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Home My WebLink AboutTR-9918 a$ia i g�: oNa o°fir• atia 'p�." 3�' a,,%_;y,I eg N S e':5 °eoC °o�; _ p° e 1$of%, c� C^`. -' = ` %-''11•' .a,�s 6 ,r'',' ',- 5'=� :r,' ; '4' '`s • �''1. '�o •ty '' •u'�, =- `.- ='' °'��, �i °",'4"J:'SGL'.S'�;s'+S•�'?2�L78':LY'v.H'r^•v">'�Sn.':;YSrtnnrr,tA!'9^:AW!.fi.6U,4vrn5ynrmJ,.n.Lr^Sn!°'rvLS4':W.mrcryyn�',rAln4fnury�;vywyrynrnnu�n�•ylnnTn'CA''a':C(9:Curumm�••�r rnu G.,d'125;4'„nVkVnU*Ln.'wrnnGtilnlCvp rntr�yywn;�� s. r, } Sf Ev F69 A i*r,# I�Ilrllll� �P • •$i°� 1 a °epi;• -- BOARD OF SOUTHOLD TOWN TRUSTEES ,= SOUTHOLD,NEW YORK PERMIT NO.9918 DATE: JUNE 16,2021 h•`•f ISSUED TO: HC NOFO,LLC c/o TODD FEUERSTEIN,MANAGING PARTNER d. Y 1 PROPERTY ADDRESS: 6370 SKUNK LANE,CUTCHOGUE , 4s SCTM# 1000-104-5-3.3 °h AUTHORIZATION •a° Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 1 °►°Y° `.r eaw §f accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 16,2021,and in =i consideration of application fee in the sum of$250.00 paid by HC Nofo, LLC and subject to the Terms and' Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits the ` following: Wetland Permit for a proposed two story single-family dwelling to replace existing single story house,to include an addition of a new•440 s ft two car accessory garage and proposed 2 465 s ft ravel driveway. •,, � q Y l; g P P � 9 g Y P . z The existing building 883 sq ft will be demolished,and the newly proposed ground floor will be1,800 sq ft r with a proposed second floor that is 1,175 sq ft.Total square footage of the new two story dwelling will be 2,975 sq ft.'This project also includes a wrap-around ground floor terrace on the north,west and east ' sides of the house totaling to 1,008 sq ft as well as a new 250 sq ft second floor deck.There is one proposed 62 sq ft built-in planter to run adjacent to the northside ground floor terrace.This project will include the installation of an innovative alternative wastewater treatment system that will prevent . nitrogen and other harmful substances from leaching into the wetlands in addition to the creation of a non-turf barrier 15ft upland of the wetlands composed of native vegetation to further protect wetlands. ;. :;• !� The new structures will protect and improve water runoff conditions on the site by implementing 8"dia x 2'deep dry wells with gutter leaders for roof run off.The site will retain and establish new native vegetation to provide added soil stabilization and filtering capacity;and as depicted on the site plan prepared Isaac Clay Coffey,received on June 14,2021,and stamped approved on June 16,2021. " °�• IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate'Seal to be affixed,and these ' presents to be subscribed by a majority of the said Board as of the 16th day of June,2021. Q,13F F61 Ire _ � dy�:.ins:ntWaiC7.5.pi.7K.5L�vtYrt�fi.7�ir`6°T:Sri.ixTG.`Nrn?,»:54;i5�7ai6rr4"Rii.1h4i13:.Y�'rrTSt w.'G"v i2tFin.ir7:LiwidSd:,Sfir"rrr`¢rfi�"ri8��tir5unnr ritii`ir.7ituu4%GgI+Qi70Yin'v3rif•rfrf�N'ri'VKr27{'S2G5(QiiLT$� iunjuYiKinX75•"•fc -ri• C �6 NAiv - tv° •t 7� iii•' 1 �.� � _ �k '� f��o,,..r"�' y I � � �7 � � ate.` '-4:5.1. .•..Z'' - .:�.•. _ ..,1iff! ••SSA.;:r•_' w• --5'••' Glenn Goldsmith, President �Q� SO(/jy Town Hall Annex A.Nicholas Krupski,Vice President ,`O� Ol0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams YO Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED-TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 721HOURS'PRIO_ R TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW , INSPECTION SCHEDULE; Pie-constru'cti n; h;dy:bale line/siltboom/silt curtain, ; 1St day of construction '/2 constructed -when project complete, call for compliance-inspection; I17 NOTE ALL MOTORSM0f,E 307R1 NO STORM WATER DRAINAGE SYSTEMS CALLS. GENERAL NOTES DRAWING ISSUE - Mu , HAVE PROTECTION TE 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH N0. DATE ISSUED FOR POMP/CX)h�PR[.SSER POWER CIRCUIT OVERLOAD PROTECTIONCTIO A('L PROPOSED DWELLING ROOF AREA KEY COMMENTS SERVICES AS REQUIRED. 1 10/30/2019 SOUTHOLD TOWN TRUSTEES C1 1 ``�' F' _001`7 M1 r,t, ti 1 2. SURVEY BY NATHAN TAFT CORWIN III LAND SURVEYOR DEECEMBER 18 2018 UPDATED JUNE 15TH 2018 2 E'_K - ELK C J T_- L / _. L1 0 p P1 SPRAY 1794 SOFT X.17=305 CUBIC FEET 3. ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAVD 1988) 3 PUMP I PROPOSED (6) 8' 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION N .____..________-______.- __._WHt.-__.___ � ' ' 'LO MOTOR /I PUM'' RATINGS 305 CUBIC FEET/42.2= 7.2OR8OFVERTICALBDIAMETERDRYWELL D1 \ DIAMETER X 2' DEEP SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. 4 3/4HP C 115V PROPOSED (6)8'DIAMETER X 2'DEEP DRYWELL DRYWELL 5. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR 5 15 0 FLA STRUCTURES. 6 =�` e. ooF{ ',-y 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK CH2 - M2 7 ELK_o O _____'-L"- -----.--- ELK [P] ----.-.---- RECIRC"PUMP RAT NGS PROPOSED GARAGE ROOF AREA 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE PUMP 3/4HP � 1 15V PROPOSED (3) 8' 8 ® WRT __.._.__._ "T _-__---- MOTOR 15 0 FLA 1,840 SOFT X.17=313 CUBIC FEET DIAMETER X 2' FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. 313 CUBIC FEET/42.2= 7.40R8'OFVERTICAL8' DIAMETER DRYWELL D2 DEEP DRYWELL 8, ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 9 CB3 r;�3 e ooF= _®, LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 10 PROPOSED (3)8'DIAMETER X 2'DEEP DRYWELL 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 1 28 DAY STRENGTH CONCRETE. L , 11 ELK o a___ELK_------ MPI ;T �; MIXER ',PUMP RATINGS - / PUMP 3/4HP c 115v 10. SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS. 12 W"T N --------- MOTOR 150 FLA 20 AMP BREAKER 11. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC.THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND DRAWING REVISIONS C134ALLELECTRICTO IN SCH.80 PVC CONDUIT PLACED EXI ING ELECT I AL SEDIMENT CONTROL' y_ PANEL RY c CRY n__________� COMP RATINGS EXTERIOR RATED JUNCTION BOX BELOW „ 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. COMP 1/4 f-I: C 1 15v 13. TOTAL LOT AREA AREA=64,636 S.F. (1.484 ACRES) � GRADE IN A SPRINKLER BOX H N0. DATE REVISION WH? MOTOR ' S 4 F 1.A WATER TIGHT POLY/PLASTIC COVER INSTALL 14. THERE IS ONE WELL WITH 150 OF THE PROPERTY OWTS AND LEACHING FIELD ARE NOT WITHIN 150'OF WELL. 1 PER MANUFACTURERS DIRECTIONS 15. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE ThE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. 2 ALL ELECTRIC TO BE PLACED IN SCH.80 16. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY r R1 L J) W1 PVC CONDUIT 17. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. The DESIGN ENGINEER SHALL PROVIDE RECORD 4 REMOTE PLC CONTROL PANEL _ W/HP80 COMPRESSOR �� DOCUMENT S AS REQUIRED BY SCOH. LR1-01 18. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE OWNER AND INSTALLER MUST BE MAINTAINED. 5 CL„ RE[/WHTUSEING M1 WHT WATER TIGHT POLY/PLASTIC INSTALL PER MANUFACTURERSSDIRECTIONS 19. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. 6 DIRE 20. PROVIDE 2" VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS 7 LR1-Q2 36'x36"X6"P.C.SLAB WITH 6X6W . _ TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT . 8 FII FINK/WHT --_---- M7 W"T XAW1.4 WELDED WIRE MESH - ___ . -- 21. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ �- ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS 9 LR1-Q4 10 RED PLC INPUT 11 11 ALL LEACHING POOLS SHALL BE PLACED Remote PLC Control Panel Detail MARK F CONCRETE IN ACCEPTIABLE LEACHING POOLS AS TEST HOLE 11 6 NOT TO SCALE COLLAR ,1 END PLUG 2"VENT APPROVED BY THE SCDHS IN THE EVENT EUI AIR WITCH FINK CI PITCHED LINE TEST HOLE ELEVATION 6'}/- 24 POOL LEACHING MATERIAL IS 12 r I P ENCOUNTERED ECAVATION IS TO BE RISER AND _ CONTINUED TO SUITABLE MATERIAL AND 0'-0° BROWN LOAM(OL) COVER N 20"POLY LOCK DISTRIBUTION BACKFILLED AS DETAILED.CUTTING 1'_0^ THIS APPLICATION IS APPROVED ONLY FOR WORK BOX INSTALL PLASTIC RISER RINGS MAY BE REQUIRED HWARUN FINISHED GRADE FIBER GOINT RINGS AS NEEDED 12"MAX INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL F111 5 `1 6 6ET O " INSTALL PLASTIC RISER RINGS AS HEIGHT MARK"B" CONCRETE COVER BELOW GRADE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR L- NEEDED 12"MAX HEIGHT 36'ELEV. R E N POLYLOK 20 INSTALL PC RINGS AS NECESSARY TO PALE BROWN FINE SAND(SP) TO BE CONSIDERED AS EITHER BEING APPROVED OR IN MUTEEl""",jE PVC PIPE D3034 5'MIN 2'MIN 8'-0" BRING PROPOSED STRUCTURE TO CE LTHAPPLICABLECIID DISTRIBUTION BOX SDR 35 FF EL.10.9' CLEANOUT - - GRADE. HIGHEsr ExPEcrfD WELL INSTALLED EUI !TEST }/-EL.9.S OBSERVATION WELL INSTALLED ' ALARM EL. -.1' 6'-1" ClCI SEWER PIPE, TYP 10,_ _ _ - - - _ CI 30°BEND IJV EL.9.0'9'- - - -FROM --- _ - TO SEPTIC _ SAND ISP) FEDTANKs'- - - - - - - - - - - - - - - - - - :_. ._..,._.,;,(,.: ., :r.-.-;..,,-. :�'-+< - - - - - - - - - - - - - - - - - - _ __ OWTS TO DISPERSIAL FROM I y. ,_,..• - - - - - - - - - - - - - - - - - - - - - - Consultants 7'- - - - - - - - - - - - - - - - - - - - - - - - A L _ _ - _ _ - - _ GRADE_ _ _ - - _ _ _ - TRENCH DWELLING I I_ L. ,_ I 4"PVC WASTE LINE I ,, : PLC INPUT 4" THICK UNDERDRAIN q:_ I PITCH t/4"per 1'Min INV.EL.7.5' INV.EL.7.33' - �1L�n� N_ 13'-0" FILTER MATERIAL 3'- • .., f•' ! INV.EL.6.6' - GROUND WATER ENCOUNTERED AT F-1"BELOW GRADE PROVIDE SPEED I OVERRIDE TYPE 1 N C[ 60°PVC WYE _I I ; - LEVELER ON EACH OUTLET 2'_ +/-EL.2.0' INV.EL.6.2' 2'MIN PL'I Z �� YEL/WHT �� N I o INV.EL.6.0' �, t L_t �� PLC INPUT POLYLOCK DISTRIBUTION BOX MARK C[ TO PVC HOUSE 1'- N 2'MIN 4"PVC WASTE LINE rEsrHOLENOG o DWERRENCOUNTERED 11/1z/zo19 ` - - 0'- -1--�--�---.-�-�-�-�-�-�.-�-�-_ ---._.-._PITCHED 1/4"per 1'Mm_-�-----�--�--•-�--�-�- - - - - - - - - - - - - - - CSR1 "B" LEAN OUT D L-mA-R "L" P IMARY SEPTIC PROFILE HIGHEST EXPECTED GROUND WATER EL-0.9' -dam N W"T/R"' PLC INPUT 5 NOT TO SCALE 4 NOT TO SCALE 3 1/8" = 1'-0" CSRvv2 10 ELI' /yam W4T/�NK � " ):(� PLC INPUT CSR3 EJI WHT EL g \ Il� PLC INPUT ELA /L.5 W1 B 1 6230 SKUNK LN WETLAND PARCEL: / W 1 PROJECT 1000-104.-5-1.4 'S'NON TURF NATIVE VEG17ATION BUFFER BETWEEN UPLAND FOUND CONC. / NOTE: UNIMPROVED/VACANT EDGE OF WETLANDS PROPOSED CONSTRUCTION MONUMENT CLOSEST PROPOSED STRUCTURE TO N WETLANDS ELE. 6.1' / FLOAT SWITCH TO BE RATED 2 AMP AT 120V MIN.MAIN PANEL -_ IF wL 1LAND:,A,FLAGGED _ a SCHEMATIC ELECTRICAL BY ENGoNSULTANTS,INC DISCONNECT MUST BE PROVIDED BY INS DASHED LINES ON DecetneER zoce / REPRESENT ITEMS NOT CONTAINED IN THE PANEL.REQUIRED SPI-1310 FOR HYDRO-ACTION AN440 TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS.FIELD N W IREING MUST BE A MIN.OF 60C COPPER WIRES 57,00" 175.7 _ �"" �- ` ` ` ` ` ` // ELE. 4.76' S�ER�\NG RpPp _ y SEPTIC PRODUCTS INC TRUE FILE 31' Al 160 a k IV Y k i Y t t Y Y I • k a Y • Y • Y Y • Y - a FLAG / �� a i Y • s Y • Y i • Y Y • • • • • • • UTILITY POLE ,2�� _ . • Y i i • • • • • • k • NYTH56 • • • • • Y Y k Y Y • • • • • Y i Y Y • Y a • • Y Y • a Y • Y • k • • Y a • / EDGE OF PAVEMENT Q Jv� • • • • • • • Y • • Y • • Y Y • Y Y Y Y Y Y • • • Y Y • k • • Y Y a • • / Y FLAG FOUND PIPE \ Y • • a Y • Fes: • • • • • • • Y • • • k ♦ .� NGLN-s TRA;'K--a „„Y i ♦ Y „ �•�^„• �• i - • • OVERHEAD WIRES 20.,{DE PRI , ELL,3.1'� ,,..... „._„.. « . � Y PNEN ED 118" • Y • • • • Y • • • Y .,..! .,.�.„,--.-: _,„Y Y Y Y • • • • ' \._. • t • / FLAG � gP .... .. FLAT, tt • Y I i .„a___._ • `FLAG „- t..' ' y,4<^ � • • • • • k , a • i ♦ • Y v Y i Y • � / / C 0 01 /7( • n } Y • • • Y i Y • Y • • • /� m 451/2 1U 1 4 .A FLAG 481/2 M".`�' (N Y Y t Y / SUBJECT PARCEL LU '33 \•• -O . ` t- • Y •FLAG, k • • • • Y / W �' C . ` •'•.,„ 7J' �.:.?c `LAG � Wiz: Y s Applicant of Record: FLAG EL.4 _.,,. ,� , \ �'Y / \ x j�r > /I '/ SpN pR\�E ISAAC R A E / { e Q MP to ! m / 11575 MAIN BAYVIEW RD SOUTHOLD 11971 O vI / oc' a,�sca �a a�a.\\ ~\ - \ \Q '� LINE OF PROPOSED / QJ D ` �.. \ !' W 1 ' 'SILT FENCE AND HAY / 1-5 B;:LS' �> loo. // m T. 347-276-6093 E. clay@isaac-rae.com ° 218 LINE OF EX I STING .J. v WOODED VEGITATION NIS o EL.5 - Y ;.x J. / � pSERCO ALL DESIGNS DRAWINGS RENDERINGS AND OTHER DISCLOSURES SET 203 CO. z , J t.r / / \ NPVW E 4 t N\` �� J'�.' / / EDGE of PAVEMENr FORTH HEREIN ARE THE PROPERTY OF ISAAGRAE LLC,AND ARE PROTECTED I UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. •` ` •tea CO a�'. .f • DI TANCE TO FLAGED / (W- j- - UTILITY POLE _'�(�x - 1 - wE / ^� �� NYT117 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 511/2 Q} '`.r - ?,I 1 ' CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN TEST HOLE -1 EL.4 W PERMISSION OF ISAAC RAE ARCHITECTURE y ELE. 6.0' QS ,S°i - _ I ` TER E�' I /W v 1 EL5 6125 SKUNK LN .®" / - �a FABLE PRoaosrD wAFOUND STONE ` 1 IMPROVED '• �` PERM LINE MONUMENT 44 1 REMOTE PLC CONTROL PANEL `� 1 PUBLIC WATER W/HP80 COMPRESSOR W, Z 24_ o_ 1 \ 1 0 11 / Project: EXISTING SHED TO BE. y � ... I)- •6 '� 1 - ► N ��--LOCATION_P LAN -- REMOVED,', ,nilv<y;j \� (� 200 HAYWATER DRIVE / ry \\�'� I cS1 �1 1 = 400'-01" Skunk Lane Residence IMPROVED ON / EL.9 �( -T O PUBLIC WATER EL.7 ;, / \ \\\��4BEDROOMS fit 11 FDPO_ t 1 EXISTING BRICK sE L„ 6370 Skunk Ln, Cutchogue, NY 11935 FIRE PLACE TO BE RY��\� t \ \ � Ln I REMOVED . ' o TWO____ST�1LY o I _ PROPOSED SEPTIC SITE INFORMATION ". , x M w 22 1 FA TEM EL.B GLE � I gYS t I SIN "k, t ., ^ p{ ELI-IN Project No.: FLOW LINE v I �•� v/, oW_= STCM NO. 1000-104-05-3.3 � DRV WELL FOR ROOF ;•r ( T=� ,1 1 - 1 I R-02 DRAINAGE 1 s { GARAGE , ENrRYTERRAGE 1 \ SITUATED IN CUTCHOGUE �� \ \:\ z' ;\ 20'x22' ® WAYS TOWN OF SOUTHOLD SUFFOLK B EL.8 STORAGE ENTRY \' p DRIVE / �` DRY TERRACE PNGIPALSETBAGK ^+,16 6 pRpppSE , _ Seal/Signature: 5.SIDE P 6„ _ - COUNTY NY. � \-;'! � � ) \ 6425 SKUNK LN / IMPROVED 14' 0' _ SETBAc � Y E .5' I I 1 12' 2" r NP19_c°Esso-v Bull J PRIVATE WELL ZONING _ -�o s,DE � NOT WITHIN 150'OF R-40 7z � D 20L 0" 22 -.�. -- "_ �- PROPERTY _ �_� I z LOT AREA „.,M-•-"- �� I r TOTAL LOT AREA=24,560 SF(.56 ACRES) % w NON-WETLAND/UPLAND AREA=18,585(.43 ACRES) sb 100 WETLANDS SETBACK ...�� EL9 � EL.B EL.7 EL.6 /I 63 I _. E_ 150.00' V0'WETLANDS SETBACK 'I I Z APPROVED B) S 200 36'10 / w, LOT COVERAGE BY AREA OF BUILDING(ROOFED COVERAGE) j� ��F`ED ARC EL.8 �► ALLOWED=4,912 SF(20%)PER SOUTHOLD TOWN CODE BOARD OF TRUSTEES �� G CLAY CO�c 150'SET BACK FOR LEACHING m ® EXISTING LOT COVERAGE=6%1,588 SF STRUCTURE/ I TOWN OF SOUTHOL `- ELE 79' SYSTEM FROM PRIVATE WELL(INCLUDING I EXPANSION) a PROPOSED LOT COVERAGE=11% PROPOSED MAIN DWELLING=1,800 SF 1 TOTAL PROPOSED=2,250 SFS �- I � S 690 23'50" W - 95.00' DATE TUKE 1 G ZoZ( !� 8 I OVERHEAD WIRES 1co 6520 SKUNK LN FLOOR AREA BREAKDOWN FOR PROPOSED MAIN DWELLING IMPROVED ON I FINISHED BASEMENT LEVEL=-•-- 9T 0397u� I PRIVATE WELL GROUND LEVEL=1,800SF 2ND LEVEL=1,175SF - "- �F N �I`Iy 40 60 / I DETACHED GARAGE=440SF --\' BILL OF MATERIALS ITEM P/N DESCRIPTION QTY: HA-180053 I AN440,245 NITROGEN REDUCTION COMPLETE 1 SITE NOTES SEPTIC NOTES SEPTIC CALCULATIONS LEGEND Date: Scale: A 180052 TANK,PRE/PUMP 400 , TABLE 3-MINIMUM I/A ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES AS NOTED STCM NO,1000-104-05-3.3 A-PROPOSED HYDRO ACTION AN 440 UA OWTS KIT,SNG 2 TANK CONNECTING STANDARD 1 SITUATED IN CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY NY. B-20"POLY LOCK DISTRIBUTION BOX REQUIRED FOR 4 BEDROOM MINIMUM CAPACITY 440 GALLONS PER DAY Drawing Title: TOTAL SITE AREA=24,561 SOFT OR.564 ACRES C-SEWER LINE FROM PRIMARY RESIDENCE PVC SCHD 80 PIPE 8"MIN COVERAGE C B 130002 ---- --- -I- EXISTING CONTOUR {'i g n C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 UPLAND AREA=18,624 SOFT. D-8'X 2'PC LEACHING POOL PROVIDED FOR 4 BEDROOM PROPOSED CAPACITY 440 GALLONS PER DAY G PROPOSED SITE PLAN THERE IS ONE PRIVATE WELL WITHIN 150'OF PREMISIS. E-,8'X 2'PC LEACHING 50%EXPANSION LEACHING POOL - - - - BUILDING SETBACKS j AN400 W/PLATFORM COMPLETE , THERE ARE WETLANDS AND SURFACE WATERS WITH 300'OF SITE F-HYDRO-ACTION CONTROL PANEL AND AIR PUMP D AN400-P LEACHING CALCULATIONS I I 95'TO INTERSECTION OF CLOSEST ROAD(HAYWATERS DRIVE) G-PROPOSED ELECTRICAL PANEL J,ELECTRIC LINE TO BE PLACES IN CONDUIT ------- WETLAND SETBACKS ,I.E�� 1��., j /J ��21 E OPS,EC50-30-L-80-PLC , J `+ � EC50-30-L-80-PLC FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP NO. H- EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDONED OR REMOVED TABLE 4-MINIMUM LEACHING SYSTEM DESIGN FOR A FOUR BEDROOM RESIDENCE ; L0 36103CO164 ( IN ACCORDANCE WITH SCDHS STANDARDS SHALLOW GROUND WATER, SITE BOUNDARY �-- ZONE AE:BASE FLOOD ELEVATIONS DETERMINED I-SWEWER LINE CLEAN OUT AN400 245 NITROGEN REDUCTION SYSTEM COMPLETE DRAWN BY:A.DAVIS ZONE X AREAS OF.2%ANNUAL CHANCE FLOOD AREAS OF 1%ANNUAL CHANC REQUIRED 6 pool;2'deep,8'dia.300FTz SIDEWALL AREA -- -� -w•-- -- - -- FOOTPRINT OF EXISTING r FLOOR WITH AVERAGE DEPTH OF LESS THAN VOR WITH DRAINAGE AREAS/ BUILDING&PATIO Southold Town Drawing No.: CV ®° SIGNATURE DATE: REV. PART# LESS THAN 1 SQUARE MILE,AND AREAS PROTECTED BY LEVEES FROM 1% PROVIDE�6p,; z AREA OF WETLANDS I Board of Trustees APPROVED BY: 2'deep,8'dia.300FT SIDEWALL AREA WITH 50%EXPANSION POOL ' ��c 05/31/17 0 HA-180053 ANNUAL CHANCE FLOOD, - - i N ;, ,,.: PROPOSED DRIVEWAY T Q CD 1 p Pro osed Site Plan PRC°ATIIONNOFPRIVATEWELLONNEIGHBORING f DR'v� PROPOSED DWELLING 1" 20'-0" - - -- WATERML ff - ` AY 15'NON TURF BUFFER HEALTH DEPARTMENT APPROVAL STAMP ...w, .