AND REQIUIREMENT5. BSMT FL II.1' \T \ 3. SEE 5EGTION'A'AND PLAN IN6 SCHEDULE ON DWG N0.2 FOR PLANT - ,x,'- *"� Ti AREA:444 SF. PICKS AM PLANTING REQUIREMENTS FOR DISTURBED AREA - „� `' •� m --- — '_ EYIrT. �.. 51 EA.f C EL(.•4n0T d \ PAVR E�:.FAVEP ri PATIO Y FPI \ Ir 14 \ / TIDAL WETLAND BOUNDARY AREA �✓�n s -> ZONE A5 DELINEATED BY EN--'- ON n/ Tr 1 AE (EL C) �� ON NOV.01,2021 PROPOSED EROSION CONTROL MEASURE W m X _ _ 1 ZONE X ��' / INSTALL SILT FENCE BARRIER AS SHOWN, < �. •,r ' MAINTAIN UNTIL CONSTRUCTION IS COMPLETE X Z u- `~' O� SEE DETAIL,DWG No.2 O PROPOSED �_ Qy O,Ir M MA ,, Z°w -,> RK\L m Q O PARTIAL SITE PLAN - DEMOLITION SEGMENTED BLOCK RETAINING WALL \ � \� JOCKEY ° w USE: VERSA-LOK RETAINING WALL SYSTEMS \ ., -(_'` \ 7�,s '~�;-:�� PROP. RET. WALL Q-- p/ PROP05M 5Y5TEM 15 3 TIER H/5TAG6ERED WALLS ` - v' -�,;�µA �` � AMID LEVEL, M2 LIN FT O TIER I: BASE LEVEL, B.O.W.® EL 10.0,TOLL® EL. 12.3 �_F5; CREEK = O M TIER 2: MID LEVEL,BOLT.@ EL. 12.0',T.O.W.@ EL.14.3' r IrE I �- ", J nAr '+H PROP. RET. WALL, �fl nl ,, >. BASE LEVEL,1102 LIN FT 20 W..._ .. 10 O 20 � 40 60 80 TIER 3: TOP LEVEL,B.O.W.o EL. 16.0,T.OA o EL.18.3' It"c AI r' ` 10 _ C(� 6RAPHIC SCALE 1' = :201-0- 1 � 10 ,4 A STORM WATER DRAINAGE SYSTEM: Io '` U, ^ \ \ �/ • 6"SOR35 ROOF RUNOFF DRAINA6E PIPE AND ` `; k x k -I 4 SDR35 SHLU OWER DRAIN PIPE `- k k = _ k N �•X X , , \ r� {-_ • PITCH TOWARD STORM DRAIN B Ya'/LIN.FT. ��t�' �•,�••>r / .��T�� k*. .�'` � ��;�, ,\ � � Pvv�� F-'� (TYPICAL 2 LINES) Ea' • PROPOSED DRAINAGE LINES SHALL BE 11 1 z STACKED IN COMMON TRENCH \ SITE PLAN BASED ON ORIGINAL SURVEY _L ROOF DRAINA6E AND 5HOWER DRAINA6E KENNETH M.WOYGHUK LAND SURVEYOR,PLL(. CONVEYANCE ARE TO BE RUN IN SEPARATE \ 2� 1 s , LPWN l J W IA PROFFE5510NAL LAND 511RVEYIN6 AND DESIGN PIPES INTO PROPOSED STORM DRAIN PROP` a / � ) / \ v> \ ✓ e /�\ ENGINEER: P.O.BOX 153 A�QUEBO6UE,N.Y.11431 10 \ .�.\ • RUN DRAINAGE LINES IN A MANOR WITCH IS r \ O (631) 248-1588 n DATE: 04-28-2021 LEAST 1215RUPTIVE TO EXISTING TREE ROOTS—�'�~\\gp �D n Q EXISTING 2 � w I I/2 STY FR � � \ ,`Q- � PROPOSED STORM DRAINAGE 5 SYTEM �%y ,O .' . ` DWELLING % \ j �` Cl TO REMAIN,NO WORK L 6 \ � (I) 10'0x5'E.D.STORM WTR LEAGHIN6 POOL W/ I�,� O Eppy v ,-1_ * c �J k -LEGEND- D-COVER-,-GONNEGfi�5--51.10 PFLEI WA-0��i}1TFLII.T \� SEE CALCULATION,THI5 DWG \ ARI=A:444 5F, c \ ' J PROPOSED / LAPID W OF ` � �� m STORM WATER LEAGHIN6 POOL I i, ALLISON NATNEL lu \9 I.I 25.3' z JVA��- r-�. - r�.7 WITH SOLID COVER BELOW 6RADE ��_ PROPOSED 5B. RET. WALL O O`"\��' / w; CE_caF �\ SOA 7349 �O TIER 3: TOP LEVEL, rr { —sv so sv— B.0A o EL 17.-15', \��y PROPOSED l`LAwN Ex.P\EP \ , �� ROF 10NP STORM DRAIN \ . ESS TA.W,6 EL. 0 64 LIN FT \,� BEES/LANDSCAPE. FATI� r \ 0 0 STORM WATER FLOW ARROW �� 20_ -, UP O % PLANTINGS . .LAWN 1 1 �.NI app ,g�EY T.BUTLER,P.E. 5TK =' t7 0 - 3 . Fi G EXI5TIN6 CONTOUR �` REMOVE AND REPLACEMENT OF: C a M 6 Q PROP05ED /' EXIS INr j O EX GONTOU2 TO BE �O „� -- EX.STONE/PAVER WALKWAY ZONE REWORKED b "� PERVIOUS GRAVEL �'�, c P -1'A.FI:I1U ." t3 K x 03'1_6, 1:47 SOFT. °QO DRIVEWAY WIDENING \ Allr'11ANEu,ERIN: Ex.WOOD 5TOOP/STEP5 I ` » APIA .. t4.25'W x t75'L6, t32 SOFT. b'1 ^� AE (EL 6) PROPOSED CONTOUR ( � ADDITIONAL AREA: 1205 SOFT. 1 IAC ZONE X O v y� 0' /• •• EX.EXTERIOR SHOWER n lfl EXISTING SPOT ELEVATION .c� \ AO' / t4'W x f4VP, tI6 SQFT. l !� PROPOSED SPOT ELEVATION xb.0 AS NEEDED TO ALLOW FOR PROPOSED z O \ CONSTRUCTION y D E C E tl E < Z dJ 0 }- PIPE ' UPON GOMPLETION OF PROP05ED \ RETAINING WALLS,R.EIN5TALL/REBUILlD 1 -47 F,ROSTON CONTROL LEGEND: �T / HALK5 AND 5TRUGTURE5 IN PLACE,IN KIND kb LU OZ 4- � } D SILT FENCE BARRIER ` Y � \ AUG - 5 2022 O z Z � } �o Z0C) 7- 0 O N N t h LANG N/F OF Southold Town LLI W D c� PALFII VIVINETTf k c rd . Trustees IX SEPARATION DISTANCE REQUIREMENTS �\ � �, � � � MO AL � FOR 51ORMWATER LEACHING 5TRUGTURES �' / la STORM D R A I N A Q' z g p < AND PIPING (RESIDENTIAL): r 20 VOLUME = AREA x RAINFALL x COEFFICIENT HORIZONT SEPARA ION DIS \ / RAINFALL = 4.0' = 0.33' Q LL Z AL T TANGES FOR STORM `c COEFFICIENT OF ROOF/IMPERVIOUS/STONE AREA = 1.0 DRAINME II FAC HN6 POO 5; Qc W _V N PROPERTY LINE =T MINIMUM ° GOEFFIGIE�IT OF LAND AREA = 0.20 W Z O Q O BUILOW-6 WTH CELLAR= 10'MIMMJM 'Fv / \- \ U.P. PROPOSED AREA OF DTSTURBANCE: W V LL Q N BUILDING ON SLAB=5'MINIMUM 1" 1 � (� � TRIBUTARY AREA: AREA: 2,365 S.F. HATER 5ERVIGE LINE/LATERAL5/MAIN6 = 10'MIH l� , / 4�i6%FT.