�-�� shkt,..,�.sa4-.gym.:. e,l.. ,...t�'C.v.._.�Y.:..+!e, - L-w]�a.rs:'4,.0:rc_. t .. ,. .. ..-- .. . - - v;.; «a�aY.�,.�..i...x r,w.�..e. �sw...-c�Fa.w, „t' ,...-�...a - --' - -- - �• _ NOTE ALL MOTOR. ""01,R No STORM WATER DRAINAGE SYSTEMS CALCSX07-�1 . GENERAL NOTES DRAWING ISSUE MUET HAVE INTERNAL 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH N0. DATE ISSUED FOR PUMP/COMPRESSOR POWER CIRCUIT C)vr-LOAD PROTECTION PACE PROPOSED DWELLING ROOF AREA KEY COMMENTS SERVICES AS REQUIRED. 1 10/3o/2o1s SOUTHOLD TOWN TRUSTEES CF1 k___R1 6 LUOF- ___ I M 1 LCL_ `� ,� 1 2. SURVEY BY NATHAN TAFT CORWIN III LAND SURVEYOR DEECEMBER 18 2018 UPDATED JUNE 15TH 2018 2 L1 ELK O ELK K SP1 T__ L," � SPRAY 1794 SOFT X.17-305 CUBIC FEET t 3 1 � I - 3. ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAND 1988) � PUMP PROPOSED (6) 8' 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION 4 wtir p--""' MOTOR /PUMP RATINGS 305 CUBIC FEET/42.2= 7.2'OR 8'OF VERTICAL 8' DIAMETERDRYWELL D1 DIAMETER X 2' DEEP SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. 3/4HP @ 1 15V PROPOSED (6)8'DIAMETER X 2'DEEP DRYWELL DRYWELL 5. A MINIMUM SEPARATION OF TEN 10 FEET HORIZONTAL AND EIGHTEEN 18 INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR 5 150 FLA ( ) ( ) T _ _ STRUCTURES. 6 �_ CB C-Rz 6 LOOFA MZ Pump ELK - o- - -F`"- ---- E`" RPI ---------- '` IRC'`PUMP RATINGS 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK 7 1 �� - PROPOSED GARAGE ROOF AREA I MP 3/4HP @ 1 15V PROPOSED (3) 8' �- ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE 8 WIFE -� p_WNT N _______--_ MOTOR 15 0 E L A 1,840SOFT X.17=313 CUBIC FEET DIAMETER X 2' FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. 313 CUBIC FEET/42.2= 7.4 OR 8'OF VERTICAL 8' DIAMETER DRYWELL D2 DEEP DRYWELL 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 9 CB3 CSR3 6 LOOFS LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 10 I F�: r�, . ' PROPOSED (3)8'DIAMETER X 2'DEEP DRYWELL 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. 11 KELK Q ELK ,Mp -1 T'- L ' MIXER `,PUMP RATINGS - PUMP 3/4HP @ 1'15V 10. SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS. 12 WIFE N --------- MOTOR 15 D F L A 20 AMP BREAKER 11. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, f _ ALL ELECTRIC TO BE PLACED ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND DRAWING REVISIONS C34 IN SCH.80 PVC CONDUIT EXI ING ELECT I AL SEDIMENT CONTROL". ,RY 0 G5Y n COMP ;COM° RATINGS EXTERIOR RATED JUNCTION BOX BELOW PANEL 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. N0. DATE REVISION I 1/4HP @ 115V GRADE N A SPRINKLER BOX 13. TOTAL LOT AREA AREA=64,636 S.F. (1.484 ACRES) _ ""_?-.-.- _�N�_ MOTOR/i 5 4 FLA WATER TIGHT POLY/PLASTIC COVER INSTALL u' PER MANUFACTURERS DIRECTIONS 14. THERE IS ONE WELL WITH 150 OF THE PROPERTY OWTS AND LEACHING FIELD ARE NOT WITHIN 150'OF WELL. 1 -- g 15. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE ThE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. 2 r ALL ELECTRIC TO BE PLACED IN SCH.80 E31 `, W1 PVC CONDUIT 16. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY 3 - REMOTE PLC CONTROL PANEL 17. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH.The DESIGN ENGINEER SHALL PROVIDE RECORD 4 W/HP80 COMPRESSOR % DOCUMENT S AS REQUIRED BY SCOH. LR1-Q1 NG 18. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE OWNER AND INSTALLER MUST BE MAINTAINED. 5 u aEo-/wrT Mi W"T INSTALL TIGHTWATER POLY/PLASTIC PERMANUFACTURER3 DIRECTIONS MANUFACTURERS \� 19. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. 6 20. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS 7 ELI FI"K/W4T WILT 1-Q2 36"X36"X6"P.C.SLAB WITH 6X6W TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT. 8 LR1--Q4' !^ XAW1.4 WELDED WIRE MESH - - 21. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ - ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS 9 10 FVi K}- RED PLC INPUT 6 '1 " CONCRETE ALL LEACHING TEST HOLE 11 ---� Remote PLC Control Panel Detail MARK F NOT TO SCALE COLLAR 11 END PLUG 2"VENT 4"PVC WASTE LINE APPROVED BY THE SCDHS IN THE EVENT TEST HOLE ELEVATION 6'.a AIR SWITCH CI I 24 1 PITCHED 1/4" r 1'Min POOL LEACHING MATERIAL IS 12 ELIC FINK P Pe ENCOUNTERED ECAVATION IS TO BE 0'-01, BROWN LOAM(OL) RISER AND s CONTINUED TO SUITABLE MATERIAL AND 1 0 THIS APPLICATION IS APPROVED ONLY FOR WORK COVER BOX IN INSTALL PLASTIC IRIS RN BACKFILLED AS DETAILED CUTTING RINGS MAY BE REQUIRED HWA RU N FIBER JOINT RINGS AS NEEDED 12"MAX INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL D� '__ ;L RE` PACKING INSTALL PLASTIC RISER RINGS AS HEIGHT MARK"B" CONCRETE COVER BELOW GRADE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR FINISHED GRADE NEEDED 12"MAX HEIGHT 36'ELEV. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN - MUTE I `'R- ERN n PALE BROWN FINE SAND(SP) --PQLYLOK 20 INSTALL PC RINGS AS NECESSARY TO PVC PIPE D3034 5'MIN 2'MIN 8'-0" DISTRIBUTION BOX FF EL.10.9' BRING PROPOSED STRUCTURE TO CCDBDANCEW1Ili.APP1ICAHLEL-ODE _ SDR 35 CLEANOUT GRADE. HIGHEST EXPECTED GROUND WATER ELS !TEST +/-EL.9.5 OBSERVATION WELL INSTALLED I r ALARM Cl SEWER PIPE, TYP � I --� EL. -.1' 6'-1" Oi 10- - - - - - -- - CI 30°BEND -� _ I_ _ _INV EL.9 0'_ �`. ..RED 6LK - RF!J 'I FROM TO SEPTIC I 9 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER IN PALE BROWN FINE Z1 -- ------- ----- ---- / OWTS TO DISPERSIAL FROM TANK $- - - _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - S Consultants - - _ 7 I - - - - - - - - - - - - - - - ' s.i°� s � TRENCH DWELLING i - =. - GRADE ENABLE -- -�� - - - - - - - = - - - - - - - - - - - - - - - - - - - YEL n 5'- 4"PVC WASTE LINE I t i -_L ti L IIL PLC INPUT 4 THICK UNDERDRAIN 4,- PITCH 1/4"per 1'Min INV.EL.7.5' i' 't j INV.EL.7.33' - ---_ N 13'-0" FILTER MATERIAL PROVIDE SPEED 3'- - OVERRIDE TYPE 1 N CI 60° PVC WYE I :, Ill V.EL.ss' GROUND WATER ENCOUNTERED AT 6'-1'BELOW GRADE IN LEVELER ON EACH OUTLET 2�- - +/-EL.2.0'• I - -- ---- I INV.EL.6.2' 2'MIN `O PUS 4 YEL WHT N I o INV.EL.6.0' TEST HOLE BY MCDONALD GEOSCIENCE DATED 11/12/2019 l PLC INPUT POLYLOCK_DISTRIBUTION BOX MARK CI To Pvc HausE 1'- 2'MIN 4"PVC WASTE LINE a NO GROUND WATER ENCOUNTERED 0'- -- - -- - ----- -�-�-= -------PITCHED 1/4"per 1'Min--� -------�--� - ----�-� - - - - CSR1 "B11 CLEAN OUT D AI MAR "L" PRIMARY SEPTIC PROFILE HIGHEST EXPECTED GROUNDWATER EL.-Dg PL. WHT/RET I< PLC INPUT 5 �-__ ------ -- --- ---- �- --- NOT TO SCALE 'NOT TO SCALE 1/8" = V-0" CSR2 E LI' WHT/F INK �I PLC INPUT C S R 3 EL' WHT/VEL f� PLC INF'Ui EL.S W1 81 6230 SKUNK LN WETLAND PARCEL: EL-4 W 1 1000-104.-5-1.4 15'NON TURF NATIVE VEGITATION BUFFER BFTWEFN UPLAND FOUND CONC. I / NOTE: PROJECT CLOSEST PROPOSED STRUCTURE TO UNIMPROVED/VACANT EDGE OF WETLANDS PROPOSEDCONSTRUCTION MONUMENT FLOAT SWITCH TO BE RATED 2 AMP AT 120V MIN.MAIN PANEL - N WETLANDS ELE. 6.1' SCHEMATIC ELECTRICAL uF . RANDbLSFLAGGED / DISCONNECT MUST BE PROVIDED BY INSTALLER DASHED LINES EY EN CONSULTANTS,INC. REPRESENT ITEMS NOT CONTAINED IN THE PANEL.REQUIRED PI-BIO FOR HYDRO-ACTION AN440 ON DECEMBER 2008 �, . . . . TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS.FIELD W IREING MUST BE A MIN.OF 60C COPPER WIRES SEPTIC PRODUCTS INC N 175.79_ �• • ' ' ' ` ` I. I. ' ' ELE 4.76' FORD --- -- - -- -- -- - - - ------------ - TRUE ELE 3.,' N 160 5_ - . • // --- - T00"w i i i • i . . i . . . . . . . . • / UTILITY POLE '�n _ . i . . i i . . • i . i i i Y • . • i . . . Y • . . . • • • i U • i • • • • • • . i i i Y i i . • • • • • i . i NVT R56 EDGE OF PAVEMENT 2O r�rp::JJ/ - . • . . . . . • • • • Y • i i • i Y Y Y • i i Y i i i �i . . FOUND PIPE • . • • FLAG • • • ` _` Dc • Y • FLPG • • • . Y • • -.---„„"•-..-' """" / OVERHEAD WIRES �V • 20'SIDE PRINCIPAL SETBACK ELE.31'� ...... -----•^ Al.......--.i • . . . . • eP� [P FLAG 118 ..-,.y. // i FLAG• . . Y • i i . • Y i • . . . • • . • l r g5 ` •FLAG' ' ..--.-•, F..._ "7 • J \,\ -H 451/2 n i . • i y • FLAG le / m 1 481/2 D, • . . , • . / � suBTrrrPARcrL �� N H �+�. . Y • •FLAG. i • . i . i ///I / > OPO A p ] E < �. • .� ;xY `` �° i • • Y • . Y // / / m Applicant of Record: • i /� wCIO FLAG -_"---�� C< e.•++� ;� • \• / 9 l l �v~i Y� H EL.4 ' a sc,��.�� +�\ v cr / / I/ = tr ¢ a ISAAC R A E O 9; / , \ /I/ / W PgON O N °•I '° - --` - - I p'' Jr CJT /J / ems(/ O v� / r \+' .,� ... _ 7`2 :" '� LINE OF PROPOSED " I Q� ` 4 11575 MAIN BAYVIEW RD SOUTHOLD 11971 W LT T. 347-276-6093 E. clay@isaac-rae.com (:,:D -. `,�.211\ ✓� . / LINE OE EXISTING WOODED VEGITATION / \ NPMIAIER 0vE ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET 3 / EL5 i �. •.o \\ G OJ t "-[-..r.'�'", EDGE OF PAVEMENT E 4 ° /_.J �\ / "' / / FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED i ( UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. DI- ANCE TO FLAGED / � W - UTILITY POLE S/ IN / /� NYTa57 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR _ Fes_ \ 511/2 QS *r+ % r / \ �� TEST HOLE ELA CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN ELE. 6.0' W I PERMISSION OF ISAAC-RAE ARCHITECTURE i '' ,` - -� / .�Gma.�a.,�� man r. = EpBLE -TER 'CES W,' EL5 6125 SKUNK LN REMOTE PLC CONTROL PANEL / \ `\ PROPOSED WA ` 11 PUBLIC WATER PEF}N �� t LINE MONUM1:NTaa- IMPROVED W/HP80 COMPRESSOR C b _ EL6-, \ o h t 24' 1 N / LOCATION PLAN Project: \�� I I EXISTING SHE D TO BE. 1 y� ��u��, (/��/��I-__ __--_.__- - REMOVED �1 �� i � +�;. � � I i (J� I \ '� / 11 ---_._ -_- 200 HAYWATER DRIVE / W I I / � . I \ / I 1 (P /I �/ 1 = 400v-011 ' IMPROVED ON / EL.9 Y„ I -I } \ Skunk Lane Residence PUBLIC WATER ` * / s. -- EL.7 ` j BFFR?6 IS m II ---- -1 - - EXISTING BRICKPRppOSEO•- } �I , 6370 Skunk Ln, Cutchogue, NY 11935 FIRE PLACE TO BE f 11 �Y REMOVED x.' 0„ Twp STO��LY 1 �O ' PROPOSED SEPT}C SITE INFORMATION EL8 I I z2' } SINGLE FAM \ 1 SYSTEM FLOW LINE '�,� GAQ ';' , : Y I pWELLING �, ; 1 DRVWELLFORROOF �. 1W- 1 STCM NO. 1000-104-05-3.3 Project 02 Q DRAINAGE 1 '- 4 t GARAGE -- ` �` oENTRrTERRAGE� ' SITUATED IN CUTCHOGUE EL. '1 E TOWN OF SOUTHOLD SUFFOLK s ENTRY Seal/Signature: DRY AGE TERRACE 15.sIDePRINCIPALSETBACK 17 6,. I 24 PR POSED DRIVEW AY� _ xSKUNK _ .._- .... ...v.- J � � ', EL. 5.5' ` � 64 M PROVED COUNTY NY In 14'-0' / 1 I 1 M .. - v eul�InG"sETBAc"ij/ PRIVATE WELL ZONING 12'-2„ YARD A=CESSO= '� ` 72 D ..-- .� -"-D•slo= - \\ NOT WITHIN 150'OF R-40 1 \' 22-0 PROPERTY A 20,.0„ _ - -=.� II z LOT AREA 1 `' r TOTAL LOT AREA=24,560 SF(.56 ACRES) mm� EL.9 EL.8 /I NON-WETLAND!UPLAND AREA=18,585(.43 ACRES) 64 100'WETLANDS SETBACK 63 , E_ 150.00' 100'WETLANDS SETBACK EL.7 EL.6 I \�.�ERED qR so 36'1 / z LOT COVERAGE BY AREA OF BUILDING(ROOFED COVERAGE) G PG CLAY co"Al I 7 we 1 I 3 '� ALLOWED=4,912 SF(20%)PER SOUTHOLD TOWN CODE E L.8 I 150'SETBACK FOR LEACHING EXISTING LOT COVERAGE=6%1,588 SF STRUCTURF/ ELE 79' SYSTEM FROM PRIVATE WELL(INCLUDING EXPANSION) PROPOSED LOT COVERAGE=11% PROPOSED MAIN DWELLING=1,800 SF 1 n 1 I TOTAL PROPOSED=2,250 SF u E- S 690 23'50" W - 95.00 ��\ g I OVERHEAD WIRES I � 6520 SKUNK LN ` FLOOR AREA BREAKDOWN FOR PROPOSED MAIN DWELLING /�^ 19,39767 O 1 IMPROVED ON FINISHED BASEMENT LEVEL=---- (\ 40 60 PRIVATE WELL 2ND GROUND LEVLE tE =1, OOSF �� NEV4 O I DETACHED GARAGE=440SF BILL OF MATERIALS ITEM P/N DESCRIPTION QTY: I HA-180053 AN440,245 NITROGEN REDUCTION COMPLETE 1 SITE NOTES SEPTIC NOTES SEPTIC CALCULATIONS LEGEND TANK,PRE/PUMP 400 Date: Scale: A 180052 1 STCM NO.1000-104-05-3.3 TABLE 3-MINIMUM I/A ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES A-PROPOSED HYDRO ACTION AN 440 I/A OWTS - AS NOTED KIT,SNG 2 TANK CONNECTING STANDARD SITUATED IN CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY NY. B-20"POLY LOCK DISTRIBUTION BOX /1 (1 n B 130002 1 REQUIRED FOR 4 BEDROOM MINIMUM CAPACITY 440 GALLONS PER DAY IIIVJ_ U • TOTAL SITE AREA=24,561 SOFT OR.564 ACRES C-SEWER LINE FROM PRIMARY RESIDENCE PVC SCHD 8C PIPE 8"MIN COVERAGE EXISTING CONTOUR Drawing Title: C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 UPLAND AREA=18,624 SOFT. D-8'X 2'PC LEACHING POOL PROVIDED FOR 4 BEDROOM PROPOSED CAPACITY 440 GALLONS PER DAY - BUILDING SETBACKS PROPOSED SITE PLAN THERE IS ONE PRIVATE WELL WITHIN 150'OF PREMISIS. E-,8'X 2'PC LEACHING 50%EXPANSION LEACHING POOL D AN400-P AN400 W!PLATFORM COMPLETE 1 THERE ARE WETLANDS AND SURFACE WATERS WITH 300'OF SITE F-HYDRO-ACTION CONTROL PANEL AND AIR PUMP LEACHING CALCULATIONS � _ 95'TO INTERSECTION OF CLOSEST ROAD(HAYWATERS DRIVE) G-PROPOSED ELECTRICAL PANEL 1,ELECTRIC LINE TO BE PACES IN CONDUIT JUN 14 2 21 I� EC50-30-L-80-PLC OPS,EC50-30-L-80-PLC ------ WETLAND SETBACKS E 1 FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP NO. H- EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDONED OR REMOVED TABLE 4-MINIMUM LEACHING SYSTEM DESIGN FOR A FOUR BEDROOM RESIDENCE L.0 36103CO164 } IN ACCORDANCE WITH SCDHS STANDARDS SHALLOW GROUND WATER. SITE BOUNDARY r ZONE AE:BASE FLOOD ELEVATIONS DETERMINEDI-SW EW ER LINE CLEAN OUT AN400 245 NITROGEN REDUCTION SYSTEM COMPLETE DRAWN BY:A.DAVIS ZONE X AREAS OF.2%ANNUAL CHANCE FLOOD AREAS OF 1%ANNUAL CHANCY/ REQUIRED 6 pool;2'deep,8'dia.30OFT2 SIDEWALL AREA e. FLOOR WITH AVERAGE DEPTH OF LESS THAN VOR WITH DRAINAGE AREAS/ "" - FOOTPRINT OF EXISTING Drawing No.: C\J ° APPROVED BY: SIGNATURE DATE: REV. �PARrft LESS THAN 1 SQUARE MILE,AND AREAS PROTECTED BY LEVEES FROM 1% PROVIDED 2 BUILDING&PATIO Southold TOWC! g 6 pool;2'deep,8'dia.30OFT SIDEWALL AREA WITH 50%EXPANSION POOL O I �s"` l 05/31/17 0 HA-180053 ANNUAL CHANCE FLOOD. - - AREA OF WETLANDS Board of Trustees 1 - c C\1 PROPOSED DRIVEWAY APA r _ - QQ co 1 Proposed Site Plan LOCATIONOFPRIVATE WELL ONNEIGHBORING - D Rw G PROPOSED DWELLING PROPERT 1 20'-0" _ - ATE _ H AYW 15'NON TURF BUFFER HEALTH DEPARTMENT APPROVAL STAMP TERMS AND CONDITIONS The Permittee, HC NoFo,LLC, residing at 6370 Skunk Lane, Cutchogue,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President �F so�jy Town Hall Annex A. Nicholas Krupski,Vice President O �� 54375 Route 25 John M.Bredemeyer III P.O. Box 1179 Southold,New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 Greg Williams �`� �� Fax(631) 765-6641 �yC4UNT`I,�c� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 21, 2021 Isaac Clay Coffey, R.A. 11575 Main Bayview Road Southold, NY 11971 RE: HC NOFO, LLC c/o TODD FEUERSTEIN, MANAGING PARTNER 6370 SKUNK LANE, CUTCHOGUE SCTM# 1000-104-5-3.3 Dear Mr. Coffey: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, June 16, 2021 regarding the above matter: WHEREAS, Isaac Clay Coffey, R.C., on behalf of HC NOFO, LLC c/o TODD FEUERSTEIN, MANAGING PARTNER applied to the Southold Town Trustee's for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 15, 2018, 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 recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements; relocation of dwelling further landward; installation of an Innovative Alternative Wastewater Treatment System; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 14, 2021, May 19, 2021 and June 16, 2021, 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, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board-of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of HC NOFO, LLC c/o TODD FEUERSTEIN, MANAGING PARTNER for a proposed two story single-family dwelling to replace existing single story house, to include an addition of a new 440 sq ft two car accessory garage and proposed 2,465 sq ft gravel driveway. The existing building 883 sq ft will be demolished, and the newly proposed ground floor will be1,800 sq ft with a proposed second floor that is 1,175 sq ft. Total square footage of the new two story dwelling will be 2,975 sq ft. This project also includes a wrap-around ground floor terrace on the north, west and east sides of the house totaling to 1,008 sq ft as well as a new 250 sq ft second floor deck. There is one proposed 62 sq ft built-in planter to run adjacent to the northside ground floor terrace. This project will include the installation of an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands in addition to the creation of a non-turf barrier 15ft upland of the wetlands composed of native vegetation to further protect wetlands. The new structures will protect and improve water runoff conditions on the site by implementing 8" dip x 2' deep dry wells with gutter leaders for roof run off. The site will retain and establish new native vegetation to provide added soil stabilization and filtering capacity; and as depicted on the site plan prepared Isaac Clay Coffey, received on June 14, 2021, and stamped approved on June 16, 2021. 