(0.1055 CIO O ry m UNDER6ROUND UTILITIES=5 MINIMUM \_ r \ O DWELLING ROOF AREA: 944 SQFT. SANITARY SEPT( TANK=20'MINIMUM { Q`Q EXISTING STONE/PAVER WALKWAY, LLI c�V LL_ O G,U WOOD STOOP/STEPS AND EXTERIOR SHOWER 144 SOFT. ((� O SANITARY LEACHING POOL = 20'MINIMUM �- O J 9 or Y PROPOSED 3 TIM RETAINING WALL FOOTPRINT, 322 SFT. O f PI�''14 �! '. �rl $,nl IU�7./�l www.digiietiiycli.com cli.com PUMP STATION = 20'MINIMUM \ �' �` S � � �I :� MANHOLE=20'MINIMUM \ '�O, TOTAL IMPERVIOUS AREA: 1410 SQFT. PRIVATE I^ELL5=50'MINIMUM Q � [�O Q wor other stat1.es) Z � yq � 8C�0"L�G"��80 I VII (for other states) CALCULATION: �RETAINING WALL5 = 10'MMMUM - pt, 11 � 1214 S.F.x 0.161 x IA = 236 SOFT. O O < FUEL STORAGE TANKS(BELOW 6ROUND) - 20 MIN. \ ' Bylaw,excavators and contractors working in the For safety reasons,homeowners are strongly GONTRIBI LAND AREA: I)51 SOFT, v SITE PLAN PROPOSED five boroughs of New York City and Nassau and encouraged to call as well when planning any type CALCULATION: HORIZONTAL 5EPARATION DISTANCES FOR STORM \ Suffolk Counties on Long Island must contact of digging on their property.Homeowners can DRAINAGE NON-LEM..,HIN6 5TRllGTURE5 DiINet,1-800-272-4480 or 811,at least 48 hours contact us directly at 1-800-272-4480 or by calling 1,151 S.F.x 0.161 x 0.20 = 34 UU.FT. P /\ O E MATER SERVICE LIt�SMTERALS/MAIN5=5'MIN RETAINING WALL REPLACEMENT OAKLAWN but no more than 10 working days(excluding 811,the national call before you dig number.For TL RUNOFF VOLUME REQUIRED = Z15 CUFT. f- UNDERGROUND UTILITIES=5'MINIMUM weekends and legal holidays)prior to beginning any excavation work completed on personal property, AVENUE mechanized digging or excavation work to ensure it is the contractor's responsibility--NOT the underground lines are marked.Excavators and homeowner's-to contact DigNet.Having utility _ VERTICAL SEPARATION DISTANCES FOR STORM cortractors can also submit locate requests online, lines marked nor to digging is free of charge. I)MNA,6E LINES, { 9 p 99 9 9 (1) 10 ) x 5 LD.STORM HTR LEAGHING POOL(SOLID COVER) i through ITIC.If you do not currently use ITIC, WATER 5ERMCE LINES=IB"MINIMUM20 10 O 20 40 bo w- 80 please call 1-800-524-7603 for more information. TOTAL RUNOFF VOLUME PROVIDED = 342 UUFT. SANITARY WASTE LINES=IB"MINI" 6RAPHIG SCALE 1' = 20'-0.. (CONNECT 1615 SI-IOW^W THESE DRAWINGS AND AGCOMPANYING SPECIFIGATION5, AS INSTRUMENTS OF 5ERVI6E, ARE THE EXCLUSIVE PROPERTY OF THE ARGHITEGT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, Q I 2 IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PROPOSED PLANTING: PIN HOLES AND SLOTS FOR 3/4" PIN HOLES FOR • ALL DISTURBED AREAS LANDWARD OF CONTOUR 10 AND SEAWARD OF NON TURF 5ETBAGK WALL GON5TWJGTION VERTICAL WALLS BUFFER SHALL BE PLANTED WITH NATIVE 611 SEE PLANTING 50-EDULE • ALL D15TURBED AREAS LANDWARD OF NON-TURF BUFFER SHALL BE FINAL SPLITTING GROOVE 6RADED WITH TOP 501L AND HYDR05EED. LAWN MUST BE E5TABLISHED PRIOR 14" FOR HALF UNIT TO THE REMOVAL OF SILT FENCE AND ALL EROSION CONTROL MEA5URE5 0 0 5A'NON-TURF BUFFER LANDWARD OF MID TIER 5PLITTIN6 6ROOVE FOR SOIL 5P OR 5W PER • FREESTANDING WALL5 7.1 ANGLE ASTM STANDARDS FINISFED (TYP 3 TIERS) I� Ib" STRA16HT PINNING SLOTS FOR 12WPFOOTPRINT T.O.W. 14.3' — II � � � VJ Q�� -� "� SPLIT FADE FREE5TANDIN6 WALLS AA .LA.✓t NOTE: -_ GAP UNIT ADHERES TO TOP UNIT W/ t03' 1 MID TIER �� -111=11! III-11 LI 1 I-III-III-I VERSA�OK CONCRETE ADHESIVE ~ !i// -1�I- REINFORCED SOIL :o o (TYPICAL OF 3 TIERS) II ^� FINISH i �I I(=1��I II�COMPACTED a5�OF II II SEpA(�P,TION DISTANCE REQ'I ! ' 4 a'�,' " , ' // �I C-III-I I1=MAXIMUM 5TANDARD� FOR RETAINING WALLS: cv + I1.b f 12 W T.O YJ. 123'--- �!! it" 1 ' I ( ! g lhl l�ll� �I I-1 I1=1 1=1 PROCTOR DENSITY II 11 lI 111=-I -' VERSA-LOK UNIT MINIMUM HORIZONTAL SEPARATION DISTANCES: r �/�r��it� __ A. STORM DRAINS = 10'-0" ,� BASE TIER %�49, I1=111=1I 1=-I 1=111��i/��/i��/i��/i ��/T�/i;�/i?�/i��i=11 )! UNIT DIMEN51ONS //� l-IIT==1I SRw5�� !jD 501L,,� I � B. CATCH BASINS, NON-LEACHING = 5'-0" • FINISHED /�. II{-1I�*f!j= !-t� }5/�//��/��/ �r SCALE: NONE U Q a i DE �i/�r 111 III=III=LI I1= y��i/��i/��iT. `�'OR5H► -__ - G. SANITARY 5TRUGTURE5 (WATERPROOFED) _ • s hQ P �h� i/ -J11= =JJ1I =1II�,�r��r�i�i �"X��/\\%II- I ,�'�Il I �1 ,!' II -111_111-II 1I -1 10'-0" a t ' i,� �" �� II�.•,�;�� `n �r�pn li;�.ti• 'ii V,l'� i, �11t lr�r =1 = -- --- l_ -ill-ii��/i�/i��i�!i\< �� l=I I= til l ill l r='=-11,1 -III l 1,1 1 1 1,l 1 lI 1 1 -I ! I I,1R�q SOIL ii/�i,_ - L - - PLANTING SCHEDULEFGMENTEDALL LEVELING PAD NOTE AND REQUIREMENTS: w I_I I VERSA GRID SRW5 - 075 LB/FT - . �. PROPOSED 6RAS5 AREA(MIX OF AMMOPHILA BREVILI6U-ATA)BEACH THE LEVELING PAD SHALL CONSIST OF WELLfiRADED NEW YORK STATE DOT APPROVED -I J L'�/�i� /� �i�/i�%i�//�/i�• -1 I I STATE BLEND) RECYCLED GONGRETE AGGREGATE(RGA).RGA SHALL NOT EXCEED MORE / / / / / / / 6EOGRID REINFORCEMENT �I_��/ / GRASS 2-3 GULMS PER PLANTIN6HOLE 12" O.G MAX. WITH PANIGUM ( =1 I L''.I.==1 %�//�� /��G 1 I-1 TYP.2 LAYERS®5 L6(THI5 TIER) VIR6ATUM)SWITCH GRASS AT 2'-D'OL.,2 GAL.GONTAINEW. THAN 5% ERRONEU05 MATERIAL SUCH AS BRICK,CERAMICS,METALS,WOOD,6YP5UM,OR �, 1L OTHER ORGANIC MATERIAL. THE L..EVELIN6 PAD,ONGE PLA(ED,SHALL BE COMPACTED m III=11_-_I_LI LU=III =1L 111 III= LI -I --III =III; "1=ll1=11 1 1=-til- ,- AtV PROP05E0 NORTHERN BAYBERRY BUSH(MYRICA PEN5YLVANCA) TO BE PLANTED AT A HIM"3 FOGT ON CENTER 0 GALLON CONTAINER). WITH A VIBRATORY COMPACTOR TO 45%OF OPTIMUM DENSITY. THE LEVELIN6 PAD SHALL :III- III-=1 I_=1 I I- --III-I = !