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 :10 urs, paa� m President, Board of Trustees GG/dd S%JFFO(,��o Glenn Goldsmith, President ��o Gy Town Hall Annex A Nicholas Krupski, Vice-President y = 54375 Route 25 John M. Bredemeyer, III o P.O. Box 1179 Michael J. Domino Southold, NY 11971 Greg Williams of 'X` �a Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: HC NOFO, LLC c/o ISAAC CLAY COFFEY Please be advised that your application dated October 15, 2018 has been reviewed by this Board at the regular meeting of June 16, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees ISAAC-RAE Studio 430 Main Street Greenport NY 11944 June 14, 2021 ATT: DIANE DISALVO SOUTHOLD TRUSTEES SUBJECT: 6370 SKUNK LANE Hello Diane: Please find the updated site plan and project description for this project located at 6370 Skunk Lane, as the Trustee notes requested. The updated plans and description now note a 15 foot non turf buffer. Thank you, Margot Coffey ISAAC-RAE mar g of isaac-rae.cor clay@_isaac-rae.com E C E V Phone: 646-275-2447 J JUN 142. , Southold'Town w oars Trustees ISAAC-RAE STUDIO 11575 MAIN BAYVIEW RD SOUTHOLD NY 11971 June 14, 2021 ATT: DIANE DISALVO SOUTHOLD TRUSTEES SUBJECT: 6370 SKUNK LANE PrWed r Proposed two story single-family dwelling to replace existing single story house, to include an addition of a new 440 sq ft two car accessory garage and proposed 2,465 sq ft gravel driveway. The existing building 883 sq ft will be demolished, and the newly proposed ground floor will be 1,800 sq ft with a proposed second floor that is 1,175 sq ft. Total square footage of the new two story dwelling will be 2,975 sq ft. This project also includes a wrap around ground floor terrace on the north, west and east sides of the house totaling to 1,008 sq ft as well as a new 250 sq ft second floor deck. There is one proposed 62 sq ft built-in planter to run adjacent to the northside ground floor terrace. This project will include the installation of an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands in addition to the creation of a non-tun`barrier 15ft upland of the wetlands composed of native vegetation to fur(her protect wetlands. The new structures will protect and improve water runoff conditions on the site by implementing 8"dia x 2'deep dry wells with gutter leaders for roof run off. The site will retain and establish new native vegetation to provide added soil stabilization and filtering capacity. JUN 14 Sou tholTn rd oTrustee. NOTE ALL MOTORS MODF` NO 307-R? - STORM WATER DRAINAGE SYSTEMS CALCS. GENERAL NOTES DRAWING ISSUE MUST HAVE INTERNAL N0. DATE ISSUED FOR PUMP/COMPRFSSFR POWER CIRCUIT OVERLOAD PROTEC71CIN 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH PACE PROPOSED DWELLING ROOF AREA KEY COMMENTS SERVICES AS REQUIRED. 1 10/30/2019 SOUTHOLD TOWN TRUSTEES a: �I' C131 C--Fl F ooF_ M1 t t 12. SURVEY BY NATHAN TAFT CORWIN III LAND SURVEYOR DEECEMBER 18 2018 UPDATED JUNE 15TH 2018 2 L1 ELK O ELK K P1 \T%' SPRAY '1 1794 SOFT X.17=305 CUBIC FEET 3. ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAVD 1988) 3 NI wRT W"T N ; PUMP 1 UMP RATING 30s CUBIC FEET/42.2- 7.2'OR 8'OFVERTICALS' DIAMETER DRYWELL PROPOSED (6) 8' 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION 4 �, -- ... �' --�--- - -- MOTOR , ' - D1 DIAMETER X 2' DEEP SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. 3/4Hf' @ 115V PROPOSED (6)8'DIAMETER X 2'DEEP DRYWELL DRYWELL 5. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR 5 150 FLA STRUCTURES. 6 CR2 r_Rz E: LOOPS M2 '"y 6. THE CONTRACTOR HALL BE RESPONSIBLE F R E RIN ALL NECESSARY PERMIT BEFORE COMMENCING WORK�' '� CO O SO SECURING GS O C G O 7 --0ELK 0___................E"_-------- __--- K_._R�1----.---___ RFCIRC'1PUMP RATINGS PROPOSED GARAGE ROOF AREA 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE I � p � � PUMP } 3/4HP @ 1 15V PROPOSED (3) 8' g WNT W"T N�-----------, MOTOR ; 15 0 E LA 1,840SQFTX.17=313 CUBIC FEET FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. - DIAMETER X 2' 9 313 CUBIC FEET/42.2= 7.40R8'OFVERTICALS' DIAMETER DRYWELL D2 DEEP DRYWELL 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 CB3 c 3 e. LooF LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 10 y PROPOSED (3)8'DIAMETER X 2'DEEP DRYWELL 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. 11 L MIXER ',PUMP RATINGS PUMP 3/aHP c 115v 10. SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS. 12 wl1T N -----/---�, MOTOR ' 15 0 F I_A 20 AMP BREAKER 11. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, F - ALL ELECTRIC TO BE PLACED ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND DRAWING REVISIONS CB4 -- IN SCH.80 PVC CONDUIT EXI ING ELECT I AL SEDIMENT CONTROL". cFY __________; 'COMP RATINGS EXTERIOR RATED JUNCTION BOX BELOW PANEL 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. COMP 1/4HP c 115V GRADE IN A SPRINKLER BOX " 13. TOTAL LOT AREA AREA=64,636 S.F. (1.484 ACRES) NO. DATE REVISION WELL MOTOR /� 54 FLA WATER TIGHT POLY/PLASTIC COVER INSTALL 1 ' PER MANUFACTURERS DIRECTIONS 14. THERE IS ONE WELL WITH 150 OF THE PROPERTY OWTS AND LEACHING FIELD ARE NOT WITHIN 150' OF WELL. = g 15. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE ThE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. 2 n ALL ELECTRIC TO BE PLACED IN SCH.80 16. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT FROM SUFFOLK COUNTY e1 W1 PVC CONDUIT o 17. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. The DESIGN ENGINEER SHALL PROVIDE RECORD 3 REMOTE PLC CONTROL PANEL 4 = W/HP8o COMPRESSOR % DOCUMENT S AS REQUIRED BY SCOH. 5 LR1-Q1 WATER TIGHT POLY/PLASTIC HOUSEING 18. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE OWNER AND INSTALLER MUST BE MAINTAINED. E"' RE( M1 W"T INSTALL PER MANUFACTURERS DIRECTIONS 19. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T 0 SCOH.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. 6 20. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS 7 LR 1-QL �l 36"X36"X6"P.C.SLAB WITH 6X6W a - - TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT . e°' - , .-- _ "K/W"' v1 W"' XAWIA WELDED WIRE MESH - - 21. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ I 1 � ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS 9 LR1-Q4 10 _ � RED ALL LEACHING POOLS SHALL BE PLACED EL'_ PLC INPUT Remote PLC Control Panel Detail MARK "F" IN ACCEPTIABLE LEACHING POOLS AS TEST HOLE 11 6 CONCRETE APPROVED BY THE SCDHS IN THE EVENT NOT TO SCALE COLLAR 2411 END PLUG 2"VENT 4"PVC WASTE LINE resTHOLEELEVAnoNs'.a AIR SWITCH CI I _ PITCHED 1/4"per 1'Min ENCOUNTER DG CAVATIIONI S TO BE 12 EL�i RINK RISER AND - CONTINUED TO SUITABLE MATERIAL AND O'-O" BROWN LOAM(OL) COVER cv 20"POLY LOCK DISTRIBUTION BACKFILLED AS DETAILED.CUTTING 1'_0" THIS APPLICATION IS APPROVED ONLY FOR WORK BOX INSTALL PLASTIC RISER RINGS MAY BE REQUIRED - FIBER JOINT RINGS AS NEEDED 12"MAX INDICATED ON THE APFLICATION SPECIFICATION SHEET. ALL L RUN INSTALL PLASTIC RISER RINGS AS HEIGHT MARK"B" CONCRETE COVER BELOW GRADE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR E1 11 PACKING NEEDED 12"MAX HEIGHT 36'ELEV. - FINISHED GRADE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Ok- ERN POLYLOK 20 INSTALL PC RINGS AS NECESSARY TO PALE BROWN FINE SAND(SP) MUTE /� PVC PIPE D3034 U MIN 2'MIN 8'-o^ CGORDANCE-WtT+APPLICABLE-COD BRING PROPOSED STRUCTURE TO DISTRIBUTION BOX FF EL.10.9' - HIGHEST EXPECTED GROUND WATER !TEST +/-EL.9.5 OBSERVATION WELL INSTALLED I ALARM SDR 35� CLEANOUT GRADE. CI SEWER PIPE, TYP 10,- -_ EL. .1' 6' 1" CI 30' BEND _ I _ _INV EL.9.0' TO SEPTIC I 9 '"� �.------+...� I SAND SP)PALE BROWN FINE 1 FROM 8'- - - - - - - - - - - - - - - - - - . ..• �.:.::::.:.:. :.�..ca - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_��Eq BlK- _ RED W-T- OWTS TO DISPERSIAL FROM TANK I - - - - i.< _ ,..<g{�' , ' .- - - - - - - - - - - - - - - - - - Consultants 7'- - - - - - - - - - - - - - - - - - - - - - r L - -GRADE- - - - - - - - - - ENA_LE - 1 TRENCH DWELLING s- - - - - - - - - - - - - - - - - - - - - - 'I rt,- - - - - - - -o - - - - - - - - - - - - - - - - - - - - �rt l YEI 5'- INV.PVC WASTE LINE 1}1_, ' L �1� PLC INPUT " INV.EL.7.5' I INV.EL.7.33' 1_ L 4 THICK UNDERDRAIN 4'_ i PITCH 1/4"per 1'Min 1 i FILTER MATERIAL _ 3'- I * ti INV.EL.6.6' GROUNDWATER ENCOUNTERED AT6'-l*BELOW GRADE PROVIDE SPEED ( _.f li OVERRIDE TYPE 1 N CI 60'PVC WYE I LEVELER ON EACH OUTLET 2'- - +/-EL.2.0' I II INV.EL.6.2' 2'MIN PVA 3 t YEL/w"r „�qq� i'v I o INV.EL.6.0' 4 !S PLC INPUT 1'- - TEST HOLE BY MCDONALD GEOSCIENCE DATED 11/192019 L; L POLYLOCK DISTRIBUTION BOX MARK CI TO PVC HOUSE 2 Mw a°PVC WASTE LINE --`--`- - - - -�-�- NO GROUNDWATERENCOUNTERED - - o'- �- - - - - - - -�-� -� -PITCHED 1/4"per 1'Min--�-�-�-�--- - -�- - - - CSR 1HIGHEST EXPECTED GROUNDWATER EL.-0.9' PE's wHT REE. 5 "B" � CLEAN OUT DETAIL-MAR_ _ _"L" P_RIMARY SEPTIC PROFILE 3 PLC INPUT NOT TO SCALE -NOT TO SCALE 1/811 = 11-0" CSR2 40 EVA ,.,f WHT/FINK 4R PLC INPUT CSR3 WHT/YEL ,.�� EL.5 nd PLC INPUT ELA W1 311 6230 SKUNK LN WETLAND PARCEL: / NOTE: W 1 PROJECT 1000-104.-5-1.4 15'NON TURF NATIVE VEGITATION BUFFER BETWEEN UPLAND FOUND CONC. / CLOSEST PROPOSED STRUCTURE TO UNIMPROVED/VACANT EDGE OF WETLANDS PROPOSED CONSTRUCTION MONUMENT N WETLANDS RLE. 6.1' FLOAT SWITCH TO BE RATED 2 AMP AT 120V MIN.MAIN PANEL OF TLANDS AS FLAGGED _ SCHEMATIC ELECTRICAL BY EN-CONSULTANTS,INC DISCONNECT MUST BE PROVIDED BY INSTALLER DASHED LINES ON DECEMBER 2006 REPRESENT ITEMS NOT CONTAINED IN THE PANEL.REQUIRED SPI-BIO FOR HYDRO-ACTION AN440 TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS.FIELD N + , W IREING MUST BE A MIN.OF 60C COPPER W IBES SEPTIC PRODUCTS INC rJ 16°57'00"W - 175.79_ // RLE. 4.76' NGROP TRUE ELE 3.1 + FLAG / UTILITY POLE '(D�• • NY 456 EDGE OF PAVEMENT J FLAG FOUND PIPE \ , + • + + , FLA: • + + , + + , + + • + r PRINCIPA,Sp-BACK • - -•^^' OVERHEAD W IRES t FLAG ELE.31'� � -� ED FLAG 1 ` `FLAG.,,,�........--- ^' ^< <,Y • + + + . • • + + + + • + + • . • • � • • / 451/2 YJ 1 + �h q • .� + • + • . . + + + FLAG,{ / E N 481/2 T sue EcrPARCEL H + r �� + . •FLAG. • + • + + • + + j QP 77 • �.. FLAG / n'1 . .� , , , i , Applicant of Record: EO FLAG �'�_�-�. yx / W lG W 9� ISAAC - RAE EL.4 c�O m1 �• /Qr // I/ a p 3 O�DRNE � a '� /I / �3 O S MPS ext "# i = / ✓ 11575 MAIN BAYVIEW RD SOUTHOLD 11971 LINE OF PROPOSED \ a \. W SILT FENCE AND HAY 1 �� r` 4y Wo .:.. BAILS! . \ m T. 347-276-6093 E. clay@isaac-rae.com 218 .. O a' i Y "7 / i , -""_iii 1� C . yv • .2 � ,..�'� .4,a •,/ 1 / ([, LINE OF EXISTING 1 ® O + �., `' a'.oA WOODED VEGITATION R CLAVE ® » a." / 203 / EL5 H y 9Y.' Z{ ® \\ 'v r�•• ,,x ry \ \ NAJ PIE ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET E EDGE OF PAVEMENT FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED „ m ✓ 1 ® \\ �',:, fid`` / / a•;.. ,.a i� ;x• 1 UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. TANCE TO FLAGED / W - UTILITY POLE WE / ^°1 ,� NYTs57 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR - 511/2 QS ' � `< I / + S - TEST HOLE I EL.4 CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN • r / t \•. ( RLE. 6.0' W I PERMISSION OF ISAAC-RAE ARCHITECTURE QS ® - J{ q E I EL5 6125 SKUNK LN BLE TE' \ PROPOSED WA FOUND STONE I REMOTE PLC CONTROL PANEL i,s / i PEaMFA - _ \ t \ LINE MONUMENT 4.4, t I / IMPROVED W/HP80 COMPRESSOR . . / _ _ _` 1 - . _ \ \ , \\\�\' "�� \ \ W i I' PUBLIC WATER �2A' 6" 1 \ 1 1 p t _, _ LOCATION PLAN Project: EXISTING SHED TO BE. 1 ' �� .,•i•, `.� •1 \ \ \ I W I / 2 11 200 HAYWATER DRIVE RErnov� k 1 _ /I 1 - 400'-0"Cq Skunk Lane Residence -_�• ... IMPROVED ON / EL.9 T PUBLIC WATER EL.7 <. ;' I l� �aBEDRooMs - - j ROP'oSEp ! IUn I 6370 Skunk Ln, Cutchogue, NY 11935 EXISTING BRICK 71� FIRE PLACE TO BE r/ P REMOVED I TW O Y Q I SEPTIC i EL.8 ';' x. 22 0.. LY �i� \ 1 PROTO�ED SITE INFORMATION t SIN E1-LING ` . I sys FLOW LINE �. N oW---- 1 \ \ 1 STCM NO. 1000-104-05-3.3 Project No.: DRYWELL FOR ROOF ;. _ `'' Twp o �. -' � \ ' SITUATED IN CUTCHOGUE IR-02 DRAINAGE 1 '. ti + ENTRY TERRACE I B � EL.8 "�� .i 20'X 22' '.I } �, TOWN OF SOUTHOLD SUFFOLK •; DRY STORAGE TERRACE PRINCIPAL-SETBPCK Seal/Signature: / �' � ,,•� \ / ,5'SIDE� 2a 6,: `.,•+a,,16'-6„ � f .PROPOSED DRIVEW AYl\ II \ 6425 SKUNK LN COUNTY NY. in "� / IMPROVED 1 14 0' 1 -^ g Q L. 5. N PROPERTY O R-40 1 , ULDINGSETBACK \ <'j� e� E 5'�a 12' 2' ccEssoRY B i J PRIVATE WELL ZONING -- ....w^'YAROA 72 D ... .....,.m.... ,0 BIDE - \' 22'-0„ � �' "� NOT WITHIN 150' F t - II z LOT AREA I TOTAL LOT AREA=24,560 SF(.56 ACRES) A 20 0 rte- w NON-WETLAND/UPLAND AREA=18,585 .43 ACRES ERE 100'WETLANDS SETBACK ~� EL.9 I EL.8 / EL.7 EL.6 /I ( ) s� D'9 sa A 63 \ 1 50.0v� - 100'WETLANDS SETBACK I in \ 1 1 - S 200 36'10" E 1 / II �j 6 LOT COVERAGE BY AREA OF BUILDING(ROOFED COVERAGE) ��GG�pF�OLAY�o w* � I ALLOWED=4,912 SF(20%)PER SOUTHOLD TOWN CODE N EL.8 ' EXISTING LOT COVERAGE=6%1,588 SF 150'SET BACK FOR LEACHING I STRUCTURE/ �' "M•" "_ ELF 7.9' SYSTEM FROM PRIVATE WELL(INCLUDING EXPANSION) PROPOSED LOT COVERAGE=11% l PROPOSED MAIN DWELLING=1,800 SF TOTAL PROPOSED=2,250 SF 8 < S 690 23'50" W - 95.00' OVERHEADWIRES m OJ9767 6520 SKUNK LN 1 FLOOR AREA BREAKDOWN FOR PROPOSED MAIN DWELLING IMPROVED ON FINISHED BASEMENT LEVEL=---- PRIVATE EVEL=----PRIVATE WELL 2ND GROUND LEVLE VEL=1, OOSF ao 60 I DETACHED GARAGE=440SF I ��O BILL OF MATERIALS ITEM P/N DESCRIPTION QTY: I I HA-180053 AN440,245 NITROGEN REDUCTION COMPLETE 1 SITE NOTES SEPTIC NOTES SEPTIC CALCULATIONS ._ LEGEND Date: scale: TANK,PRE/PUMP 400 A 180052 1 STCM NO.1000-104-05-3.3 A-PROPOSED HYDRO ACTION AN 440 I/A OWTS TABLE 3-MINIMUM I/A ONSITE W ASTEWATER TREATMENT SYSTEMS CAPACITIES M AS NOTED KIT,SNG 2 TANK CONNECTING STANDARD SITUATED IN CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY NY. B-20"POLY LOCK DISTRIBUTION BOX ll Drawing Title: 2 B 130002 1 REQUIRED FOR 4 BEDROOM MINIMUM CAPACITY 440 GALLONS PER DAY p • TOTAL SITE AREA=24,561 SOFT OR.564 ACRES C-SEWER LINE FROM PRIMARY RESIDENCE P'✓C SCHD 80 PIPE 8"MIN COVERAGE EXISTING CONTOUR C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 UPLAND AREA=18,624 SOFT. D-8'X 2'PC LEACHING POOL PROVIDED FOR 4 BEDROOM PROPOSED CAPACITY 440 GALLONS PER DAY PROPOSED SITE PLAN THERE IS ONE PRIVATE WELL WITHIN 150'OF PREMISIS. E-,8'X 2'PC LEACHING 50%EXPANSION LEACHING POOL - - - - BUILDING SETBACKS Ln D AN400-P AN400 W/PLATFORM COMPLETE 1 THERE ARE WETLANDS AND SURFACE WATERS WITH 300'OF SITE F-HYDRO-ACTION CONTROL PANEL AND AIR PUMP LEACHING CALCULATIONS UN 1 4 95'TO INTERSECTION OF CLOSEST ROAD(HAYWATERS DRIVE) G-PROPOSED ELECTRICAL PANEL 1,ELECTRIC LINE TO BE PLACES IN CONDUIT ------- WETLAND SETBACKS I J 2021 E OPS,EC50-30-L-80-PLC 1 FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP NO. H- EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDONED OR REMOVED TABLE 4-MINIMUM LEACHING SYSTEM DESIGN FOR A FOUR BEDROOM RESIDENCE l\ EC50-30-L-80-PLS L.0 36103CO164 I IN ACCORDANCE WITH SCDHS STANDARDS SHALLOW GROUND WATER. SITE BOUNDARY T .