-1 =1 �l I i I-III-I HAVE THE FOLLOWING MECHANICAL GRADATION: III=1 EVAN GEOFFROY,2505 WELLS AVENUE,SOUTHOLD ,5 Jrtv i" _s 4 �f '�.r,�� _`Q`"��— Y�� - .`LTi �'• .a + . 's Figure 1. Looking northwest at northeast corner of dwelling and location of easterly end of proposed base-level and mid-level retaining walls. y�' r Figure 2. Looking south at north side of dwelling and locations of existing retaining walls to be removed and replaced with new base-level and mid-level retaining walls;and at stoop/steps and outdoor shower to be replaced. a v _ � a:'_ r j� '�•r'• � � t. fir.. i' r '` - y� � ILA 14 to lir. k eY E I rac 41 �•/ r �� AI 441 77 MI ,fie f..-t :�. '. �:"�.. � _ �{•' �<�. �__,,,,..r"• __ ,� - ti OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �" P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Z Telephone: 631 765-1938 � LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM Tow Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 13, 2022 Re: LWRP Coastal Consistency Review for EVAN GEOFFROY SCTM# 1000-70-4-18 En-Consultants on behalf of EVAN GEOFFROY requests a Wetland Permit to remove and replace approximately 165 linear feet of existing tiered wood retaining walls with a three-tiered retaining wall system, consisting of an approximately 102 linear foot long base level retaining wall, an approximately 112 linear foot long mid-level retaining wall, and an approximately 54 linear foot long base top-level retaining wall, each to a max. height of 2.3 feet; remove 8", 12", and 18" oak trees on west side of dwelling for removal and replacement of retaining walls; establish proposed grades between/landward of new retaining walls with approximately 12 cubic yards of clean sand/loam fill to be trucked in from an approved upland source and planted with native vegetation; plant six (6) trees landward of top-level retaining wall; remove and replace in-kind/in-place existing 3'x33' stone paver walkway, 4.3'x7.5' stoop/steps, and 4'x4' outdoor shower; install stormwater drywell for outdoor shower and roof runoff; and widen existing pervious gravel driveway by approximately 205sq.ft. Located: 2505 Wells Avenue, Southold. SCTM# 1000-70-4-18 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 upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and 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: Honorable Lori Hulse, Attorney John G. Stein,Chairperson 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., September 7, 2022 the following recommendation was made: EVAN GEOFFROY to remove and replace 165 If. of existing tiered wood retaining wall with a three-tiered retaining wall system consisting of an approx. 102 If. base level retaining wall, an approx. 112 If. mid-level retaining wall, and an approx. 54 If. base top- level retaining wall, each with a max. height of 2.3'; remove 8",12', and 18" oak trees on west side of house for removal and replacement of retaining walls; establish proposed grades between/landward of new retaining walls with approx. 12 cy. of clean sand/loam to be trucked in from an approved upland source and planted with native vegetation; plant 6 trees landward of top-level retaining wall; remove and replace (inkind/inplace) existing 3'X 33' stone paver walkway, 4.3'X 7.5' stoop/steps, and 4'X 4' outdoor shower, install stormwater drywell for outdoor shower and roof run-off; and widen existing pervious gravel driveway by approx. 205 sf. Located: 2505 Wells Ave., Southold. SCTM#70-4-18 The CAC did not make an inspection, therefore no recommendation was made,. Glenn Goldsmith,President ��aF sol!/) � Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooiy --- - cro ae Telephone 1) 76 -65-1892 Elizabeth Peeples__-- � � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only E- 0 Coastal Erosion Permit Application D E C E ' M Wetland Permit Application Administrative Permit AUG - 5 2022 /mendment/Transfer/Extension RReceived Application: T 22— eceived Fee: $ Z5O, Southold Town ✓ Completed Application: Board of Trustees Incomplete: SEQRA Classification: Type 1 Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): WRP Consistency Assessm nt Form Sent: ..-.Referral Sent: VIA Date of Inspection: Receipt of CAC Report: echnical Review: Public Hearing Held: Z7 •2 Resolution: Name of Applicant Evan Geoffroy 1 Arden Street,#314 Address New York,NY 10040 Phone Number: 6461 872-8703 Suffolk County Tax Map Number: 1000 - 70-4- 18 Property Location: 2505 Wells Avenue,Southold (property is located on east side of Wells Avenue,+/-675'south of Jernick Lane) (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 Board of Trustees Appiica-tion GENERAL DATA Land Area(in square feet): 27,787 sf Area Zoning: R-40 Previous use of property: Residential,one-family dwelling 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 Permit#2047 August 28, 1985 Southold Trustees Permit#6871 May 21,2008;amended March 18,2009 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): Remove and replace approximately 165 linear feet of existing tiered wood retaining walls with a three-tiered retaining wall system, consisting of an approximately 102 if base level retaining wall,an approximately 112 if mid-level retaining wall,and an approximately 54 if base top-level retaining wall,each with a max.height of 2.3 feet;remove 8", 12",and 18"oak trees on west side of house for removal and replacement of retaining walls; establish proposed grades between/landward of new retaining walls with approximately 12 cy of clean sand/loam fill to be trucked in from an approved upland source and planted with native vegetation;plant 6 trees landward of top-level retaining wall;remove and replace(in-kind/in-place)existing 3'x 33'stone paver walkway,4.3'x 7.5' stoop/steps,and 4'x 4'outdoor shower;install stormwater drywell for outdoor shower and roof runoff;and widen existing pervious gravel driveway by approximately 205 square feet,all as depicted on the proposed site plan prepared by Jeffrey T.Butler,P.E.,P.C., dated June 23,2022. Board of Trustees Applies tiorn WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Replacement of existing retaining walls to maintain the currently stabilized slope; create an expanded level yard adjacent to the existing dwelling;and protect the dwelling from potential erosion damage. Area of wetlands on lot: 2,664 square feet Percent coverage of lot: 9.6 oio Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled? +/- 12 cubic yards clean sand/loam from approved upland source Depth of which material will be rem-oved-or deposited: +/-2.3 feet (max.) Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: See site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated June 23,2022. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The slope between the existing dwelling and the adjacent Jockey Creek tidal wetlands is currently stabilized and protected from erosion by two tiers of retaining walls,but these walls are deteriorating and in need of replacement,and they provide only a minimal level yard area landward of the top of slope. The project thus seeks to replace the existing walls with three new retaining walls that will extend farther around the east and west sides of the house to maintain the stabilized slope; create an expanded level yard adjacent to the existing dwelling;and protect the dwelling from potential erosion damage. To mitigate the temporary project impacts,the portions of the slope disturbed by removal of the existing walls and the backfilled areas between/landward of the new retaining walls will be planted with native vegetation;a 5-foot wide area landward of the mid-level retaining wall,between the dwelling and tidal wetlands,will be maintained as a non-turf buffer; and a stormwater drainage system is proposed to capture and recharge roof runoff from the existing dwelling and the existing outdoor shower to be removed and replaced. Thus,as designed,the project will maintain the stabilized,vegetated slope without significant adverse impact on the adjacent tidal wetlands or waters of Jockey Creek. 617.20 Appendix B Short Environmental Assessment Form Instructions for Comnletin2 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: Geoffroy Retaining Wall Project Location(describe,and attach a location map): 2505 Wells Avenue,Town of Southold, SCTM# 1000-70-4-18;property is located on the east side of Wells Avenue, +/-675'south of Jernick Lane,location map attached. Brief Description of Proposed Action: Remove and replace approximately 165 linear feet of existing tiered wood retaining walls with a three-tiered retaining wall system,consisting of an approximately 1021£base level retaining wall,an approximately 1121f mid-level retaining wall,and an approximately 541f base top-level retaining wall,each with a max.height of 2.3 feet;remove 8",12",and 18"oak trees on west side of house for removal and replacement of retaining walls; establish proposed grades between/landward of new retaining walls with approximately 12 cy of clean sand/loam fill to be trucked in from an approved upland source and planted with native vegetation;plant 6 trees landward of top-level retaining wall;remove and replace(in-kind/in-place) existing Tx 33'stone paver walkway,4.3'x 7.5'stoop/steps,and 4'x 4'outdoor shower;install stormwater drywell for outdoor shower and roof runoff;and widen existing pervious gravel driveway by approximately 205 square feet,all as depicted on the proposed site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated June 23,2022. Name of Applicant or Sponsor: Telephone: 646-872-8703 Evan Geoffroy E-Mail: evan.geoffroy@gmail.com Address: 1 Arden Street,#314 City/PO: State: Zip Code: New York NY 10040 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: NYS DEC X 3.a. Total acreage of the site of the proposed action? 