� ZONE AE:BASE FLOOD ELEVATIONS DETERMINED I-SW EW ER LINE CLEAN OUT - -- ^ _ AN400 245 NTROGEN REDUCTION SYSTEM COMPLETE DRAWN BY:A.DAVIS ZONE X AREAS OF.2%ANNUAL CHANCE FLOOD AREAS OF 1%ANNUAL CHANC REQUIRED 6 pool;2'deep,8'dia.30OFTI SIDEWALL AREA '^°^^ FOOTPRINT OF EXISTING *- FLOOR WITH AVERAGE DEPTH OF LESS THAN VOR WITH DRAINAGE AREAS/ .SOl1tNOICI TOWfI Drawing No.: BUILDING&PATIO CV APPROVED BY: SIGNATURE DATE: REV. PART# LESS THAN 1 SQUARE MILE,AND AREAS PROTECTED BY LEVEES FROM 1% PROVIDED 6 001;2'dee 8'dia.300FTzSIDEWALL AREA WITH 50%EXPANSION POOL Board of Trustees h APPROVED 05/31/17 0 HA-180053 ANNUAL CHANCE FLOOD. p p'� AREA OF WETLANDS N 1 - - PROPOSED DRIVEWAY Proposed Site Plan PROPER1 OF PRIVATE WELL ON NEIGHBOR ING - R�vE PROPOSED DWELLING p TER p 1" = 201.011 I� n YN A15'NON TURF BUFFER HEALTH DEPARTMENT APPROVAL STAMP � !., 7 .. a� NOTE ALL MOTORS MOIIELNU STORM WATER DRAINAGE SYSTEMS CALCS. GENERAL NOTES DRAWING ISSUE '-507-R2 MUTT HAVE INTERNAL NO. DATE ISSUED FOR PUMP/COMPRESSER POWER CIRCUIT OVERLOAD FROTECTION 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH nPAGE PROPOSED DWELLING ROOF AREA KEY COMMENTS SERVICES AS REQUIRED. 1 10/30/2019 SOUTHOLDTOWNTRUSTEES CB1 C-ERI6 `E'L'FM1 - - - - _ 2. SURVEY BY NATHAN TAFT CORWIN III LAND SURVEYOR DEECEMBER 18 2018 UPDATED JUNE 15TH 2018 F 2 L1 EL" O "---- C� E`" P1 `;T jPRAY 1794 SOFT X.17=305 CUBIC FEET 3. ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAVD 1988) 3 r PUMP PROPOSED (6) 8' 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION 4 > N ---- W"i ---- w - N --------- PUMP kATING� 305 CUBIC FEET/42.2= 7.2'OR8'OFVERTICAL8' DIAMETER DRYWELL LC, - ----- -- �' MOTOR D1 DIAMETER X 2' DEEP SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. - /41TP Cr, 115v PROPOSED (6)8'DIAMETER X 2'DEEP DRYWELL DRYWELL 5. A MININIUM SEPARATION OFTEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR 5 150 FLA STRUCTURES. 6 2 CE2 CSF2 E: L00F5 M2 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK 7 E K�o------t�K --_ ----_----_--- ELK, f,�' -.--..--.-.____-%RECIRC''PUMP RATINGS 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE I � �----[� ,1 3 p � � PROPOSED GARAGE ROOF AREA PROPOSED 3 8' PUMP /4H, @ 1155 I O g W"T I W"T N ------- MOTOR 15 0 FLA 1,840SOFT X.17=313 CUBIC FEET DIAMETER X 2' FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. ' j 313 CUBIC FEET/42.2= 7.4 OR8'OFVERTICAL8' DIAMETER DRYWELL D2 DEEP DRYWELL 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 9 CB3 c F3 e: LooF � ---0 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 10 C F _ r,-I r PROPOSED (3)8'DIAMETER X 2'DEEP DRYWELL 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. �T;- La MIXER ' PUMIP RATINGS 11 - -' PUMP 3/4HP 115v 10. SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS. 12 W"T N --------- MOTOR 15 0 FLA 20 AMP BREAKER 11. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, -- ALL ELECTRIC TO BE PLACED ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND DRAWING REVISIONS CB4 EXI ING ELECT IAL SEDIMENT CONTROL". y- IN SCH.80 PVC CONDUIT PANEL Y o- GRY r I----------� COMP ``COMP RATINGS EXTERIOR RATED JUNCTION BOX BELOW 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY STANDARD PROCTOR TEST. 1/4 HP C 115V GRADE IN A SPRINKLER BOX " 13. TOTAL LOT AREA AREA=64,636 S.F. (1.484 ACRES) N0. DATE REVISION W r ---_ - MOTOR 5 4 F L A WATERTIGHT POLY/PLASTIC COVER INSTALL 14. THERE IS ONE WELL WITH 150 OF THE PROPERTY OWTS AND LEACHING FIELD ARE NOT WITHIN 150'OF WELL. 1 PER MANUFACTURERS DIRECTIONS4�7-, 15. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE ThE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. 2 ALL ELECTRIC TO BE PLACED IN SCH.80C7 PVC CONDUIT16. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY 3 E31 W1 17. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. The DESIGN ENGINEER SHALL PROVIDE RECORDREMOTEPLMPRESSOLPANEL DOCUNIENT S AS REQUIRED BY SCOH. 4 W/HP8000MPRESSOR LR1-Q1 18. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE OWNER AND INSTALLER MUST BE MAINTAINED. 5Ev1 RE[/WHr wFa WATALLER PER ANUFACTUREPOLY/PLASTIC S DI ECTIING 19. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T 0 SCOH.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. 6 INSTALL PER MANUFACTURERS DIRECTIONS20. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS 7 LR1-Q2 36"X36"X6"P.C.SLAB WITH 6X6W TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT . 8 EL,IFINK�WHT NHT21. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/X.4W1.4 WELDED WIRE MESH ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS 9 LR1-Q4 10 ELI RED PLC INPUT �� CONCRETE ALL LEACHING POOLS SHALL BE PLACED TEST HOLE 11 � Remote PLC Control Panel Detall MARK F IN ACCEPTIABLE LEACHING POOLS AS 6 APPROVED BY THE SCDHS IN THE EVENT NOT TO SCALE COLLAR END PLUG 2"VENT AIR SWITCH CI 2411 4"PVC WASTE LINE POOL LEACHING MATERIAL IS TEST HOLE ELEVATION 6'+/- 12 �I PITCHED 1/4"per 1'Min ENCOUNTERED ECAVATION IS TO BE ELII FINK RISER AND I CONTINUED TO SUITABLE MATERIAL AND 0'-011BROWN LOAM(OL) COVER N 20"POLY LOCK DISTRIBUTION BACKFILLED AS DETAILED.CUTTING 11-011THIS APPLICATION IS APPROVED ONLY FOR WORK BOX INSTALL PLASTIC RISER RINGS MAY BE REQUIRED FIBER JOINT RINGS AS NEEDED 12"MAX INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL HWA RUN PACKING INSTALL PLASTIC RISER RINGS AS HEIGHT MARK"B" CONCRETE COVER BELOW GRADE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR EUI ` `ti RE[ -L- FINISHED GRADE NEEDED 12"MAX HEIGHT 36'ELEv. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN iR.- E FN / FE PALE BROWN FINE SAND(SP) POLYLOK 20 INSTALL PC RINGS AS NECESSARY TO MUTE PVC PIPE D3034 5'MIN 2'MIN 8'-0" BRING PROPOSED STRUCTURE TO .-ACCORDANCE_WIIHAPPIICABLE..CODES DISTRIBUTION BOX FF EL.1 O.9' - HIGHEST EXPECTED GROUND WATER EV - CLEANOUT +/-EL.9.5 GRADE. OBSERVATION WELL INSTALLED !TEST SDR 35 ., ALARM CI SEWER PIPE, TYP I _ _ __ _ EL -.1' 6'-1" O r 10'- INV EL.9.0'_ CI 30*BEND 9'- - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E BROWN FINE FROM TO SEPTIC I - - - - - - - - - - ::r......._ ._ s. )..... _ snno SP)PA --�oFED --- -----BLK----..__.... RED wHT OWTS TO DISPERSIAL FROM TANK 8'- - - - -- - - - &;'_�.._:r'€'. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - _ _ - _ _ 1„_ _„-.: ' _ -- Consultants TRENCH DWELLING 6._ _ _ _ _ : _ !_ ;_ _ - _- - _ _ _ _ _ _ 'GRADE- _ _ _ _ _ - -IT - - I ® ELq t `t G VEL_ PLC INPUT " 5,_ _ 4"PVC WASTE LINE --- - ---- ------ r 4 THICK UNDERDRAIN I PITCH 1/4" r 1'Min INV.EL.7.5' f. INV.EL.7.33' a N 13'-0" FILTER MATERIAL _ _I ! f PROVIDE SPEED 3 I:: ` 'E \.....f INV.EL.6.6' GROUND WATER ENCOUNTERED AT6'-1"BELOW GRADE OVERRIDE TYPE 1 Rv CI 60°PVC WYE 2'_ ! +/-EL.2.0', I °'" I ----.�i-�' INV.EL.6.2' � z'Mw PLI n t I� YEL/WHT q LEVELER ON EACH OUTLET I o INV.EL.6.0' d 4 PLC INPUT 1'- - TEST HOLE BY MCDONALD GEOSCIENCE DATED II/12/2019 POLYLOCK DISTRIBUTION BOX MARK CI TO PVC HOUSE 2'MIN 4"PVC WASTE LINE NO GROUND WATER ENCOUNTERED - - 0'- L-�- -�-_- - -�-�-_ -�-�-PITCHED 1/4"per 1' - CSR1 �\ n "B" -CLEAN OUT DETAIL-MAR "L" 3�ARY SEPTIC PROFILE HIGHEST EXPECTED GROUNDWATER EL-09- POI WHT/RE[ �/q^.j\ J •-} / I PLC INPUT NOT TO SCALE �J •NOT TO SCALE 1/B" = 1'-0" CSR2 �\ E LII ,,� 4 WHT/FINK „/py, � �(� PLC INPUT csR� ELII WHT/YrL j� PLC NPIJT EL5 EL.4 W 1 E31 6230 SKUNK LN WETLAND PARCEL: / W1 PROJECT 1000-104.-5-1.4 10'NON TURF NATIVWETLANDIONPBUFFER BETAFEN CDNSTR UPLAND CTION FO 14D CONIC. / NOTE: CLOSEST PROPOSED STRUCTURE TO UNIMPROVED/VACANT EDGE N WETLANDS ELE. 6.1' � FLOAT SWITCH TO BE RATED 2 AMP AT 120V MIN.MAIN PANEL SCHEMATIC ELECTRICAL EDGE OF WET t ANDS AS FLAGGED DV EN-GONSULTANTS,ING. DISCONNECT MUST BE PROVIDED BY INSTALLER DASHED LINES ON DECEMBER 2008-- '�. • . / REPRESENT ITEMS NOT CONTAINED IN THE PANEL.REQUIRED SPI-BIO FOR HYDRO-ACTION AN440 TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS.FIELD N 1-7G a_ a • I. • • • a a • a W IREING MUST BE A MIN.OF 60C COPPER WIRES 0 W - I J �- EEE. 4.76' CROP _ SEPTIC PRODUCTS INC TRUE ELE 3,,' N 16 5700° 7..--°-- • • • • • / S��RV1�+ FLAG / UTILITY POLE F�tL • a • • • ♦ ♦ • • • ♦ • ♦ • • • i ♦ • • • • a ♦ • • • / NVT#16 E�JO / ♦ / EDGE OF PAVEMENT 20 2v/ . • • • • • • a • • • • a a • f • a • a Mm -_aa J • a a • / FOUND PIPE \ • a ♦ • • ♦ FLAG • ♦ • •FLAG ` ` • a • r a • i • • a ' OVERHEADWIRES V� 20'SIDE PPINGPAL SETBACK - Mkw„� w„ • t ` / v�N ELE.31'� „„-. .„...._----_' .-. • FLAG gP ED 118" _ _ 7/ // 95 0 FLAG• • • • . • • • a i i . • • . • . • //, / D 'FLAG♦ 1 Y Y � -- � 4 O� Y • • ♦ i i ♦ i Y a • i Y , • • • �• • i Y �' , 451/2 0 ♦ v 'c . ♦ • . • ♦ • . • W . FLAG� • / T1 / / m 481/2 1 4 v�,.� \ • • / // /, ' SUBJECT PARCEL W Q \\�I� � '♦ H . •~ °� •:.�, • • •FLAG, • • • • • a / / / � > FLAG / / m v I, z \ ' ♦ • • // l� l s " Applicant of Record: FLAG It EL.4 o S I ISAAC - ' RAE (I v` \1 01 ' m �' / ~` �\ •�+ _ - �> y :=? �- 1 Qa `� 11575 MAIN BAYVIEW RD SOUTHOLD 11971 O LINE OF PROPOSED " W - p / L `��'P R h �� \ Y�,, Q SILT FENCE AND NAV /I '� �y ` z*, `s ..r; / 6-6093 E. cla isaac-r o 2,8 N\ :, :o ; $" • ;.f \ T. 347-27 y chi „ � ae.c m + . / k LINF OF EXISTING / EL / f c � WOODED RCOV / E / s' :,-6_1 f \ Ya" \ H YW ASE ALL DESIGNS DRAWINGS RENDERINGS AND OTHER DISCLOSURES SET 3 ''H LO' f Z K`,' / ry / EDGE OF PAVEMENT P / / 20- 1 = ". E 4 , ! -�� .�m� �� + \\ ;`, \ 1 FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. r„ �> \ "> DI TANCETOFLAceo - NY #57 OLE IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR •` x - @' -� - .P. WE , ^ NVT#57 51 vz ° • ••+y:� x r I \ TEST HOLE w�I EL.4 CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN - -----� � •� ; EEE. 6.0' i I PERMISSION OF ISAAC-RAE ARCHITECTURE E `/ EL5 6125 SKUNK LN TER \ \, PROPOSED WAFOUND STONE / W r 1 LINE MONUMFNT 4 4- 1 .�" IMPROVED PUBLIC WATER REMOTE PLC CONTROL PANEL W/HP80 COMPRESSOR EL.6 1 0 �fJ LO -] i 24' 6"\ \ / 1 p Project: C = _ _ 1 2 LOCATION PLAN - EXISTING SH REMOVE „ I � �� -^- - 200 HAYWATER DRIVE / ° y / L 9 ' \ \ --T X11 1" = 400'-0" ' -- - IMPROVED ON = Skunk Lane Residence PUBLIC WATER ' \ \ 1 1 DgpoMS �i \ 1 m I _ EL.7 ,. � i BE 1�6. I 4 1 - - -- EXPLACEBRIGK Y \ 1 ' 6370 Skunk Ln, Cutchogue, NY 11935 FLn IRE PLACE TO BE ISTING REMOVED •j^, . . TW 0 gTOR b ( SEPTIC - --.- - ELS .• 'x' 22 0" i SINGNIILY 1 o SY°EMED SITE INFORMATION i Project No.: I t FLDW LINE I�, QCAR STCM NO. 1000-104-05-3.3 j DRYWELL FOR ROOF `�. �, I' T-� ENTRY�RRAGL - SITUATED IN CUTCHOGUE IR-02 DRAINAGE . *,� .� � � \ I 1 GA TOWN OF SOUTHOLD SUFFOLK OPOSED ORIVEW AYI� Seal/Signature: B EL.8 \� v 20 TORAGE ENTRv GEIBACK X16'-6„ I PR I. DRYS TERRACE 15 SIDEPRIt1GIPAL- '-�,�� COUNTY NY. 6425 SKUNK LN 14'-0" SETBACK EL. 5.5' ^ IMPROVED 12'-2 -" nccessogvBUILOING �-;� PRIVATE WELL ZONING 1 X10'SIDE YARD i NOT WITHIN 150'OF R-40 1 \ 22'-0„ - \ ' PROPERTY 72 A D {_0^ �... M„_ ' _- LOT AREA 20 „„ �� I `' w TOTAL LOT AREA=24,560 SF(.56 ACRES) % NON-WETLAND/UPLAND AREA=18,585 .43 ACRES �� 100'WETLANDS SETBACK EL.9 EL.8 EL.7 EL.6 /I ( ) 64 63 � � 15O•oo' - 100'WE'PLA[IDS SETBACK ,n 1 S ZOQ 36'101E I / I , LOT COVERAGE BY AREA OF BUILDING(ROOFED COVERAGE) ARC,S,�T I 1 ' I 3 °� ALLOWED=4,912 SF(20%)PER SOUTHOLD TOWN CODE �Gj GGA A coFo EL.8 I �m V Q4 150'SET BACK FOR LEACHING I o ® EXISTING LOT COVERAGE=6%1,588 SF STRUCTIURE EEE.79' SYSTEMI FRGh1 PRIVATE WELL(INCLUDING I EXPANSUONI PROPOSED LOT COVERAGE=11 8 PROPOSED MAIN DWELLING=1,800 SF T - < S 690 23'50" W - 95.00' 1 TOTAL PROPOSED=2,250 SF $ I ovrRHrnDwwEs 6520 SKUNK LN I FLOOR AREA BREAKDOWN FOR PROPOSED MAIN DWELLING __ 6� O IMPROVED ON [ C ] I FINISHED BASEMENT LEVEL=---- � ^, � ' `1,�1 ' 0397 PRIVATE WELL GROUND LEVEL=1,800SF �` 2ND LEVEL=1,175SF O F 1�� 40 60 Q) I DETACHED GARAGE=440SF I '^/ I BILL OF MATERIALS �.� , � ' MAY 19 2021 ITEM P/N DESCRIPTION QTY: 1 - AN440,245 NITROGEN REDUCTION COMPLETE I SEPTIC NOTES SEPTIC CALCULATIONS ��`tt1old TO,JVD HA-180053 1 SITE NOTES LEGEND _ Board of�'ru�:,>i'.a�s Date: Scale: TANK,PRE/PUMP 400 1 TABLE 3-MINIMUM I/A ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES _ A 180052 STCM NO.1000-104-05-3.3 A-PROPOSED HYDRO ACTION AN 440 I/A,OWTS AS NOTED KIT,SNG 2 TANK CONNECTING STANDARD 1 SITUATED IN CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY NY. B-20"POLY LOCK DISTRIBUTION BOX REQUIRED FOR 4 BEDROOM MINIMUM CAPACITY 440 GALLONS PER DAY Drawin • TOTAL SITE AREA=24,561 SOFT OR.564 ACRES C-SEWER LINE FROM PRIMARY RESIDENCE PVC SCHD SO PIPE 8"MIN COVERAGE EXISTING CONTOUR g Title: B 130002 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 UPLAND AREA=18,624 SOFT. D-8'X 2'PC LEACHING POOL PROVIDED FOR 4 BEDROOM PROPOSED CAPACITY 440 GALLONS PER DAY C 100110 THERE IS ONE PRIVATE WELL WITHIN 150'OF PREMISIS. E-,8'X 2'PC LEACHING 50%EXPANSION LEACHING POOL - BUILDING SETBACKS PROPOSED SITE PLAN AN400 W/PLATFORM COMPLETE 1 THERE ARE WETLANDS AND SURFACE WATERS WITH 300'OF SITE F-HYDRO-ACTION CONTROL PANEL AND AIR PUMP 1 *- D AN400-P LEACHING CALCULATIONS d. 95'TO INTERSECTION OF CLOSEST ROAD(HAYWATERS DRIVE) G-PROPOSED ELECTRICAL PANEL],ELECTRIC LINE TO BE PLACES IN CONDUIT ------- WETLAND SETBACKS OPS,EC50-30-L-80-PLC 1 FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP NO. H- EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDONED OR REMOVED TABLE 4-MINIMUM LEACHING SYSTEM DESIGN FOR A FOUR BEDROOM RESIDENCE E EC50-30 L-80 PLC 3610300164 IN ACCORDANCE WITH SCDHS STANDARDS SHALLOW GROUND WATER. SITE BOUNDARY T ZONE AE:BASE FLOOD ELEVATIONS DETERMINED I-SW EW ER LINE CLEAN OUT r AN400 245 NITROGEN REDUCTION SYSTEM COMPLETE DRAWN BY:A.DAVIS ZONE X AREAS OF.2%ANNUAL CHANCE FLOOD AREAS OF 1%ANNUAL CHANC REQUIRED 6 pool;2'deep,8'dia.30OFT2 SIDEWALL AREA -�-- ------- FOOTPRINT OF EXISTING ° FLOOR WITH AVERAGE DEPTH OF LESS THAN VOR WITH DRAINAGE AREAS/ Drawing NO.: SIGNATURE DATE: REV. PART# LESS THAN 1 SQUARE MILE,AND AREAS PROTECTED BY LEVEES FROM 1%/ PROVIDED 2 BUILDING&PATIO g N ° ° APPROVED BY: T 6 pool;2'deep,8'dia.300FT SIDEWALL AREA WITH 50%EXPANSION POOL p • A 05/31/17 0 HA-180053 ANNUAL CHANCE FLOOD. �- • • • AREA OF WETLANDS C\Jn,.v„u ,:" , 77 PROPOSED DRIVEWAY � V G 00 - 1 Proposed Site Plan LOCATIONOFPRIVATEWELLONNEIGHBORING PROPERTY --- F"� D 1 • PROPOSED DWELLING p _ YW A-�-E 1 , 1" = 20'-0" _ - HEALTH DEPARTMENT APPROVAL STAMP i Glenn Goldsmith, President Town Hall Annex A.Nicholas Krupski,Vice Presiclen7 ,< 54375 Route 25 John M. Bredemeyer IIIZe P.O. Box 1179 Michael J. Domino Southold,NY 11971 Greg Williams ,, Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 3 1 [ Completed in field by: Isaac Clay Coffey, R.A. on behalf of HC NOFO, LLC, c/o TODD FEUERSTEIN, MANAGING PARTNER requests a Wetland Permit to demolish existing dwelling and construct new 1,800sq.ft. footprint dwelling with a 1,175sq.ft. second story for a total square footage of new two-story dwelling to be 2,975sq.ft.; construct a wrap-around ground floor terrace on the north, west and east sides of the dwelling totaling 1,008sq.ft. as well as a new 250sq.ft. second floor deck; install a 62sq.ft. built-in planter to run adjacent to the north-side ground floor terrace; install a new innovative/alternative wastewater treatment system; construct a 440sq.ft. two-car detached accessory garage and install a 1,435sq.ft. gravel driveway using the existing driveway's entrance from Skunk Lane; install 8" diameter by 2' deep dry wells with gutters, and leaders for roof runoff; and to establish and perpetually maintain a 10' wide non-turf buffer along the landward edge of wetlands composed of native vegetation. Located: 6370 Skunk Lane, Cutchogue. SCTM# 1000-104-5-3.3 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275__Z. Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Surveys 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: h 1 C Vt o4o C I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: '/J redemeyer M. Domino `�G. Goldsmith N. Kru ski ✓ _ p G. Williams Other ISAAC-RAE STUDIO 11575 MAIN BAYVIEW RD SOUTHOLD NY 11971 May 11, 2021 ATT: DIANE DISALVO SOUTHOLD TRUSTEES SUBJECT: 6370 SKUNK LANE WORKING SESSION Hello Diane: Ahead of the scheduled May Working Session we would like to submit the updated site plan for the 6370 Skunk Lane project. These updates are based upon the feedback provided from the Trustees in April's public hearing. Thank you and please feel free to contact me with any questions. Margot Coffey ISAAC-RAE margot(a-)-isaac-rae.com clay@isaac-rae.com Phone: 646-275-2447 E EIV E M AY 11 2021 Southold Town Board pf'rrk1ste12s NOTE ALL MOTORS "EL NO 3507.R2 STORM WATER DRAINAGE SYSTEMS CALCS. GENERAL NOTES DRAWING ISSUE MUST HAVE INTERNAL I- ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFlCATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH NO. DATE ISSUED FOR PUMP/COMPRESSER POWER CIRCUIT OVERLOAD PROTECTION PAGE 7• 10/3012019 SOUTHOLD TOWN TRUSTEES a C61 `_�' e LLh)F` -- 1 PROPOSED DWELLING ROOF AREA KEY COMMENTS SERVICES AS REQUIRED.2. SURVEY BY NATHAN TAFT CORWIN III LAND SURVEYOR DEECEMBER 182018 UPDATED JUNE 15TH 2018 2 M1 L1 ELK ELK ELK P ' `� SPRAY 1"4 SOFT X.17-305 CUBIC FEET 3. ELEVATIONS SHOWN ARE BASED ON USGS DATUM(NAVD 1988) 3 PUMP PROPOSED (6)8' 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION ,>° N -� ` N --------- MOTOR /PUMP RATINGS 305 CUBIC FEET/42.2=72'OR Ir VERTICAL DIAMETER DRYWELL D1 DIAMETER X 2•DEEP SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. 