27,787 sf b.Total acreage to be physically disturbed? +/-4,600 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 27,787 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial N Residential(suburban) ❑Forest ❑Agriculture N Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Name: Peconic Bay and Environs,Reason: Protect public health,water,vegetation& scenic beauty,Agency: Suffolk ounty,Date:7-12-88 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe_design features and technologies: N/A 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: N/A 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: N/A 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X X 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? Q YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes, describe: X I AFFIRM THAT THE INFO ATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Rob Herrmann,Coastal Mgmt. Specialist Date: August 3,2022 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer.When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public/private water supplies? b. public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality, flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 q ........... v;�0,11 606 0 bc le'. `24;VOW D 25 gr (3,,LlGk Q� Rn W lb Hasharnonmck 1 U!65 VIEW Pond BOR.G.UNDY CT Ofi 1A < 400 Park D LONG Budds %NEC Pond MOCKINGBIRD —LA 1. a 'eld Zine Jei nings Pt FLJI TRK 25 Southold Hippodr St, Pond HIS A B1 EDON Park SOUTHOLD HILL 411& Founders Southold 'N-R4 HS Site(ACCesS Via narpar Pr SUbject Property) C 'Yee JOCKEY CREE R rj-, BA i Countt4 Haq5tt-om Ma� #44 AN 2,000, 0 Cem, N MR So old YC lCu.j-; Park SO", 16 Custer% N. Indian M I gR I P HAI?so 6 BAS11 A v DR U HOG 1311 m LA NECK all SAME w o Board of Trustees Appli,___."tion AUTHORIZATION (Where the applicant is not the owner) I/We, Evan Geoffroy , owners of the property identified as SCTM# 1000- 70-4-18 in the town of Southold ,New York, hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. N/A Property Owner's Signature Property Owner's Signature Evan Geoffroy SWORN TO BEFORE ME THIS DAY OF , Vl Notary Public LYNDA M.RUDDER Notary Public,State of New York No.01 RU6020932 Qualified in Suffolk County el commission Expires March 8,20, + Board of Trustees Appli' __stion AFFIDAVIT Evan Geoffroy BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF = TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. N/A Signature of Property Owner Signature of Property Owner Evan Geoffroy SWORN TO BEFORE ME THIS I DAY OF , 20 aL " \fin NotaryPublic LYNDA M.RUDDER Notary Public,State of New York No.01 RU6020932 Qualified in Suffolk County Commission Expires March 8,2023 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The aumose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: Geoffroy,Evan (Last name,fust name,giiddte initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion 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,njarriage,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 four 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 nota corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this � ay o 2011 Signatures �— Print Name Evan Geoffroy Form TS 1 `--' APPLICANT/OWNER 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, Robert E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tag grievance Building Permit Variance Trustee Permit X X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) 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 3rd y of August 2022 Signature Print Name Robert E. err m ann INOTI CE OF HL".O' ARINC 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: EVAN GEOFFROY SUBJECT OF PUBLIC HEARING: For a Wetland Permit to remove and replace approximately 165 linear feet of existing tiered wood retaining walls with a three-tiered retaining wall system, consisting of an approximately 102 linear foot long base level retaining wall, an approximately 112 linear foot long mid-level retaining wall, and an approximately 54 linear foot long base top- level retaining wall, each to a max. height of 2.3 feet; remove 8", 12", and 18" oak trees on west side of dwelling for removal and replacement of retaining walls; establish proposed grades between/landward of new retaining walls with approximately 12 cubic yards of clean sand/loam fill to be trucked in from an approved upland source and planted with native vegetation; plant six (6) trees landward of top-level retaining wall; remove and replace in- kind/in-place existing 3'x33' stone paver walkway, 4.3'x7.5' stoop/steps, and 4'x4' outdoor shower; install stormwater drywall for outdoor shower and roof runoff; and widen existing pervious gravel driveway by approximately 205sq.ft. TIME & DATE OF PUBLIC HEARING: Wednesday, September 14, 2022 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Glenn