4 ,I G ``_l t 5 o FLA 115V PROPOSED (6)s DIAMETER X r DEEP DRYWELL DRYWELL 5. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR 5 = E�- y STRUCTURES_ 6 a CH< <-�` L00F`- M2 RECIRC 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK 7 ELx P -------------- _________I�PUMP •;PUMP RATINGS @ 115V PROPOSED GARAGE ROOF AREA PROPOSED (3)8' 7- ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE ' 3 > "'ET --------- MOTOR / 150 FLA 1.840 SOFT X.17=313 CUBIC FEET DIAMETER X 2' FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE.DEBRIS SHALL NOT BE BURIED ON-SITE. 8 13 CUBIC FEET/422-7.4 OR 8'OF VERTICAL 8• DIAMETER DRYWELL D2 DEEP DRYWELL 8_ ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 9 = fcF3 6 L170F; 'IG -=�'_- LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 10 CB3 - r': ,moi , PROPOSED (3)8•DIAMETER X7 DEEP DRYWELL 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. EEK ° ELN .p L �.: MIXER ••PUMP RATINGS 11 PUMP 3/4HP C 115V 10. SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS. ; `w ---------- MOTOR 15 0 FLA; 20 AMP BREAKER 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS, 12 N ETC.THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDEUNES FOR EROSION AND cB4 ALLELECTRICTO CONDUIT PLACED EX SEDIMENT CONTROL-_ DRAWING REVISIONS y Y ° � -"-------' 'COMP` IN SCH.80 PVC;COMP RATINGS EXTERIOR RATED JUNCTION BOX BELOW PN 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. ' ' 1 4HP @ 1 15V GRADE IN A SPRINKLER BOX NO. DATE REVISION MOTOR / 13. TOTAL LOT AREA AREA=64,636 S.F.(1.484 ACRES) N ------- 54 FLA WATERTIGHT POLYPLASTIC COVER INSTALL 14. THERE IS ONE WELL WITH 150 OF THE PROPERTY OWTS AND LEACHING FIELD ARE NOT WITHIN 150'OF WELL 1 PER MANUFACTURERS DIRECTIONS g 15. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE ThE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. 2 ALL ELECTRIC TO BE PLACED IN SCH.80 3 PVC CONDUIT 16. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY Bt °� W 1 17. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH.The DESIGN ENGINEER SHALL PROVIDE RECORD REMOTE PLC CONTROL PANEL DOCUMENTS AS REQUIRED BY SCOH. 4 _ W/HP8000MPRESSOR LR 1-0118. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE OWNER AND INSTALLER MUST BE MAINTAINED. 5 WATERTIGHT-POLY/PI_ASTIO HOUSERJG '�` M I ' INSTALL PER MANUFACTURERS DIRECTIONS 19. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. 6 20. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING SYSTEM WITHIN THE HOUSE.PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS 7 TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT_ 8 LR t-02 X441.4 PIi.SLAB RE M s H - 21. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ EDS FPnc/,mm M2 EMr X441.4 WELDED WIRE MESH _ -�;,�•_� -:.--.� - RCHITECT OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS 9 40 LR1-04 10 E°' E� I6 PLC INPUT " ALL LEACHING POOLS SHALL BE PLACED Remote PLC Control Panel Detail MARK F" CONCRETE N ACCEP 13LE LEACHING POOLS AS TEST HOLE 11 6 pip�()(, r,BR APPROVED BY THE SCDHS IN THE EVENT 12 4'PVC WASTE LINE TM HOLE ELEVATION S.f NOT TO CALF 24 POOL LEACHING MATERIAL IS AIR SWITCH CI l= =i PITCHED V4'per I'Min ENCOUNTERED ECAVATION IS TO BE 0�-0 40 EV' FINK RISER AND _ 20•POLY LOCK DISTRIBUTION CONTINUED TO SUITABLE MATERIAL AND BROWN LOAM(OL) COVER N BOX INSTALL.PLASTIC RISER BACKFILLED AS DETAILED.CUTTING 11-0 THIS APPLICATION IS APPROVED ONLY FOR WORK HWA RUN FIBER JOINT RINGS AS NEEDED 12•MAX RINGS MAY BE REQUIRED 6 RET0 40 PACKING NEEDED 12 MA�c RISER RINGS �ELEEV OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR FINISHED GRADE AS HEIGHT MARK B' CONCRETE COVER BELOW GRADE INDICATED TE THE APPLICATION T TO BECA LIE SHEET. ALL MUTE POLYLOK 20' PVC PIPE D3034 s MIN z MN g_o• INSTALL PC RINGS AS NECESSARY TO TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Efi•- E f.N PALE BROWN FRE SAND(SPI ' DISTRIBUTION BOX FF EL 10.9 BRING PROPOSED STRUCTURE TO ACCOoesEavATIONwEu rSTALL� RDANCE_WITH-APPLICABLE-CO nES ELI' NEST SDR 35 CLEANOUT +I-El-9.5 GRADE .- EI[iESFEXPECE®GFKXIND WAIM ALARM CI SEWER PIPE,TYP 1d_ _--__- EL-.1• 6 1 WEE 9.0= ° Cl 30"BEND 9---- E FROM TO SEPTIC I =:__-- wRENPAIEEER01VNFrE �E. 6lK RED vRr OWTS TODISPERSIAL FROM TAM( i ...,....... ... _- - - - ----- - --------------------- TRENCH DWELLING 7-T------- - -------------- --------= - _ _-- _ -- -------- Consultants ENABLE _ s- ----- -- ---------- ---- ---=__--=-- - --- ---_------ -- --- ------ -- E D. TEL 4•PVC WASTE LANE J3®®®® T.tuloE 2 I1 PLC INPUT 4"THICK UNDERDRAIN 1 PITCH 114-per t•Mir, INV.EL 75 r - INV.EL 733 ®rte® N 13'-0- FILTER MATERIAL PROVIDE SPEED 3- _! BNv.a s.s N I ''� `v C GROUND WATER ENCOUNTERED ATS-1•BELOW GRADE OVERRIDE TYPE 1 CI 60'PVC WYE 2_ 4AEL 247 I i INV.EL sz INV.EL s.o z MIN LEVELER ON EACH OUTLET P,_„ (4 'TU"''^ PLC INPUT N 1= 7MIN CPVC WASTE LINE TEST HOLE BY EECDONALD GEOSCENCE DATED IINZp19 E POLYLOCK DIST RIBUTION_BOX MARK pctV{Tpop�/�Pvc HOUSE �_L_�_�_�_,•_ _�_�_ _�_�_•�, _ _ yy�� ___ CSR1 "g" �A1 CLEAN OUT DLA E/1EL "L„ �-STC'HED,14•pef,•�F-�-�-.�-+_�.-.moi�+�i NO GRDLAO WATER ENCAIMIiERED "T ET• 13 PLC INPUT 5 .t PRIMARY SEPTIC PROFILE HIGHESTEXPECTEDGROMDwATER EL-Gv NOT TO SCALE NOT TO SCALE 1/8" 1 -0 CSR2 EL" 11M/FXAE I4 PLC INPUT CSR3 EU• ,MEL IE PLC INPUT ELS EL4 W1 B1 6230 SKUNK LN WETLAND PARCEL- / NOTE: W 1 PROJECT 1PROV DIVA ME �CF�„�^�r� CO STBUTIVEMw CIN Fpm / EzasEsr PROPOSED STRUCTURE TO UNIMPROVED NACAKT rO•DAENr FLOAT SWITCH TO BE RATED 2 AMP AT 120V MIN.MAIN PANEL N WETLANDS FDWOF WETLANDSAS FTJIG® ELE.=1, DISCONNECT MUST BE PROVIDED BY INSTALLER DASHED LINES SCHEMATIC ELECTRICAL REPRESENT ITEMS NOT CONTAINED N THE PANEL REQUIRED SPI-1310 EW ET • FOR HYDRO-ACTION aNa4o OND�'�=° '�'" 1 TORQUE FOR TERMINAL BLOCK SCREWS IS 16INd.BS.FIELD N , „� / SEPTIC PRODUCTS INC W �� - • • • ' • ` ' • • • / ELE.4-76' P� W IREING MUST BE A MIN.OF 60K.COPPER WIRE - TRUE BE ar N 16°ST�■ -175 _ • �.- ,� FLAG / • • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • / �PDL£ . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EDGE OF PAV96R FOUND PIPE `�'G • . •R":; . . .FLA: . . . . pEO�CPILSEIBNf . 1• . FE OVEF*FMWIVS 118" . / . / / o /7c . . . . . . . . . . . . . . . . 4512 0 s FUG A A • . . . . . . . • • • . • I / SUBJECT W '•.�} 4812 I - A-�- • • ` / / _vC0 Ar In 1•, `♦ ! \ . • . . --- �; I , Applicant of Record: RAG 4- , ,_,m�.- -�.- I, 9 0 ISAAC - RAE LO a' y V �W` \ �♦` W ice- /�/ ' �3` O = M� _ u-� PROPOSED -I o �, \ \ w - j` „E� w` '• .. C ' , '� 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T. 347-276-6093 E. clay@isaac-rae.com 4' 0211 � / � ' � ! ` � • Y.. � s '1 � 00 / / .Q 1 �s / \ �•• . ' ?-• .?i, }y. !•! LRE OF EXISTING -•► 'm / •,S w �t VYOODED VEGETATION CQ� E � / HL5 `+7 ; s�' ' ' •�%'� ry / ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET �OFPA�'E FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED .f - PeII� E f UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. �r�+ TDRJU" \ / L • ��, •i'�"�- �_ I A°j CT- Nrr.57P°`E IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 5112 ft7 .�•• , I/ ' -- TEST HOLE tij �I E L4 CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC RAE ARCHITECTURE • i. -w .. ---.. PRDPosEDwATanm SIAL / IMPROVED REMOTE PLC CONTROL PANEL ' L!E NDNAI►£N 4_1r PUBLIC WATER W/HP80 COMPRESSOR _ W� Z ' EL s:; C � � 1 pFtOPO ED \ � � o ' / Project: EIBSEwGs L _ �I ,w i n LOCATION"PLAN 1 t L- - �°IM ON � ER_9 ' SI"G NG \ �- L Skunk Lane Residence - � o , PUBLIC WATER DWEU \ 1 EXISENGEMECK ` ,- F ° � \ \\ \ it ' 6370 Skunk Ln, Cutchogue, NY 11935 FW P"'� ( SITE INFORMATION LEMONED �:- c \ b i �41' 44EL8 ' O DRNEwAY I Project 1hI0.: ao,„E FAL ; .., 2T-Lr - 1S'T Tw, s • , , \ \ STCM NO. 1000-104-05-3.3 i- °'" 'L DFIA AAGE I .moo eAR I , SITUATED IN CUTCHOGUE IR 02' r -, �ARAG o -r .,. + `• TOWN OF SOUTHOLD SUFFOLK Seal/Signature: "� COUNTY NY. • Dgy SEtBe A; 1 IMPROVED PRIVATE WELL ZONM -i�Q YARD A a - NOT OF R-40 Tz D ar - _ -_- PROPERTY -- I /% / I \ LOTAREA D A� L-- - �� / / • / 1 TOTAL LOT AREA-24,560 SF(.56 ACRES) ��_ R C/y/ 64 9W WETLANDS SETBACK \ E L9 � ,...� �0' E3_8 / EL7 % ELN I �� NON-WETLAND 1 UPLAND AREA-18,585(.43 ACRES) 63 I ` ' ' S 2110 3�1�E_1� ,oQwEnArDssETaAac -;;p. LOT COVERAGE BY AREA OF BUILDING(ROOFED COVERAGE) ALLOWED=4,912 SF(20%)PER SOUTIHOL.D TOWN CODE \ DRrNELL FOR ROOF vw sETBALXFGR MA"c"I EG I EXISTING LOT COVERAGE-6%1,588 SF * n ELF_74 SEI DRAINAGE ��sla"PR1VATEVEELL(lR11Df1C ' L PROPOSED LOT COVERAGE=11% PROPOSED MAIN DWELLING=1.800 SF -- S 69°23'50" W -95.00' ' TOTAL PROPOSED=2,250 SF N.9 0397 6� y4 GVEarEADwrEEs F E�1 8 6520 SKUNK LN ' NOIOOR AREA SHED BREAKDOWN FOR PROPOSED MAIN DWELLING pp �L t(' (L, � ' !a � �` O F 1�E�� 1 EMENT LEVEL PRTV��DSL GROUND LEVEL-1,800SF b IS2ND L-EVEL=1,175SF p ' DETACHED GARAGE=440SF �o ', MAY 1 1 2021 BILL OF MATERIALS ITEM P/N DESCRIPTION QTY: 1 1 :Ot11,1'1E;Ir'E t'�61'n ANa40,245 NITROGEN REDUCTION COMPLETE 1 SITE NOTES LEGEND Board of "rI`'�``' -Date: Scale: HA lsoos3 SEPTIC NOTES SEPTIC CALCULATIONS TANK RFJPUMP 400 1 STCM NO.1000104 05 3 3 A PROPOSED HYDRO ACTION AN 440 VA OWTS TABLE 3-MINIMUM VA ONSITE WASTEWATER TREATMENT SYSTEMS CAPACn7ES AS NOTED A 180052 B 130002 KIT,SNG 2 TANK CONNECTING STANDARD 1 SITUATED N CUTC40GUE TOWN OF SOUTHOLD SUFFOLK COUNTY NY B-2(•POLY LOCK DISTRIBUTION BOX REQUIRED FOR 4 BEDFIOOM MINIMUM CAPACITY 440 GALLONS PER DAY EXISTING CONTOUR Drawing Title: TOTAL SITE AREA-24,561 SOFT OR-564 ACRES G SEWER LINE FROM PRIMARY RESIDENCE PVC SCHD 80 PIPE Er MN COVERAGE Q ASSEMBLY,RE-CIRCULATION 245 COMPLETE C 100110 1 UPLAND AREA-18,624 SOFT. D-8'X2'PC LEACHING POOL PROVIDED FOR 4 BEDROOM PROPOSED CAPACITY 440 GALLONS PER DAY AN400 W/PLATFORM COMPLETE THERE IS ONE PRIVATE WELL WITHIN 150.OF PREMISIS. E-Ar X z PC LEACHING So%EXPANSION LEACHING POOL - - - - - BUILDING SETBACKS PROPOSED SITE PLAN D AN400-P 1 THERE ARE WETLANDS AND SURFACE WATERS WITH 300'OF SITE F HYDRO-ACTION CONTROL PANEL AND AIR PUMP LEACHING CALCULATIONS I O 95'TO INTERSECTION OF CLOSEST ROAD(HAYWATERS DRIVE) G PROPOSED ELECTRICAL PANEL L ELECTRIC UTNE TO BE PLACES N CONDUIT -•-•--- WETLAND SETBACKS CO E EC50-�L-80-PLC OPS.EC5030 L 80 PLC 1 FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP NO. I H EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDCNED OR REMOVED TABLE 4-MINIMUM LEACHING SYSTEM DESIGN FOR A FOUR REDROOM RESIDENCE r 36103CO164 E IN ACCORDANCE WITH SCDHS STANDARDS SHALLOW GROUND WATER SITE BOUNDARY o) AN4W 245 NTTRMEN REDUCTION SYSTEM COMPLETE DRAWN BY:A-DAVIS ZONE AE BASE FLOOD ELEVATIONS GE FL MINED E SW EW ER LINE CLEAN OUT ZONE X AREAS OF.2%ANNUAL CHANCE FLOOD AREAS OF 1%ANNUAL CHANC REQUIRED 6 Pod;7 deep.$'Mia 300FR SIDEWALL AREA - ------- FOOTPRINT OF EXISTING r FLOOR WITH AVERAGE DEPTH OF LESS THAN 1'OR WITH DRAINAGE AREAS/ BUILDING a PATIO Drawing No.: SIGNATURE DATE: REV- ART/ 6 pod z deep,V da 3WMSIDEWALL AREA WITH 50%EXPANSION POOL AREA OF W ETLANDS O APPROVED BY: LESS TI UW 1 SQUARE MILE,AND AREAS PROTECTED BY LEVEES FROM 1%' PROVIDED - N I� � C�iO'1 05,x31117 0 HA-180053 ANNUAL CHANCE FLOOD. . . PROPOSEDDRIVEWAY n Proposed Site Plan OFPW^TE�ON _ - --- R pRIV 1 P PROPERTY ------ 1" = 20'-0" _ - H A N PROPOSED DWELLING � HEALTH DEPARTMENT APPROVAL STAMP Cantrell, Elizabeth From: Lanza, Heather Sent: Wednesday, April 14, 2021 9:17 AM To: Cantrell, Elizabeth Cc: Terry, Mark; Michaelis,Jessica Subject: LWRP's for Trustees 4/13/2021 Mtg Elizabeth, Please let the Trustees know that the following applications will require a little more time to review and provide an LWRP consistency review: 6370 Skunk Lane/HC NOFO LLC. 104-5-3.3.Needs additional time for review. Rubin(109-5-14.45) Callander (Fishers Island) 3-2-6 The rest we hope to have to you this morning. Heather Lanza,ATCP Town Planning Director Southold Town Planning 53095 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: hcatherl(@southoldtgw�ar i -- - NOTE ALL MOTOR.: 307-R2MO°ELN° STORM WATER DRAINAGE SYSTEMS CALCS. GENERAL NOTES DRAWING ISSUE MUST HAVE INTERNAL 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH N0. DATE ISSUED FOR PUMP/COMPRESSFR POWER CIRCUIT OVERLOAD PROTECTION PACE PROPOSED DWELLING ROOF AREA KEY COMMENTS SERVICES AS REQUIRED. 1 10/30/2019 SOUTHOLD TOWN TRUSTEES a �I' CB1 °R, e. LooF= M1 - 1 2. SUFVEY BY NATHAN TAFT CORWIN III LAND SURVEYOR DEECEMBER 18 2018 UPDATED JUNE 15TH 2018 2 01/29/2021 SOUTHOLD TOWN TRUSTEES i rte- - � I.1 ELK �� ELK K JPI \Ti' Li SPRAY 1794 SOFT X.17=305 CUBIC FEET 3. ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAVD 1988) 3 WN7 W"' ----; PUMP ' 305 CUBIC FEET/42.2- 7.2'OR8'OFVERTICALB' DIAMETER DRYWELL PROPOSED (6) 8' 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION 4 > N 3------- N - PUMP RATING -- -- MOTOR - D1 DIAMETER X 2' DEEP SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. 3/4HP @ 1 15V PROPOSED (6)8'DIAMETER X 2'DEEP DRYWELL DRYWELL 5. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR 5 150 FLA 6 STRUCTURES. CB2 "R` E' L00F` '-" 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK E K O o-___E K_____- k,-ELK RPI_________-_ RECIRC PUMP RATINGS PROPOSED GARAGE ROOF AREA 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE I PUMP 3/4HP @ 1 15V PROPOSED (3) 8' 8 > WH7 W"' N --------- MOTOR 15 O FLA 1,840 SOFT X.17=313 CUBIC FEET DIAMETER X 3 FOF DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. 313 CUBIC FEET/42.2= 7.4OR8'OFVERTICAL8' DIAMETERDRYWELL D2 DEEP DRYWELL 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 9 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. CB-7 ;R3 e. rooF -'" PROPOSED (3)8'DIAMETER X 2'DEEP DRYWELL 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. 10 ELK ELK MID. J t- L� MIXER 'PUMP RATINGS 11 1-----0 ° C° .9 I� � � 10. SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS. WH n PUMP ',,PUMP @ 115V 20 AMP BREAKER 11. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, 12 7 IV , MOTOR ; 15 0 FLA ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND f -_- ALL ELECTRIC TO BE PLACED EXI INGELECT IAL SEDIMENT CONTROL". DRAWING REVISIONS CB4 --� �__ IN SCH.80 PVC CONDUIT PANEL D n----------� COMP RATINGS EXTERIOR RATED JUNCTION BOX BELOW „H„ 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY STANDARD PROCTOR TEST. COMP 1/4HP @ 115V GRADE IN ASPRINKLER BOX 13. TOTAL LOT AREA AREA=64,636 S.F. (1.484 ACRES) N0. DATE REVISION .__...._...._______ ; MOTOR 5 4 F LA WATER TIGHT POLY/PLASTIC COVER INSTALL 14. THERE IS ONE WELL WITH 150 OF THE PROPERTY OWTS AND LEACHING FIELD ARE NOT WITHIN 150' OF WELL. 1 PER MANUFACTURERS DIRECTIONS g 15. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE ThE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. 2 ALL ELECTRIC TO BE PLACED IN SCH.80 16. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY PVC CONDUIT 3 B1 � W1 17. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. The DESIGN ENGINEER SHALL PROVIDE RECORD 4 REMOTE PLC CONTROL PANEL W/HP80 COMPRESSOR DOCUMENT S AS REQUIRED BY SCOH. LR1-Q1 18. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE OWNER AND INSTALLER MUST BE MAINTAINED. 5 EL„ REc/wH7 M] wHr WATER TIGHT POLYPLASTIC S DIRECTIONS 19. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. 6 INSTALL PER MANUFACTURERS DIRECTIONS 20. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS 7 LR1-Q2 TO-HE HOUSE SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT. 8 �� I V) 36"X36"X6"P.C.SLAB WITH SH 21. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ EL' h FINK/WHT �/ :,h WHT _ - '� - � I�I� X.4W1.4 WELDED WIRE MESH � i� � �.- ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS 9 LR 1-Q4 10 EUI RED PLC INPUT �� CONCRETE ALL LEACHING POOLS SHALL BE PLACED TEST HOLE IRemote PLC Control Panel Detail MARK F IN ACCEPTABLE LEACHING POOLS AS 11 6 APPROVED BY THE SCDHS IN THE EVENT NOT TO SCALE COLLAR END PLUG 2"VENT AIR SWITCH CI 24° 4"PVC WASTE LINE POOL LEACHING MATERIAL IS TEST HOLE ELEVATION 6'.i- 12 PITCHED 1/4"per 1'Min ENCOUNTERED ECAVATION IS TO BE ELI' FINK RISER AND CONTINUED TO SUI TABLE MATERIAL AND 0'-0" BROWN LOAM(OL) COVER � 20"POLY LOCK DISTRIBUTION BACKFILLED AS DETAILED.CUTTING 1'_0" THIS APPLICATION IS APPROVED ONLY FOR WORK BOX INSTALL PLASTIC RISER RINGS MAY BE REQUIRED FIBER JOINT RINGS AS NEEDED 12"MAX INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL HWA RUN HEIGHT MARK"B" v EUI F .t REE PACKING INSTALL PLASTIC RISER RINGS AS CONCRETE COVER BELOW GRADE ' OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ;L FINISHED GRADE NEEDED 12"MAX HEIGHT 36'ELEV. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN t 6 % R. ERN " INSTALL PC RINGS AS NECESSARY TO PALE BROWN FINE SAND ISP) - MUTE POLYLOK 20 PVC PIPE D3034 5'MIN 2'MIN 6' o" DISTRIBUTION BOX FF EL.10.9' BRING PROPOSED STRUCTURE TO RDANCE_WITHAPPLICABLE-CODES _ SDR 35 CLEANOUT GRADE. HIGHESTEXPECTED GROUNDWATER T ALARM CII 30wE8END PIPE, T� 9'- - - '� �T EL -.1' 6'-1" ELI' 0 'TEST + OBSERVATION WELL INSTALLED O I 10'- - - - - - - - FROM TO DISPERSIAL FROM TANK 8'- i - - - - - - - - - - - - - I - - - - - - - _ _ _ _ _ SAND ISP)PALE BROWN FINE INV EL.9.0'_ RED EA K- ILD _WT- _:.A-'...T..,u'^�-. - - - - - - - - - - - - - OWTS r- - - - - - - - - - - - - - - - - - - - - §-' - = - - - - - - - - - - - - - _ _ _ _ _ _ _ Consultants TRENCH DWELLING I - 'GRADE- - ENABLE + 6'- - - - - - - - - - 4„PVC WASTE LINE- - - - - - - -`;t - - - -..-- ®� - -o - - - - - - - - - - - - - - - - - - - 1% EL" n t-- t�� YEI- y1 PLC INPUT 5'- - N L_ L 4 THICK UNDERDRAIN 4._ PITCH 1/4"per 1'Min INV.EL 7.5' ;\ I INV.EL.7.33' 13'-0" FILTER MATERIAL PROVIDE SPEED r 3'- - 1 INV.EL.ss' OVERRIDE TYPE 1 - �' LEVELER ON EACH OUTLET CI 60°PVC WYE 2'- J +/-EL.2.0', I ---- I INV.EL.6.2' _ 2'MIN p GROUND WATER ENCOUNTERED AT 6--l"BELOW GRADE 4 vEL W"T n6 PLC INPUT N 1._ o INV.EL.6.0' d POLYLOCK DISTRIBUTION BOX MARK CI TO PVC HOUSE -_ N 2'MIN 4"PVC WASTE LINE TEST HOLENO GROUND WATER ENCOUNTERED 11122019 -�- - - ---�-� PITCHED 1/4"per 1'Min--- ---- - - - -�- --- -�-� -� - -�- - - - csR1 5 "B" 4 CLEAN OUT_D AIL_-MAR "L" (:3)PRIMARY SEPTIC PROFILE HIGHEST EXPECTED GROUNDWATER EL-09' �. PUI w"'/REr I PLC INPUT NOT TO SCALE NOT TO SCALE 1/8" = 1'-0" CSR2 % ELI' W„T/FINK PLC INPUT CSR3 ELI' W"'/YEL �E PLC INPUT \ EL.5 V EL.4 W 1 E'1 6230 SKUNK LN WETLAND PARCEL: / W 1 PROJECT 1000.104.5-1.4 10'NON TURF NATIVE VEGITATION BUFFER BETWEEN UPLAND FOUND CONC. / NOTE: CLOSEST PROPOSED STRUCTURE TO UNIMPROVED/VACANT EDGE OF WETLANDS PROPOSED CONSTRUCTION MONUMENT I N WETLANDS ELE. 6.1' FLOAT SWITCH TO BE RATED 2 AMP AT 120''MIN.MAIN PANEL EDGE OF WErLANOS AS FLAGGED SCHEMATIC ELECTRICAL BY EF CONSULTANTS.INC DISCONNECT MUST BE PROVIDED BY INSTALLER DASHED LINES A:� ON DECEMBER zoos REPRESENT ITEMS NOT CONTAINED IN THE PANEL.REQUIRED SPI-1310 FOR HYDRO-ACTION AN440 .� • ` • ` • / TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS.FIELD N + i WIREING MUST BE A MIN.OF 60C COPPER WIRES _ SEPTIC PRODUCTS INC O W - 175.79' Y ` i ` + Y i i / ELE. 4.76' GFOAD TRUE ELE.3.1' N 16 57'00' 1 / S�EaL)N FLAG / ♦ + i . + + + i + + Y . + i + UTILITY 5 POLE n i • i i + • + + + + + + / NVT p56 EDGE OF PAVEMENT 2O 2V/ . i i • i i i i Y i i + ♦ i + ♦ Y i + + • i ♦ ♦ + + + Y Y + + / FOUND PIPE - •.7 + + i i + + FLAG Y + Y FLAG + • + s • s • • + / 20'SIDE PRINCIPAL- ELF RINCIPAL SETBACK• _ ...- • + j i • OVERHEAD WIRES Er1VE ELF 31'� -...-ID - ".'"..,. .. j FLAG / 16N`I pv 118" .��. + Y Y Y Y Y -. -; + + • Y + f . '� // � g5� $ 6. ..k... ,_.I ♦ i FLAG+ . Y • i + + + Y + + s + Y • i + �./ + + '/ / 45 1/2 w 1 • n � m • • • • i + + + • Y i • i • FLAG • + '� / /I / SUBJECT PARCEL \�I� 0 481/2 � P H • 25,v -- �!�\� • + +FLAGS • + 33 FLAG + Y i // / m - 911 \\ � + // � y cc Applicant of Record: I FLAG / / I / ¢ W (A 1 v� ¢ ° O ' Y \ ` + + s O PROPOSED 10' 'U� // l C N DRNE _ NATIVE VEGITATION Q / / SQ 00 _ _ ____._......__-- ry BUFFER MA AC RAE - Mot 13 _____-- -'EQ LINE OF PROPOSED // 1 Qa m 11575 MAIN BAYVIEW RD SOUTHOLD 11971 Terrace(A) \ SILT FENCE AND HAY / (561Sgh)- g ,`= BAILS / I o m T. 347-276-6093 E. clay@isaac-rae.com 218 / 2ND FLR DECK Y@ I (260sg1t) -Terrace(B) \ PROPOSED WATER G VE m t _-(152sgft)-- IO EL.5 E7 / \ LINE CLQ DISTANCE TO PLACED / Q ` SER 0 �- / 203 / O PROPOSED c \ Ia WETLANDS / / \ HAyW A ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET E 4 � � / TWO STORY, � - W1 - - - - - -w - - - - / nr / EDGE OF PAVEMENT FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED c `�/- 7 O IT UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. C e 11 SINGLE FAMILY 1 - �- PROPOSED PLANTER 62 SOFT Q0 W}- - UILITY POLE - S__-.o \ / ^ �_(- NY #57 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 51 1/2 ° ° ° 0 Z c DW�C � � \ 72' 4" � - - I I�O I EL.4 CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN O1 Q 4 BEDROOMS \ -m Y-� FF los \ PERMISSION OF ISAAC-RAE ARCHITECTURE \ (V FOUNDS EL.5 6125 SKUNK LN REMOTE PLC CONTROL PANEL / ➢ / 4 8", �. \ N ► MGNUMFNT<.4 IMPROVED n 54'-8"3 \ � I � DISTANCE To sEPrlc 1 I PUBLIC WATER W/HP80 COMPRESSOR / I LEACHING FIELD ► Z CLEANOUT"I" \ I TEST HOLE" 1 rn Project: / EL.6 / 20' / --- -T100seftC) °1� \ \ 11 O 0' ELE. 6.0' \ / C EXISTING SHED TO BE g ) LOCATION REMOVED ✓� e.<,sr,. C �K - 2 A , ,. 200HAYWATERDRIVE �I Skunk Lane Residence IMPROVED ON / EL.9 _Terrace(D) PUBLIC WATER EL 195s ft 5"-0 �� E 1 m I 6370 Skunk Ln g , - EXPLACETOBE r F 2' \ ; ' , Cutcho ue NY 11935 FIRE PLACE TO BE ( M/ 01 REMOVED` I G A " \ o , _ SITE INFORMATION I I � p ��, PROPOS\DRIVE\ STCM NO. 1000-104-05-3.3 Project No.: 011 FLOW LINE 22 SITUATED IN CUTCHOGUE IR-02 DRYWELL FOR ROOF DRAINAGE B EL.8 \\ 1 - N ` I �- � TOWN OF SOUTHOLD SUFFOLK / 15 SIDEP �IPALSETB?CK Seal/Signature: COUNTY NY. - DRY STODGE .. .�. SO BUIU�G S BACK I ° / I L. 5.5'I 64 IMPROVED LN - � E PRIVATE WELL ZONING I SIDEYARD ACCES R _ I- i \ I 7z ' D 20 0" _ _ / NOT WITHIN TY OF R-40 -= � � -- � - PROPERTY / I z LOT AREA A _ - - TOTAL LOT AREA=24,560 SF(.56 ACRES) / w NON-WETLAND/UPLAND AREA=18,585 43 ACRES 100'WETLANDS SETBACK \ CL.9 � EL8 � I � (- ) 64 1 _ _ G 00' EL.7 EL6 r 63 �, �� E- 15O• 100'VlETLANDS SETBACK ' U' S 200 36'10 I I / w LOT COVERAGE BY AREA OF BUILDING(ROOFED COVERAGE) p AR C ALLOWED-4,912 SF(20%)PER SOUTHOLD TOWN CODE �l� �NY C EL.B PGG DRY ELL FOR ROOF 150'SET BACK FOR LEACHING I o. EXISTING LOT COVERAGE=6%1,568 SF �\ _ DRAINAGE STRUCTURE/ ELE.7.9 SYSTEM FROM PRIVATE WELI.IINCLUDING � >1` [. - .�.• EXPANSIaN) PROPOSED LOT COVERAGE=11% T PROPOSED MAIN DWELLING=1,800 SF T < S 690 23'50" W - 95.00' 1 TOTAL PROPOSED=2,250 SF 8 I OVERHEADWIRES00 I+Y�d---`°',? \ 6520 SKUNK LN FLOOR AREA BREAKDOWN FOR PROPOSED MAIN DWELLING I IMPROVED ON I$1 1 FINISHED BASEMENT LEVEL=---- PRIVATE WELL GROUND LEVEL-1,800SF 039 - 40 60 2ND LEVEL=1,175SF p I DETACHED GARAGE=440SF I >\�Q) BILL OF MATERIALS LINE TYPE DENOTES PERIMETER OF EXISTING STRUCTURES Q ITEM P/N DESCRIPTION QTY: ) 1 HA-180053 AN440,245 NITROGEN REDUCTION COMPLETE 1 SITE NOTES SEPTIC NOTES SEPTIC CALCULATIONS LEGEND TANK,PRE/PUMP 400 1 TABLE 3-MINIMUM VA ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES Date: Scale: A 180052 STCM NO.1000-104-05-3.3 A-PROPOSED HYDRO ACTION AN 440 I/A OWTS r� AS NOTED B 130002 KIT,SING 2 TANK CONNECTING STANDARD 1 SITUATED IN CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY NY. B-20"POLY LOCK DISTRIBUTION BOX REQUIRED FOR 4 BEDROOM MINIMUM CAPACITY 440 GALLONS PER DAY D . V Drawing TI e TOTAL SITE AREA=24,561 SOFT OR.564 ACRES C-SEWER LINE FROM PRIMARY RESIDENCE PVC SCHD 80 PIPE 8"MIN COVERAGE EXISTING CONTOUR r g t1e1 G ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 UPLAND AREA=18,624 SOFT. D-8'X 2'PC LEACHING POOL PROVIDED FOR 4 BEDROOM PROPOSED CAPACITY 440 GALLONS PER DAY n C 100110 _ THERE IS ONE PRIVATE WELL WITHIN 150'OF PREMISIS. E-,8'X 2'PC LEACHING 50%EXPANSION LEACHING POOL - - - - BUILDING SETBACKS PROPOSED SITE PLAN AN400 W/PLATFORM COMPLETE , THERE ARE WETLANDS AND SURFACE WATERS WITH 300'OF SITE F-HYDRO-ACTION CONTROL PANEL AND AIR PUMP � E E B 1 2 co D AN400-P LEACHING CALCULATIONS _-_-_- 2Q21 95'TO INTERSECTION OF CLOSEST ROAD(HAYWATERS DRIVE) G-PROPOSED ELECTRICAL PANEL],ELECTRIC LINE TO BE PLACES IN CONDUIT - WETLAND SETBACKS E OPS,EC50-30 L-80 PLC 1 FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP NO. H- EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDONED OR REMOVED TABLE 4-MINIMUM LEACHING SYSTEM DESIGN FOR A FOUR BEDROOM RESIDENCE EC50-30-L-80-PLC 36103CO164 IN ACCORDANCE WITH SCDHS STANDARDS SHALLOW GROUND WATER. SITE BOUNDARY N ZONE AE:BASE FLOOD ELEVATIONS DETERMINED I-SW EW ER LINE CLEAN OUT N AN400 245 NITROGEN REDUCTION SYSTEM COMPLETE DRAWN BY:A.DAVIS ZONE X AREAS OF.2%ANNUAL CHANCE FLOOD AREAS OF 1%ANNUAL CHANC REQUIRED 6 pool;2'deep,8'dia.300FT2 SIDEWALL AREA •-'°-----^--•-° -'^"'- FOOTPRINT OF EXISTING Drawing No.: r FLOOR WITH AVERAGE DEPTH OF LESS THAN VOR WITH DRAINAGE AREAS/ - BUILDING&PATIO Southold Town g N ° ° APPROVED BY: SIGNATURE DATE: REV. �PART# LESS THAN 1 SQUARE MILE,AND AREAS PROTECTED BY LEVEES FROM 1% PROVIDED 6 pool;2'deep,8'dia.300FT2 SIDEWALL AREA WITH 50%EXPANSION POOL B�arc! of Trustees O �� 0i 05/31/17 0 HA-180053 ANNUAL CHANCE FLOOD. - - + + • AREA OF WETLANDS �-- N T,rir:�r PROPOSED DRIVEWAY _ - vE N - ^ D�I T Proposed Site Plan FRCOFERTNI'OF PRIVATE WELL ON NEIGHBORING - - �r �r 1 1�� = 20,-0,E - - - - ��` „ n' n C PROPOSED DWELLING �( V V !, HEALTH DEPARTMENT APPROVAL STAMP y Architect: ISAAC - RAE 11575 Main Bayv ew Road Southdd,NY 11971 T.347.716.6093 E.CLAYOsasc•raecom Owner:HC NOFO LLC 817 Broadway F15 New York,NY 10003 Consultants: ALL DESIGNS/DRAW INGS1 RENDERINGS AND OTHER DISCLOSURES SET FORTH HERRIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN W HOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC.RAE ARCHITECTURE DRAWING SKUNK LANE RESIDENCE NO DATE REMSION 1 1211812018 DOB INITIAL 6370 SKUNK LN, 2 CUTCHOGUE, NY 11935 3 4 5 SHEET LIST 6 7 A100 COVER SHEET Project: A101 SITE PLAN Skunk Lane Residence A102 FIRST FLOOR PLAN 6370 Skunk Ln, Cutchogue, NY A103 SECOND FLOOR PLAN _11935 A104 ELEVATION Project No.: I R-02 A105 ELEVATION A106 ELEVATION Seal/Signature: A107 ELEVATI ION E C E I V E Date: 5122/2018 Scale: AS NOTED OCT 2 1 2019 Drawing Title, COVER SHEET Drawing No.: Southold Town Al ®® _ ar o Truste Author DE ND DNSTORM WATER DRAINAGE SYSTEMS CALCS. GENERAL NOTES DRAWING ISSUE 307 uu-r-r IavE Innrlw- -R2 Qu;Ce+RMER Pana CMIIT -wD PI=— I ALLNAATERIALS AND METHODS OF CONSTRUCTION e LLCONFORM TOTHE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHAIAPrGN ANDTHE SUFFCLKCOUNTYDEPARNAENTOF NO DATE ISSUED FOR _, ,.,,gwro• M1 PAGE PROPOSED DWELLING ROOF AREA KEY CCtAMENTS HEALTH SERVICES AS REQUIRED 4 1,--5-' -1 SPIur' +p, 2 SURYEYBY NATHAN TAFTCORVIIN III LAND SURVEYOR DEECEIABER 13 W18 UPDATED JUNE 167H 2018 2 C, PUNP Y>mx n.msaenr[Er a ELEVAT4QNs'<.HGN,'N APE BASED ON USG3 DATUM INAVD 1ass) 3 ox cI e'er---"--�,NOrOR JPUNP Rp➢US zsaonrEerl.ex.>togeavesncua°uuETw 1' 'S PROPOSED(0s' 4 TIE COErtryACTGfi SHALL FIELD VERIFYTHH La ATION AND DEPTHOFALLUT6mES PPoOR To THE COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALLSUBSUPFACE IWOF71AT,_,N •• 3/aNPo„SI °,Owen DI ,� 3 dAIAETER%.DEEP .NGYYNCN THESE PLANS IS CONCEPryALAND MU9TBE RF ORMEDACCARDWGLY INTFIEFE'•LD t50 FLA TDRYWELL 5 Al,181g1UMSEPARATCNGFTEN(10)PEET HOR¢ONTALAND EIGHTEEN(1s)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER UNES,STOFAIdWNAGE ANDGR SANITAPI LANES OR d u CB2 2 STFJJCTIRE5_ 8 ,aw Rt4S 6 THECCtWTRAGTvFi SHALL RESPONSIBLE FOR SECURPY.ALL NECESSARY PERMITS BEFORE COMMENCING WORK 7 PuuP )/aRPO ItSv EXBTINa GARAGE ROOF AREA f PROPOSED(3)s' 7 ALL UNSUITABLE I,IATEWAL AND DEBRIS SHALL BE DISPO>ED OF IN ACCO RDANCEWITH TOWN,COUNTY.STATE AND FEDERAL LAWS,CODES AND ORDINANCES C'CNTRACTOR SHALL BE PESPONSIBLE NOipR�1A rtp �.f r dA1,lETERX: FOR DSPOSING OFALL UNSUITABLE MATERIALS OFFSITE,DEBRIS SHALL NOT BE SURIEDON SITE B _ / +,swmrrz n.an..yNO P[tT D, 'j2 s ALLPRHCAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERAIVREAND SHRINKAGE,TRANSPORT,ANDTO ALLOWTHE STRUCTUPE TO Y47THSTANDAASHTO HmO 9 ceG c c 'IF'Cl�3 ePFtrloP.raweornrmeus DYMeren y DEEP DRYWELL LOADIN}ATTHE COVERCONDRIJNS SHOWN ONTHE PLANS 10 `ts� Jr_(5 1WN •p A,mxvss s ALL PRECAST STRUCTURES SHALL BE IAANUFACTURED VVITI AOOO PSI 12s DAY STRENGTH CONCRETE yy --� V_�PUNP S/4HPO IISV 10 SANUTAF{Y FIPETO BE SDR-36 PVC ORAS SPE:IRED CN PLiN9 N -- ,NOTORf 15OFLA II WFJNGCCNSTPUC7IONL FROSIQNAND SECU,IENTCON1TRCilAEASUFES TORE UIILQED AS ME.CESSARY TO PREVEM7HETRANSPORrOF SMIIENr TOOFF-SITE AREAS PONDS,DRAINAGEINI.ETS, C—iy �/ ETC THE INETHCDS Ahm 1AATERIALS EINPLOYF_D MTHOINSTPLLATiONAND MAINTENI4M^E OF 6AOSIONCONTFALMEASURESSNALLCONPORMTOTHENEWYOPJCGUIDEUNES FOREROSY_NAND DRAWING REVISIONS fr•' SEd11E1IT GONrROI' GI COInP G0^P xpnrws gP.nPenewR t2 ALLSACNFILLSHALL BE`-ELECTGRaNUTARMATER'ALCOMPAOTE --',:M1WMUMDENSrTYATTHECPT♦,tUM MOISTURE CONTENT.AS DETERMINED BY STANDARD PRO^.TOP,TEST _I NOTOP, 54'µA,t5v I3 TOTAL LOTAREA AREA=64,6x6 SF(I..164ACREs) NO DATE REVISION INTI 14 THERE ARE NO WELLS WITH 180 OF THE PROPPAN "LLw tloroP.`noouPLaoPAwIT ELECTFA.AL le THE DES1GHENGINEFFARCHRECTSHALL OBSFAVEThEOVMPRIORTOBACIT LANDDURI! VIlTEM STARTUP 2 PANEL I6 THE YWr S INSTALLER SHALL HOLD AN ENDORSEMHNrJ FROM SUFFOLKCOUNrY 3 e wi 17 THE 9WrS INSTALLER SHALL REGISTERTHE ONS)TEWASTEWATER TREATMENTSYSTEM WITH SUFFOLKCOUNTY DEPARTMENTOF HEALTH Th.DESIGN ENGINEER SHALLPF0%IDE RECCRD wnwegT1O".D le Brei eaen" DY.Ur1ENTSASREQUEED BY SCOH 4 LPt-Ot l8 ANE•ECUTEDOPERITIONAIDIWNTENANCECONTRACTSETWEEN THE la IJAIITENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED To SOON AGARBAGEGWNCER SHALL NOT BE INSTALLEDUPSTREN,IOFTIEOWTS 6 m PP,OVIDE2•VENITPIPEFROLI THE OWTS TO7HE6R1GLHFAMIILY WJEWIIa AND CONNECTTO THE SEWERV .1-02 `11P`p ow�Finae TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT ENTIWa SYSTEM WITHDI7HE HOUSE PIPE S HALL HAVE A POSITIVE SLOPE FROI I THE OWTS T 21 CONTRACTOR SHALLCONFIRM INVERT ELEVATONOF SEWER AT POINTOF CONNECTION PRIOR TO COMIARNOAAPIWOF CONSTRUCTONL CONfRAQTOR SHALL NOTIFY DESIGN ENGINEER/ utI-rUa — .. evomioroeerowcanDsu D —�M PLC INN"Vi gagtPaOkaOwJtPNx4 ALLl" qa_M ryq,t3 eEHI.ceD TESTH+LE Si HR SFITCN w/wqS CCNPgtbOP W0.Nu.,uOlur[niL6 x[t"I` R:TrCI!t�vniow.. 12 W"tArnwLttMm,C \ Wv[ttgwiRiMEO Un+O M.wuPACggeeOpqECOWa D: rC RYB RrWceVCE,D NWun,rvMD WV�T,v+,9rO eE Jwnt ix> gieA roNO.peYATtqut.xD et�mOviO[0 mq,en v��,•Yn ,V u.N.ceaa ttaatn OumY3 p nN/xt TNI6 APPLIWTDNISAPPirOVED ONLY FOR WORN Aa> RUN e6xKx6•P„YAD nm�q�Mey enwgeD 01IMTEDONTHEAPPUCANONSPECIFIVATI0N9iEET L -�r�t� µ,. ,xSeDLLNLI10 PnUPUN9"9 P AL 5µTQ WDttDWwEMPs, PD 1m Y.I{nE+pa541v u.z COxORPR KN¢q BeLOw OR.DE OTNlR M1TTP,g66NOaYNARE NOT TO BEkP41E00PON,OR MUTE ^ ttnnyy..WW wqi 9 q ,Eeroxx nne c..+D l:ry T'O OE CON41D8R8DA6 FIlNER Ba NG APPROVED ORIN ECE6uq YTObRrrox.�P0.•eo° 6T WAu 4 Remote PLC Control Panel Detail a gmne m°Pue EL I---Tr o o� 314'=1'•0' wN[t aP_� •�(� j � w.req,Nc,.eF.b>w rPe DuBIE U -I(�`` U~'I� w.nE9T6vcEc,ED sauD lFq ConwllvRa INPUT N9r evmn ne +e �L��/puN P a ee av ro u T I 1 A L--=.aj�r�-- '"-- PLC INPUT •. ^ �eL6^ e.r.$,. 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LL', < __, -� 1•_4aa.D Skunk Lane Residence 6370 Skunk Ln,atanoyue,NY 11 e3s SITE INFORMATION I IIIm°reo equ"xne { 1 - 'I STCM NO 1000.104-05.33 IS SITUATED INHOLD OGU SUFFOLK .A,s s y�r✓ � TOWN OF SOUTHOLD SUFFOLK s.d's,wur se,tAa s i 1 ` � � ! � 1 W COUNTY NY T� \ cm4 -a o a'wersns,.n•avr-o7w aRvUN \ \ eL cs\ sta E C E 11--� "— l \ \ �NNffu.��1W5pnrp.a�@pa 63 , � '� te)Oft � [tB ,L�,'+y`y RA+Wew4N01UMi0MG�,4[`MePfaa.we91 DD,_�.� +�s_ --_•' I ""FVVi... � /aavea.,,ansr wNlPw m,nm,u,Dwxooa Esau F°POv[wvu:C Pv1i[DUN � 11I � Wm,Ma NrmORgYL.CYIeMCr atTD M Q wz[Dn T DF."' OCT 2 1 2 19 S 6902&50'W-as oo' m.FA„PADrI,q co GARAGE SETBACK REVISED I _ PER SOUTHOLD TOWN ZBA REQUEST I aM.uroLeyeP:+,ranPr ere,.+nqv 6 ]l11C!ole � BILL OF MATERIALS aid I UviwenO.Iux.sOv Southold n ITE aa Bar of Trustee TowTow M AN DESCRFTP-NJ OT I I SITE NOTES SEPTIC NOTES -SEPTIC CALCULATIONS X LEGEND Data, Scala N ”" ma uo,ca+aa[a - an nxea-uwMwv"oxartew.srewP,eRrFe.mExrrrerN+aaP.cwee s+nwrzow Nroroouetowxor eourrolD mlProuco:uNTr Nr M.en•"t Po roggz gs0laeo rowaeemoan YUPAem NoOaluwsF[A D.r _ agcu.mYP.s Lmrz.Ru.9af6,wProq ma.wes q+PvicexewcscxD>rFwaaavu mveF.ce ms+*^' ----T--P,x,mNo wrrmun dwlllpTiva --_ _ , D. UT+EAe Sax[ariAxAh w'euvn,ni w TOgM oSMP,Ere� x,w"'mrs�wmiazvnarz gmrrfOroacµu.xo uwxuaF°" �^''°Pn roq.eer goaP reseoaP.ca.ama.unxsPen or __�-_ uiwsasem.aD In �roD°m`"nFwseo`"ioTs`uv rRO'Pcn Oa°op.