Goldsmith,President S10 F04 Town Hall Annex A.Nicholas Krupski,Vice President �� Gym 54375 Route 25 Eric SepenoskiH a P.O.Box 1179 Liz Gillooly o ® Southold,NY 11971 Elizabeth Peeples 'y�l dao 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 EVAN GEOFFROY COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING Ds� O O R r,SiFaRwI�T �T IL I S; irlGfid_A-S R«B�MHATI, ED I� Robert E. Herrmann , residing at/dba En-Consultants 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the 1st day of September , 20 22, 1 personally posted the property known as 2505 Wells Road, Southold; SCTM #1000-70-4-18 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 14, 2022. Dated: (signature) Sworn to before me this 14th day of Sept.20 22 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK N y ubllc V COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20-f 1 SECTION1i SENDER:COMPLETE THIS COMPLETE FOOPrint Complete items 1,2,and 3. A. Signature your name and address on the reverse so that we can return the card to you. X ❑Agent ■ Attach this card to the back of the mailplece, B. Received by e 13 Addressee i or on the front if space permits. �� C. Date of DeliveryArticle Addressed to: l �S �� D. Is delfYe adds ssdifferent from ffer� ? ❑Yes (II It YES, ter dly a below;'� �NaI N O O CLN 0 cc ID =Z2 800 E -0-9992 I ❑ W m a(D m j I Ralph&Joan Vivinetto f r N N;116 S! °0 aEi o c��aomin¢ ai 821 Bowling Green Drive 13. Service Type ❑Priority Mail Express@ • °� ❑❑❑ ❑❑ E Westbury, NY 11590 I❑Adult Signature fl E ❑Adult Signature Restricted Delivery Registered MaiITM fled Mal@ E3 Registered Mail Re stricted Qo'li Delivery a >d;',❑Certrtified Mail Restricted Delivery ❑Signature ConfrmatlonTro 13 Collect on Delivery ry ❑Signature Zy I Confirmation aa) .a o m 6 >_ 7021 .0 9 5 0 D D 8 6 5 8 214 5 elivery Restricted Delivery Restricted Delivery V, ; o i o ' � 1 1 Ill A . . . _ til I 1 IPi:stricted Delivery I I HIM I I I I -00 9 N X v PS Form 3811,July 2020 PSN 7530-02-000-9053 (oJer$500)' m += Qdm� da��i m Domestic Return Receipt m ,,>>. °C W'mCO ¢ C U NW '".0 p p N>> 0_ — d �C ad O �¢¢W°'cicii o 13131-- - SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY a) r1j ■ Complete items 1,2,and 3. A. Sign i rei Lo ■ Print your name and address on the reverse X C3 Agent P co so that we can return the card to you. CD see . m o E ,.D .• j ■ Attach this card to the back of the mailpiece, B eived by(Print e) C. Date of Delivery '' : 0 1 or on the front if space permits. o Np O= I 1q 1. Article Addressed to: I ,... D. Is ES,en address different from item Yes O Z ! If YES,enter delivery address below: ❑No I a D - Q ::Q:: to vcv.,.. m m N 1 -C:r f NaE ,�.. cOC I �." � ,�•+ p N _ z oLn • E E E0 CIS r- o Town of Southold I I 0 3 � a I ti . r 1 PO Box 1179 I 3. Servicer e — ! a d I a p� r° yp ❑Priority Mail Express® ! I 0, Southold, NY 11971 Adult Signature ❑Registered MaIITM o o ° r I I tti ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted! U D. co Q O ¢ .Uq: rtified Mail@ Delivery ■ ■ ■ c (n J certified Mail Restricted Delivery ❑Signature Confirmation*"+ ( ___ _ _.❑_Collect on Delivery ❑Signature Confirmation 2' (livery Restricted Delivery Restricted Delivery 7021 0950 0001 8658 2176 I o ) 'estrll ed MHz, MH I.PSFom3811,JUIy202 .RSN753002-000-9053 Domestic Return Receipt T SECTION DELIVERY ■ Complete items 1,2,and 3. A. Signature i ■ Print your name and address on the reverseX E3 Agent so that we can return the card to you. Address I ■ Attach this card to the back of the mailpiece, B. Receive tinted Name) C. Date of Delivery or on the front if space permits. j 1. Article Addressed to: D. Is delivery address different from Item 1? ❑Yes If YES,enter delivery address below: ❑No I ! i ' � I i I Stephen& Camelot Feeney ` 2490 Wells Avenue 3. Service Type ❑Priority Mail Express@ I ❑Adult Signature ❑Registered Mallym I Southold,NY 11971 ❑Aaplt Signature Restricted Delivery ❑Registered Mall Restricted I JR'Cerfified Matt@ Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTm —_ ❑Collect on Delivery ❑Signature Confirmation 2. p,�; io.�n„„tiQ..rr� �s..s. .,: ., �_„__ _ r' uo f—rl-nveryRestrictedDelivery Restricted Delivery 7021 0950 0001 8658 2152 estrlcted Delivery PS Form 381 tAlly 2020 PSN.7530-02,-000-9053 Domestic Return Receipt � SENDE• .MPLETE THIS SECTION } ON DELIVERY I ■ Complete items 1,2,and 3. A. Signature F ■ Print your name and address on the reverse X so that we can return the card to you. X ///” S E3 ■ Attach this card to the back of the mailpiece, B. Re c ed 6y ,; ed ar,� ddr'es e or on the front if space permits. G-Da Ivery 1, Article Addressed to: D. Is delivery address different from item 1? 13 Yes If YES,enter delivery address below: ❑No I • I j Allison Nathel I j 2405 Wells Avenue ! 3. Service Type Southold, ❑Adult Signature ❑Priority Mail Express@ NY 1 1971 1 ❑ ult Signature Restricted Delivery ❑Registered Mail*M Certified Mail@ ❑Registered Mail Restricted I — -----—_ _ ❑Certified Mail Restricted Delivery Delivery 2,�nw; ;o nn,,,tia.-rr.�s._a -- O Collect on Delivery ❑Signature confirmationTM 13 Signature Confirmation 7021 0950 0001 8 6 5 8 213 8 4very Restricted Delivery Restricted Delivery lestfoted Delivery ! PS t9mn 381:1 July:2020 PSN 7530-02=000=9053 Domestic Return Receipt A r NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Evan Geoffroy SCTM#1000-70-4-18 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Remove and replace approximately 165 linear feet of existing tiered wood retaining walls with a three-tiered retaining wall system,consisting of an approximately 1021f base level retaining wall,an approximately 1121f mid-level retaining wall,and an approximately 54 if base top-level retaining wall, each with a max.height of 2.3 feet;remove 8", 12",and 18"oak trees on west side of house for removal and replacement of retaining walls;establish proposed grades between/landward of new retaining walls with approximately 12 cy of clean sand/loam fill to be trucked in from an approved upland source and planted with native vegetation;plant 6 trees landward of top-level retaining wall;remove and replace (in-kind/in-place)existing 3'x 33'stone paver walkway,4.3'x 7.5'stoop/steps,and 4'x 4'outdoor shower; install stormwater drywell for outdoor shower and roof runoff;and widen existing pervious gravel driveway by approximately 205 square feet,all as depicted on the proposed site plan prepared by Jeffrey T. Butler,P.E.,P.C.,dated June 23,2022. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 2505 Wells Avenue,Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,Sept. 14,2022 @ 5:30 pm,Town Hall Meeting Room,53095 Main Rd,Southold You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Evan Geoffroy PROPERTY OWNERS NAME: 1 Arden Street MAILING ADDRESS: New York,NY 10040 PHONE #: 646-872-8703 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#1000-70-4-17) 821 Bowling Green Drive Ralph&Joan Vivinetto Westbury,NY 11590 (SCTM#1000-70-4-19) 2405 Wells Avenue Allison Nathel Southold,NY 11971 (SCTM#1000-70-6-34 PO Box 1179 Town of Southold Southold,NY 11971 (SCTM#1000-70-3-22.9) PO Box 1014 Phil&Marie Ann Pennisi Southold,NY 11971 (SCTM#1000-70-3-22.10) 2490 Wells Avenue Stephens&Camelot Feeney Southold,NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 30th day of Augu to ,20 22 , 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 M iled to each of said persons by (certified)( its mail. Robert E.Herrn Coastal Managment Specialist Sworn to before me this 2nd day of September ,20 22 KIM H . STEPHEN S NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 . 5015931 Not is QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20e7S Postal / ■ , e0 I• s LnDomestic Mail Only, a For delivery information,visit our webisite at�ww'-w.usps.corrill., For delivery information,visit our website at www.usps.cornO Ln Certified Mail Fee Ln Certified Mail'Fee v H,4A $ OOTN ;.11 $ 5p �I,4 cO Extra Services&Fees(check box,add fee as appropriate) I e0 Extra Services&Fees(check box,add fee as appropriate) Q El Return Receipt(hardcopy) $ I ❑Return Receipt(hardcopy) $ ,! - 0 0 ❑Return Receipt(electronic) IS ,�J��ark r ❑Return Receipt(electronic) $ Yve13ostnae rk ❑Certified Mall Restricted Delivery $ 'I-ler�� I O ❑Certified Mail Restricted Delivery $ (Rei O ❑Adult Signature Required $ ?O C3 []Adult Signature Required $ [/�� G_' ❑Adult Signature Restricted Delivery$ �� ' []Adult Signature Restricted Delivery$ M Postage 8'� 0 Postage 6� Ln _ _ %I,,�-AC / 1 u- �r - - ` Q" Total P! v Q' Total!) vim,- �^^,-''d �o $ ,q' $ ,a Sent To ,� sent; Ralph&Joan Vivinetto ti Allison Nathel .._..--- ni C Streeta p Street 821 Bowling Green Drive 2405 Wells Avenue city sib Southold,NY 11971 ;-------- city: Westbury,NY 11590 - ---------- U.S. Pos"tal ServiceT ■o CERTIFIED MAILP RECEIPT MAILO . ■ nJ Ln Domestic Mail Only. Domestic Mail Only For delivery information,visit our Website at www.usp;;.com 6N cp � �� 1 iI \%.:..�` �S3 1,�'� ��•.::s µ`"'�."-. For delivery _oru �"'> Certified Mail Fee (dCO ry 05 ! $ rb� Certified Mail Fee ®vI HA Extra Services&Fees(checkbox,eddies as appropriate ///'t o $ ❑Return Receipt(hardcopy) $ ) �vV 5" Z cO bra Services&Fees(checkbox,add fee as appropriate) ❑Retum Receipt(electronic) $ PeSQ ❑Return Receipt(hardcopy) $ /J C3 a! I r� ❑Return Receipt(electronic) $ �(PQ�( �r ✓ ❑Certified Mail Restricted Delivery $ :, Here �Z `� O 0 []Adult Signature Required $; ,-A ,ti., � ❑CertifiedMail Restricted Delivery $ HerA ,09 z O 19 ❑Adult Signature Required $ C� []Adult Signature Restricted Delivery$ 6! ❑Adult Signature Restricted Delivery C3 Postage PS p Postage �� Q'"Total P, i� � $� Tc ra Sent Tc Stephen&Camelot Feeney ! 