�gww°gcee,q luec+ncu.eroeectu eswm„ovn LEACHING CALCULATIONSMU SITE PLAN m e cu.xix ac ces , r,moxcxw s reauP xa H..«smmcew r.:xt.Mwxuua"•iwsaurw'Lwow.`�8Y'+ien""prwger.DwoYPmroera wER.rvD sereom n,atYmceNNF .xD..rrwrzooaan,DveD .w.eP.snrzvw,cvcxw anrea,m TA'oM"ex`..ai..x`LOrvaw'a..rlmo`° / awnaaru:ucoti a' Yreeourm.Yr AgFpa maauuww PEaPAeD SPavwo,egwxcrnAonrau.Hu O' h .czo.-eoE. x.,uPt r,owwnn.a�vF,umePeuie"'".wDc'.Pua�aci[Dertia"`eP'.s wY+r% eD evarP»Pg=.9ummoew.u.cen wml®n en.xsroxrDn ---------wm`m0w"P"vuao-ro HfO ua+vDg to N Y_•, tt oaax+T �,[roW iNMm�MwC[FbOD / SPO _. APEt OPw'ElurvOa /1 Proposed Sle Poan Ko �wFF.a�,euo� - Y PL� O Hp,"pTER PR ADwt�� H —f-— EALTH DEPART IENTAFPROVAL6TW IP Architect: ISAAC - RAE 11575 Main Bayview Road Southdd,NY 11971 14,-011 4'-5" IS'-4„ 4,-5,. 16.-0„ T 347.276.6093 ECLAY@fgaac-raecom I I — Owner:HC NOFO LI C 81 7 Broadway F15 New York,NY 10003 Consultants: i ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT ! f OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR _ PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAEARCHITECTURE b _r` o DRAWING v _� KITCHEN&DINING NO DATE REVISION 17X23' 12/1812018 DOB INITIAL - - - _12m I - 3 aFIREPLACE 4 I � REF. RANGE I 6 =I I I f I ( —I I BEDROOM O O C IJV8dGR00M 3 PROPOSED GARAGE ELEVATION O ,Fri 1� �I ,exs' 7 1/8" = 1'-0" O ` 1 NI Project: N O 0 /// 20'-0" LAUNDRY MECHANICAL D LU Z. Skunk Lane Residence H„ ft I' 6370 Skunk Ln, Cutchogue, NY HALL I 1193 CLO CLO I I �:=:' a _ 5 Project No.: L— — — —J BATHROOM l 'T—1f r 11 I — — — — / I II I II 6 II � II I '�='. I R-02 \ / v 1 II l o o II 0 II z =1L_A�I_I�IL3_ b O O m ;CLO, I ENTRY F Seal/Signature: D E C E V E 7 0 rn' q BEDROOM _- L� luJ PROPOSED OVER HEAD DOOR :r �' (A I II III 91 t b 1 11' PROPOSED 36"SWING DOOR ❑ CLO 0� I 2019 I � 1' N ENTRY / — — PLANTER PROPOSED ELECTRICAL PANEL PLANTER - -- - - — --- - - - - - -- I S uthaitl Town of Trustee DN Date: 5/22/2018Scale: AS NOTED ~ Drawing Title: PROPOSED TWO CAR GARAGE) NOTE: FIRST FLOOR PLAN DRY STORAGE; Drawing No.: FF ELEV 8 s 1st Floor Area 1800 sqft NO PROPOSED BASEMENT OR ATTIC Al PROPOSED GARAGE PLAN PPROPOSED FIRST FLOOR PLAN 1/8" = V-0" 1/8" = 1'-0" Author Architect: ISAAC - RAE 11575 Main Bayview Road Sanhdd,NY 11971 T 347.276-6093 E CLAY@isaac•raeoom Owner:HC NOFO LLC 81 7 Broadway F15 New York,NY 10003 I I Consultants: 14'-0" 4'•5" 15'-4" 4'-5" ALL DESIGNS'DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTHORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR j PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE r DRAWING BALCONY b NO DATE REVISION I 1 12718/¢018 DOB INITIAL 2 \Jl 4 5 BEDROOM _ T1 = - - - - — -- - - -- �d 7 13'X13' i Project: FAM1 Y QatSkunk Lane Residence , CLOS i � 6370 Skunk Ln, Cutchogue, NY —�-- _11935 Project No.: 5 5 I R-02 CLOS. MECH. BATHROOM \ `� _ b=dT —1 2 �// Seal/Signature: �° BEORQOM 0 T 2 1 2019 BATHRO r 13'X13' CLOS. Southold Town ar of Trustees NOTE: 2nd Floor Area 1175 sq ft Date: 5/2PJ201a SQale: AS NOTED Drawing Title: CPROPOSED SECOND FLOOR PLAN _ SECOND FLOOR PLAN 1/8"= 1'-011 Drawing No.: Al 03 _ Author Architect: ISAAC - RAE 11575 Man Bayview Road Southdd,NY 11971 T 347-276-6093 E.CLAYQieaac•raecom Owner:HC NOFO LLC 81 7 Broadway F15 New York,NY 10003 Consultants: ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO OR CONRUCT IT,IN WHOLE OR PART,WT HOUOTDUCE THE EXPLICIT WRI TEN PERMISSION OF ISAAC-RAE ARCHITECTURE DRAWING NO DATE REVISION I ! 11 11 11 11 1 121182018 —DOB INITIAL -- _ 3 4 and-kc , i 6 -- — — 7 --- --- —----- -----= TO VV FJ,Chtl 'L r -- — Project: - ---- -= Skunk Lang; Residence 6370 Skunk Ln, Cutchogue, NY —�- _11935 - -- -- - — ------ — ---- -- --- --- - -- F;1 11 FIQDProjectNo.: -- - „" IR-02 ! - -Loop r�FtA`Ico, a Seal/Signature; — -_—_ � CVE - 1= _ _ -- =I cr 2 209 =1 11=i 11=1 11=1 11=1 11=1 11=1 11=1 11==1 11=1 11=1 11 umn Architect: ISAAC m RAE 11575 Main Bayview Road Southold,NY 11971 T 347-276.6093 E CLAY@icaac-rae com Owner:HC NOFO LLC 81 7 Broadway F15 New York.NY 10003 Consultants: ALL DESIGNS!DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY T_g Hoot r OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE 4?-1 i'=" \ ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE MID POINT OF ROOF DRAWING t NO DATE REVISION \ 1 12118/2018 DOB INITIAL TO :'ud f Igor -4 Flare 4 27 !1 _ -= 5 --- o 7 __— .nx oad f w, f! '' Project: Skunk Lane Residence --_-- r i1 Vd�I PI^tri % — 6370 Skunk Ln, Cutchogue, NY _ — -11935 FINISH FL(J)P - Project No.: I R-02 Seal/Signature: D E V E _- ----1-1-177 T=71_I-- —^I I -I I' _-I-5-1 - - 1=711 I^I OCT 2 1 2019 I _= +---_-- 1 I So tholtl Town III—III—III—III—III--III—III—III—III—III--III—III—III—III--III--III--III—III--III— Boa of Trustee SIDE ELEVATION 1 Date: 5/22!2018 Scale: AS NOTED Drawing Title: ELEVATION Drawing No.: A1 05 Author Architect: ISAAC m RAE 11575 Main Bayview Road Southold,NY 11971 T 347.276.6093 E CLAY@Isaac-raecom Owner:HC NOFO LLC 81 7 Broadway F15 New York,NY 10003 Consultants: ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLO,AND ARE PROTECTED UNDER THE T C haat ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT 2 _ OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE \ DRAWING NO DATE REVISION / 1 12/1812018 DOB INITIAL / 2 � 3 -----_------ i 4 1 0 Ii u)Pl:,cr,call l-/oto Project: r ,r,'°"I,, = Skunk Lane Residence 1 6370 Skunk Ln, Cutchogue, NY _11935 Project No.: —_- _ I R-02 ARUSH r 1-00F � ; ; Seal/Signature: oa v„ � , Irr��- 11�N� II11 {{�►►1�1In Irr��- E C tl V I� 7-1i BasE Fi,000 ELEVA r�n�:,�_ 6 0" L E 1 2019 Id Town Board fTrustees 1 SIDE ELEVATION 2 _ _ Date: 5,22/2018 Scale: AS NOTED 1/8" ^ r-0lp _ Drawing Title: ELEVATION Drawing No.: A1 06 Author Architect: ISAAC - RAE 11575 Maln Bayview Road SWhdd,NY 11971 T 347.276-6093 E CLAY@ipaac-rae com Owner:HC NOFO LAG 81 7 Broadway F15 New York,NY 10003 Consultants: ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER - T J R,, rf �- DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO' I OR PART,WT HOUTDUCE THE EXPLICIT WRITTEN PE MIOR CONRUCT IT,INSOLE SON OF ISAAC-RAE ARCHITECTURE � l DRAWING NO DATE REVISION 1 12H8/2018 DOB INITIAL 3 -k9 , ,I;` m-rr� �.-.� w^y ^��,:��:� I��' �; i 7 Project: a lq� TO'OVlil=bte,p7 Skunk Lane Residence {� s� _� E --- �•• �! 6370 Skunk Ln, Cutchogue, NY _11935 FIkIGHFL,;Y)R �� Project No.: , �,i't a�l ,it .�4d]�i�•a�dd6l F., I�,r! ,i ^ �` i,^yyl 4�„ pa, illi i,�, 10 I1 I R-02 EXISTING FINISH FL(X)R� -- ------- - Seal/Signature: I ^^ E FLOOD EL vn-IION �st�-- oc 2o 1—_ 1-1 _-__��I_1 I I— _ F- I �� I --� I I _—I I El -E-1 — ��— I—��— -- —� — —� —H �— — S utholdTown REAR ELEVATION �-j 1/8" = 1'-0" Date: 5'22/p16 Scale: AS NOTED Drawing Title; ELEVATI ION Drawing No.: Al 07 Author SURVEY OF PROPERTY SI T UA TE SZER�\N0 °P° C U T C H O G U E TOWN OF SOUTHOLD p SUFFOLK COUNTY, NEW YORK gPR P�N�E g SUBJECT D PREMISES S.C. TAX No. 1000- 104-05-3.3 OR�� I °PK SCALE 1 "=20' co aA p W� DECEMBER 189 2008 N R� o NOVEMBER 30, 2009 UPDATE SURVEY MARCH 16, 2010 ADDED PROPOSED SEPTIC SYSTEM JULY 29, 2010 ADDED HAY BALES APRIL 5, 2011 ADDED ADDITIONAL NOTES NP�PSER GONE JUNE 15, 2018 UPDATE SURVEY AND ADD SITE PLAN TOTAL LOT AREA = 24,561 sq. ft. S�Sw�eN'tk("w0.564 ac. P KEY MAP UPLAND AREA = 18,624 sq. ft. usesPueiic G WATER SCALE 1 "=600' CER TIFIED TO: TODD FEUERSTEIN HC NOFO LLC 4 � .dd 11��TV1 � X� ^� �/' ° e •ems. gyp\ Y a -V d STR Is a •• �' 4 l- X PU6 o: v e. .°....n e HFfp ad �d A < 'n44e ° . . . 45 d 6 d . �/ NOTES: 4 ° °4 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM unuS. � 6 '- d d° EDGE OF PAVEMENT ° ``n d4 , e.� . ° .�GJ OO rely 50 EXISTING ELEVATIONS ARE SHOWN THUS:-M EXISTING CONTOUR LINES ARE SHOWN THUS: - - -s- - - - S 790 �_ \° 5 PROPOSED CONTOUR LINES ARE SHOWN THUS: ^r------ 5 Z - 42 2�" E C-t7VERHFgp �22OX � 5.6 FLOOR X-M (f1� FIRST 4--2 o u rc(�. gs 2J 1 d G.FL. - GARAGE FLOOR / 0 6 l I e \ \J � MON I \\ ° OO T.W. TOP OF WALL B.W. - BOTTOM OF WALL ?'� 5-N \ d : W 2. FLOOD ZONE INFORMATION TAKEN FROM: X' Fos°'2� \ / FLOOD INSURANCE RATE MAP No. 36103CO1 64 H O. ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD O °, I o� I \ �' WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN O 0 I I \ d Dyc�9y a3 j TEST\ �\ / PROPOSED BUILDING COVERAGE 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ao�nsG� I I i 1HOso °%� � ' / ,� OVER UPLAND AREA (18,624 sq. ft.) 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 3 BEDROOM HOUSE IS 1 ,250 GALLONS. F I 7X lx� 4 \ 4 DESCRIPTION AREA % LOT COVERAGE 1 TANK; 10' DIA., 3' DEEP X ` / , \ `� \ / 9 4. MINIMUM LEACHING SYSTEM FOR A 3 BEDROOM HOUSE 'IS 250 5 ft SIDEWALL AREA. �oti4° I a o ..\ \ HOUSE 1,794 sq. ft. 9.6% q X5' \ P2 �\ 5 POOLS; 2 DEEP, 8 dia. I I \ 9 \ '10 o GARAGE 440 sq. ft. 2.4% 0 TPROPOSED 50% FUTURE EXPANSION POOL TOTAL PROPOSED 2,234 sq. ft. 12.0% � 50 feu I PROPOSED 8' DIA. X 2' DEEP LEACHING POOL 90 PROPOSED TOTAL COVERAGE x pL \ �\ OVER UPLAND AREA (18,624 sq. ft.) p O PROPOSED 1,250 GAL. SEPTIC TANK , I / \ h I 0 I \ DESCRIPTION AREA Y. LOT COVERAGE 5. THE LOCATION OF EL W LS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �z v HOUSE 1,794 sq. ft. 9.6% OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �' o 1 EXI -INC, �A� Ems° d' \\ \ S�ePG6. EXISTING CESSPOOL TO BE PUMPED CLEAN AND EITHER BE REMOVED OR FILLED WITH o�� ESTO� O !` �. . \ 100' d O e , X GARAGE 44o sq. ft. 2.4% CLEAN SAND AS PER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES STANDARDS. D / ✓\. \ L I�j PATIO 1,036 sq. ft. 5.6% im a:" TOTAL PROPOSED 3,270 sq. ft. 17.6% I.......... ....... m .............. ::::•:�:::::: . �. i:: :c::i::: :::.... . o. ........... G F� i: ii:ii::: DRAINAGE SYSTEM CALCULATIONS. `� n gTOR :':. .....P�.`'n, :: .:: PND 2 ooM�:iii:;:.::::.: : r HOUSE ROOF AREA: 1 ,794 sq. ft. ::::. .::;. . :.:.... :: •O 1 ,794 sq. ft. X 0.17 = 305 cu. ft. I �4X M' _:�'... ::(3::FFL.10.a..:.::.:::::. .::.:.::.:: ..�RClP�O \ O� - o ,1>1 I O .,�' ::;:::. .:::::;::. :::::::::-:�3,:::::::: t: : :: "... ':.<:::..`.:':..; I �' F '::;:. ::::::::::. 305 cu. ft. / 42.2 - 7.2 vertical ft. of 8' dia. leaching pool required TEST HOLE DATA PROVIDE 4 8' dia. X 2' .` , :::::::::. ::;::: ::: ::: :: I high STORM DRAIN POOLS i:.`Zo. (TEST HOLE DUG BY McDONALD GEOSCIENCE ON 03/12/10) ( g x7.4 X N �, .:.; EL. 6.0 GARAGE ROOF AREA: 440 sq. ft. _ 440 sq. ft. X 0.17 = 75 cu. ft. _ t . , a ::.:'::::: ::..:::. .. \ y..::::::•:::. I BROWN LOAMY SAND ,,�,, �. 75 cu. ft. / 42.2 = 1 .8 vertical ft. of 8 dia. leaching pool required > ' 1.D' , o�y I X \ �.~"� >No.. rK ° Bg - PROVIDE (1) 8 dia. X 2 high STORM DRAIN POOL PALE BROWN FINE SAND SP ' G E o 3.2 \ : :..:> > e�REe' G �e 1 PROPOSED 8 DIA. • �o� F`p - �G.� X E�vNE i::::::::a X 2 DEEP DRYWELLS WITH �O o HIGHEST EXPECTED GROUND WATER 5.0 � GUTTER LEADERS FOR ROOF RUN-OFF � = - - \�/ PGG�5505;� r. QP�B�cG�PjEFt TEST WELL No. USGS 41 0054072 2821 01 S 71187.1 WATER IN PALE BROWN FINE SAND SP LO f/ FSEs O/F LORA pltA 11.0' 6,A'CNN, N�J. AG AGL OX M R AIN R ............ '01, (60- 0"OsYO PROPOSED SEPTIC SYSTEM DETAIL HOUSE (NOT TO SCALE) ELEV 10.9' FINISHED GRADE FINISH GRADE ELEV. 7.6' ELEV. 6.7' PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED TOCP EL. 6.6 1' MIN. TOP EL. 5.7' 1' MIN, BY THE L.I.A.L.S. AND APPROVED AND ADOPTED CLEANOUT SEPTIC AN _ y TITLE ASSOCIAE B THE NEW YORK STATE LAND 8„ MIN. 4" DIA. 8" _ __ ___ _ _ FOR sucH USE BY APPROVED PIPE TANK APPROVED PIPE LEACHING LEACHING N 3' CLEAN -�• INV. EL. POOL _ SAND min. PITCH 1/4"/1' INV. min. PITCH 1/8"/1' POOL I ► �f,r 5.8' INV. EL. 4.7' EL 5.4 INV. EL. 8„ o COLLAR 4.9' 0 8, 0 8' N. OCT 1 5 DISTRIBUTION POOLS OF w' t 5 POOL SYSTEM BOT. EL. 3.0 HIGHEST EXPECTED GROUND WATER ' SEPTIC TANK (1 ) ELEV. 1.0' __. _._.. Cyi� f 1. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDRCOMI HOUSE IS 1,200 GALLONS. LEACHING POOLS (5) F�?, _ N.Y.S. Lic. No. 50467 1 TANK; 8' DIA., 5' HIGH (4' LIQUID DEPTH) 1. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. ` ---� 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin ill 5 POOLS; 2' DEEP, 8' dia. TO THIS SURVEY IS A VIOLATION OF 3. WALL THICKNESS SHALL BEA MINIMUM OF 3", A TOP THICKNESS SI 6" AND A BOTTOM THICKNESS sf. 4". 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE OR EQUAL SECTION 7209 OF THE NEW YORK STATE ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ( ) EDUCATION LAW. Q 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). Land Surveyor 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") COPIES OF THIS SURVEY MAP NOT BEARING ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. THE LAND SURVEYOR'S INKED SEAL OR 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL VE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE RIGHT WAYS 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 29-103D !� }f� �i � —j ' r� •` ..,� r •s ger v^ .$,��-11 v 6370 SKUNK LANE EXISTING HOUSE •O 20 LIC I Ll ISAAC-RAE EXISTING SITE IMAGES . • I Brooklyn v --- - - I .t, , `� TU3 P� }m crw 1000 –FMtOPURTY MAPF ,r Ec 1 qQ N°r b P e t ♦ M Lrrmc } CREEK � s �• �' P "° i r 3 ♦ .e:r 1zeNc) FA's LAV LO. 4 °,lply\ P6' ,O �. ''S'1' ,' T..-'C >.20•"•`n•pu lO1W ' � � �b off.' .'� ,. r •� t5 s,.'w ,,µ` „• ,6 10 20•• r A`t 19 tl 1, A• 'p ., ,Z '•a Is 9,w ty tF .• � • 1' M ./ w w• w e t��b Gl m*' •p o , m w. ,.p Ate. � A e• y. I e °�\ AO © 1 d 9 \ \ e` • '3 y� ^��'Yj .e AROADWATERS COVE16 \ �R TOWN OF SOUTHOLD JA a j 41 a 5• °` 'S � �y�P r Ci i I f 1 � .Nr �.•• �„ .+t'"„ ,.'aid'„q '� w Z7AI0 I I I 1 z 3 t ' • \ ' ♦ e ♦i3?c � er ° UM tic ° • °�'"�w�O �... �•�� "V�t yRe r � r ,dL� ,pp �t HAYWATER COVE I e r►f •' t �" ®� ,5 '� \ a ♦Q ♦ / __�'-a__ to ri,` ♦p° � �' �' toz PO� •'- g N `• L NOME S r,P �,M11 � �• s• r\ —�— ••�-r-�+r R11 r O2 Wit- --•-- r-`- --•-- •, � COUNTY OF SUFFOLK © E ,n sotmpLp SECTION NO Real Property Tax Service Agency Y E �W N` _– ,r,•.. . r,ru. --w-- ,n.•u.--r,-- np+niani°Norrwrrart�wof*r[ a N �•'•'°' r r —_— ,• ——,—— s —— Ceury um•r NM•r,r•,N Y„q, 104 p r.rr a r tzt Nq,•tzu r �__— ,rtr --•-- ,rtr--9w-- =Zzwwr•wrwamr'.w•uaN x,K ` m A ttt NS "___— -- -- aEk,wr[rtnt•x¢•wz.�icv. P r i� PROPERTY MAP OFFICE LOCATION: �w MAILING ADDRESS: Town Hall Annexes � k�a P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To; Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: April 22, 2021 Re: Local Waterfront Coastal Consistency Review for HC NOFO, LLC, c/o TODD FEUERSTEIN, MANAGING PARTNER SCTM# 1000-104-5-3.3 The Southold Town Board of Appeals issued a variance (7290) allowing for a 20' rear yard property line and conditioned the installation of a I/A OWTS. Isaac Clay Coffey, R.A. on behalf of HC NOFO, LLC, c/o TODD FEUERSTEIN, MANAGING PARTNER requests a Wetland Permit to demolish existing dwelling and construct new 1,800sq.ft. footprint dwelling with a 1,175sq.ft. second story for a total square footage of new two-story dwelling to be 2,975sq.ft.; construct a wrap-around ground floor terrace on the north, west and east sides of the dwelling totaling 1,008sq.ft. as well as a new 250sq.ft. second floor deck; install a 62sq.ft. built-in planter to run adjacent to the north-side ground floor terrace; install a new innovative/alternative wastewater treatment system; construct a 440sq.ft. two-car detached accessory garage and install a 1,435sq.ft. gravel driveway using the existing driveway's entrance from Skunk Lane; install 8" diameter by 2' deep dry wells with gutters, and leaders for roof runoff; and to establish and perpetually maintain a 10' wide nova-turf buffer along the landward edge of wetlands composed of native vegetation. Located: 8370 Skunk Lane, Cutchogue. SCTM# 1000-104-5-3.3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the Policy Standards 4 and therefore is INCONSISTENT with the LWRP. This determination is based upon the following: 4.1 Minimize losses of human life and structures from flooding and erosion hazards. 1. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for.- a. structures which functionally require a location on the coast or in coastal waters. The single-family residence does not require a location on the coast. The terrace proposed to be located 13.3' to the wetland is not supported by this policy. The minimum setback to any and all operations from a residence within the jurisdiction of the Board of Trustees from a wetland is 100 feet (unless lot circumstances dictate otherwise). According to the Suffolk County Hazard Mitigation Tool the parcel is susceptible to flooding and storm damage. Increasing structure within these vulnerable areas is also not supported. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its u, written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Michael J.Domino,President3Q 5001 Town Hall Annex 1 John M.Bredemeyer III,Vice-President �� 1 54375]Route 25 y P.O.Box 1179 Glenn Goldsmith d �! �' Southold,New York 11971 A.Nicholas]Krupaki k Telephone(631) 765-1892 Greg Williams ;a��'t Fax(631) 765-6641 COUNT, I DG� OVE BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD OCT 2 1 2019 This Section For Office Use Only Southold Town Coastal Erosion Permit Application Bar o Truste Wetland Permit Application Administrative Permit Amendment/Transfer/Extension TReceived Application: YReceived Fee: $ Completed Application: Incomplete: SEQRA Classification: Type I Type Il Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: ' Coordination:(date sent): LWRP Consistency Assessment Form Sent: CAC Referral Sent: Date of Inspection: Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Owner(s)Legal Name of Property(as shown on Deed): HC Nofo LLC Mailing Address: 817 Broadway,4th floor NY NY 10003 Phone Number: 347-276-6093 Suffolk County Tax Map Number: 1000- 104-05-3.3 Property Location: 6370 Skunk Lane Cutchogue NY 11935 (If necessary,provide LILCO Pole 4,distance to cross streets, and location) AGENT(If applicable): Isaac Clay Coffey Mailing Address: 11575 Main Bayview Road Southold NY 11971 Phone Number: 347-276-6093 Board of Trustees Application GENERAL DATA Land Area(in square feet): 24,561 aft_ Area Zoning: R-40 Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions on property? Yes x No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? x Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? x Yes No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? x Yes No Does the structure (s) on property have a valid Certificate of Occupancy? x Yes No Prior permits/approvals for site improvements: Agency Date ZBA(.Approved) August 6 2019 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): proposed one and two story house to replace existing single ; story house over existing foundation and an addition of a new 440 sq ft accessory garage.Existing building totals to 883 sq ft and newly proposed house will increase to 920 sq ft to the ground level of the main structure This project includes the installation of an innovative alternative waste water treatment system that will prevent nitrogen and other harmful substances from leeching into the wetlands in addition to the creation of a non-turf barrier loft upland of the wetlands comprised of natural vegetation to further protect wetlands. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: This one and two story house aims to enhance the stable residential area it resides by replacing a deteriorating existing single story residence while also preserving the environmentally sensitive wetlands by adding additional native vegetation within the surrounding area and creating a non-turf barrier 10 ft upland of the wetlands.The residence is designed with the town and DEC guidelines in mind and is similar in construction to other wetland properties in the area. Area of wetlands on lot: 5,937 square feet Percent coverage of lot: 12 % Closest distance between nearest existing structure and upland edge of wetlands: 11 3'-6-611 feet Closest distance between nearest proposed structure and upland edge of wetlands: 231-_._.61 feet Does the project involve excavation or filling? No x Yes If yes,how much material will be excavated? 300 cubic yards approximately How much material will be filled? 0 cubic yards Depth of which material will be removed or deposited: 4-5`�— feet Proposed slope throughout the area of operations: 0% Manner in which material will be removed or deposited: A SMALL EXCAVATOR WILL REMOVE FILL FROM SITE. EXISTING TOP SOIL WILL BE RETAINED ONSITE AND REUSED. HAY BAILS AND A DOUBLE LINE OF SILT FENCE WILL BE INSTALLED BETWEEN THE PROPOSED EXCAVATION AND THE UPLAND WETLAND BOUNDARY. THERE WILL BE AT LEAST A 10' SEPARATION BETWEEN SILT FENCE AND UPLAND WETLAND BOUNDARY 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): This one and two story single family residence has been designed with the DEC's guidelines in mind and is similiar in construction to other wetland properties in the area.The natural vegetation of the wetlands on this property will not be distrupti nor are they in danger of being destroyed on this site. Construction will utilize the existing foundation of the previous structure to greatly minimize the impact on the land. Even in reusing the foundation, the structure will be positioned 2 feet further away from the wetly to take further precautions and avoid an impact on the natural wetland habitat that already thrives here. In addition, a non-turf barrier comF of native vegetation will be 10 ft upland of flagged wetlands to further protect and preserve. 617.20 Appendir B Short Enviromnental Assessment Form Instructions for Completing Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Single family residence construction on Skunk Lane Project Location(describe,and attach a location map): §§370 Skunk Lane Cutchogue NY 11935 Brief Description of Proposed Action: Proposed one and two story house to replace existing Single story house over existing foundation and an addition of a new 440 sq ft accessory garage. Existing building totals to 883 sq ft and newly proposed house will increase to 920 sq ft to the ground level of the main structure.This project includes the installation of an innovative alternative waste water treatment system that will prevent nitrogen and other harmful substances from leeching into the wetlands in addition to the creation of a non-turf barrier 10ft upland of the wetlands comprised of natural vegetation to further protect wetlands. Name of Applicant or Sponsor: Telephone: 347-276-6093 Isaac Clay Coffey E-Mail: clay@isaac-rae.com Address: 11575 Main Bayview Road City/PO: State: Zip Code: Southold NY 11971 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. ni F1 2. Does the pi oposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ ❑ 3.a.Total acreage of the site of the proposed action? 05 acres b.Total acreage to be physically disturbed? .05 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .564 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial []Commercial KI Residential(suburban) MForest ❑Agricultute ❑Aquatic ClOther(specify): MParkland Page 1 of 4 5. Is the proposed action, ^~ NO YES N/A a.A permitted use under the zoning regulations? ❑ ❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ ❑ 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ El 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:_ _ ❑ R 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ❑ ❑ a ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 1-71 ❑ 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: ❑ R 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: F] a 11.Will the proposed action connect to existing wastewater utilities? NO YES if No,describe method for providing wastewater treatment: Pq_ 12. a.Does the site contain a structure that is listed on either the State orNational Register of Historic NO YES Places? © ❑ b.Is the proposed action located in an archeological sensitive area? 13,a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? 0 L^❑ 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 ❑Agri cultural/grassland s ❑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? ❑ ❑ 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? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? X❑NO ❑YES ❑ FRI b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: NO DYES Proposed 8ft diameter x 2ft deep drywells with gutter leaders for roof run off. Page 2 of 4 I 8. Does the proposed action include construction or other activities that result in the impoundment of YES water or other liquids(e.g. retention pond,waste lagoon,dam)? I ff Ycs'expla.En purposc and size: Elio 19. Has the site of the proposed action or an adjoining property been the location of an active or closed— NO YES 1 solid waste management facility? cs,descrik* 1:1 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 VeS, -4 KI El 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Isaac Clay Coffey Applicant/sponsor namot we: 0 18 D Signature: Part'2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the iollowin.c, questions in Part 2 using the information contained in Part I and other materials submitted by the prc{cct sponsor or othei'14ise available to tile revievver. 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 altion?-' N N_o,os oderate --ate 1 M 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? LJ 2. Will the proposed action result in a change in the use or intensity Of LISC of land? Will the proposed action impair the character or quality of the existing Community? DX D 4. Will the proposed action have an impact on the environmental characteristics that Caused the establishment of a Critical Environmental Area(CEA)? Ix I 5, Wi!I the proposed action result in an adverse change in the existing level of traffic or 1 arfett 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 asonabiv available energ conservation or renewable energy OpportUnities? V ox 7. Will the proposed action impact existing: D 0 a. public/private water supplies? — —b.public/private wastewater treatment utilities? El 8- Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? K D 9° Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater, air quality,flora and fauna)? KI Page 3 of 4 No,or Moderate small to large impact impact Ma y may occur occur 10. W ill 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? X Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in Sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. FUCheck this box if you have determined, based oil the information and analysis above,and ally Supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if YOU have determined,based on the information and analysis above,and any Supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees -4- Nain-2 of Lead Agency Date President Print or-71 vpe Nzirieo--�esponsibiq Officer in Lead Agency Title of Responsible Officer g 11 a t I re of Responsible Officer in Lead Agency Signature of Preparer(if different fromResponsible Officer) E--PRNT Page 4 of 4 APPLICANT'AGENUREPR ESENTATIVE TRANSACTIONAL DISCLOSURE,FORM The Town of Southold'sCode of Ethics prohibits conflicts of interest an thepart of town officers and employee. Tlie pumose of this form is to provide information which can alert the town ofpossible conflicts of interest and allow it to take whatever action is necessary to avoid sarnC. YOUR NAME: Isaac Clay Coffey (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Othe(',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the.shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee;Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares"of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thh�iss�JJ 18 day October 2019 Signature �Y -0- Print Name Isaac Clay Co Form TS 1 Town of Southold LWRP CONSISTENCE'ASSESSIHMNT FORINT 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 HazardArea. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both sunportina 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# 1000 - 104 -, 05-3.3 PROJECT NAME 6370 Skunk Lane The Application has been submitted to(check appropriate response): nn Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees �J 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital Q 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: Proposed one and two story house to replace existing single story house over existing foundation and an addition of a new 440 sq ft accessory garage. Existing building totals to 883 sq ft and newly proposed house will increase to 920 sq ft to the ground level of the main structure. This project includes the installation of an innovative alternative waste water treatment system that will prevent nitrogen and other harmful substances from leed it,ig it ito the wetia,ids i,, addition to the creation of a nun--tt fi nds comprised of natural vegetation to further protect wetlands, P Location of action: 6370 Skunk Lane Cutchogue NY 11935 Site acreage: .564 Present land use: Single Family Residence 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: Isaac Clay Coffey (b) Mailing address: 11575 Main Bayview Road, Southold NY 11971 (c) Telephone number:Area Code( } 347-276-6093 (d) Application number,if any: _6 Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No FX1 If yes,which state or federal agency? 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. ❑x Yes ❑ No [] Not Applicable This one and two story home aims to enhance the stable residential areas this property lies within b replacin the deterioratin. ing s r c ure n i e also preserving a nvironmen a sense eve we n s y a ing n e vegetation i.The StFUGtUFe es+gne"....,;em 's gaildeti+ae to the other wetland properties in the area. This includes an innovative alternative wagte water treatments§tem that will prevent nitrogen and other harmful substances from leeching into the wetlands. A non-turf barriere 10 ft upland of the wetlands will be created and composed of native vegetation to further protect and Attach additional sheets if necessary preserve the wetlands on this site. Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable This one and two story single family residence will be built on the existing foundation of the structuree that is currently there in oarr fo great y minimize any impact on the property and preserve traditional uses that define the maritime character of the area .yaPr Attach additional sheets if necessary Policy 3. Enhance visual duality and protect scenic resources throughout the Town of Southold. See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable This proposed single family residence conforms to other traditional wetland structures in the haml t it also will be replacing a deteriorating structure m the process and in doing so improving and complying with the visual quality associated with the --area-l4 wi{I-6e pFeseFvttj etatiaby keepirjg cal eas-neaerthe vrrettarrds arrdista 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 L^__J Yes ❑ No ❑ Not Applicable The natural vegetation of the wetlands on this property will not be disrupted nor are they in danger of being_destroved on this site. Furthermore y util zing the existing foundation of the previous structure there will only be a minimal impact on the land,greatly deereasirig thI-CAILIVIldily, of Pxisting fIR9g sed_of-nat' getation to further-1,11refect and p► sora this Alta: �-In addition an innovative alternative waste water treatment system will be integrated into this home to prevent nitrogen— and other arm u substances from leeching into the wetlands. 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 X Yes ❑ No ❑Not Applicable The new single family residence is esignd to pMteQt and imnroy_e water runoff conditions on the,,SjtQ}Zy��olementing___ 8"dia x 2'deep drywells with gutter leaders or roof run off.The proposed structure will also retain and establish new vegetation In addition an innovative alternative waste water treatments stem will be integrated into this home to prevent nitrogen and other harmful substances from leeching into the wetlands. 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. a ❑ ❑ Yes No Not Applicable The new sin le family residence will not disturb any of the wetland areaes on the property or surrounding properties nor will it impact the na urs vegetaion a eeps this area stabilized.This project also treads lightly on the entire property — -"using-the 'ng eonstraci itionaff , f-ex4sting wetlands will be composed of native veaQtation to furtherroR tect and presence the wetlands on this site 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. X❑ Yes [:] No