1� Town of Southold -------- i ru rq Sq O Sr�eeli 2490 Wells Avenue PO Box 1179 ______________- Southold,NY 11971 _____ sa Cil Southold,NY 11971 city,st ------------- M 3800,April r Postal15 PSN 7530-02-000-90477 See Reverse for Instructions MAILPRECEIPT, Ir "ElbMestic:Mail 671Y For delivery information,Visit our web'site at WWW.USPS.COMO. ru +� 0,, L U 5 i {Ln Certified Mail Fee ...o Extra Services&Fees(checkbox,add (, I ❑ Return Receipt(hardcopy)0 ❑Retum Receipt(electronic) QA arkO ❑Certiffed Mail Restricted Delivery❑Adult Signature Required❑Adult Signature Restricted Delivery p Postage ul $ Er Total Pos' PS O a $ ent To Phil&Marine Ann Pennisi o sveeeeni PO Box 1014 ------ r" Southold,NY 11971 City Sf&te, Mrpn Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nifg scant 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# 70 - 4 - 18 PROJECT NAME Evan Geoffroy 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: Remove and replace approximately 165 linear feet of existing tiered wood retaining walls with a three-tiered retaining wall system, consisting of an approximately 102 if base level retaining wall,an approximately 1121f mid-level retaining wall,and an approximately 541f base top-level retaining wall,each with a max.height of 2.3 feet;remove 8", 12",and 18" oak trees on west side of house for removal and replacement of retaining walls;establish proposed grades between/landward of new retaining walls with approximately 12 cy of clean sand/loam fill to be trucked in from an approved upland source and planted with native vegetation;plant 6 trees landward of top-level retaining wall;remove and replace(in-kind/in-place)existing 3'x 33'stone paver walkway,4.3'x 7.5'stoop/steps,and 4'x 4' outdoor shower;install stormwater drywell for outdoor shower and roof runoff,and widen existing pervious gravel driveway by approximately 205 square feet,all as depicted on the proposed site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated June 23,2022. Location of action: 2505 Wells Avenue,Southold Site acreage: 27,787 sf Present land use: Residential, single family dwelling. 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: Evan Geoffroy (b) Mailing address: 1 Arden Street,#314 New York,NY 10040 (c) Telephone number: Area Code 646-872-8703 (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 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. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria 0 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 1:1No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The slope between the existing dwelling and the adjacent Jockey Creek tidal wetlands is currently stabilized and protected from erosion by two tiers of retaining walls,but these walls are deteriorating and in need of replacement. Consistent with Policy 4,the project seeks to combine replacement of the existing walls with.vegetaive restoration to maintain the stabilized slope and protect the existing dwelling from potential erosion damage. 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 y � r j The slope between the existing dwelling he adjacent Jockey Creek tidal wetlands is currently stabilized and protected from erosion by two tiers of retaining walls that are in need of replacement,and the project seeks to replace them with three new retaining walls that will maintain the stabilized slope and protect the dwelling from potential erosion damage. To mitigate potential project impacts,the portions of the slope disturbed by removal of the existing walls and the backfilled areas landward of the new retaining walls will be planted with native vegetation;6 new trees will be planted;a 5-foot wide area landward of the mid-level retaining wall(between the dwelling and tidal wetlands)will be maintained as a non-turf buffer;and a stormwater drainage system is proposed to capture and recharge roof runoff from the existing dwelling and the existing outdoor shower to be removed and replaced. Thus,consistent with Policy 6,the project will protect the quality and function of the surrounding tidal wetland ecosystem while avoiding causing any significant adverse impacts thereto. 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 FIN o® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect South' 's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATEAugust 3,2022 Robert E.R—effrhalin Amended on 811105 s EN-CONSULTANTS August 3,2022 Town of Southold Rn, C E IV E Board of Trustees 54375 Main Road Post Office Box 1179 AUG e 5 2022 Southold,New York 11971 Southold Town Re: Evan Geoffroy Board ofTmstees 2505 Wells Avenue, Southold SCTM#1000-70-4-18 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 2. Two(2) sets of photographs. 3. Site plan prepared Jeffrey T.butler,P.E.,P.C. , dated June 23,2022. 4. Survey prepared by Kenneth M Woychuk Land Surveying,PLLC, last dated July 29, 2022. 5. Application fee of$250.00. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sincerely, Robert .Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting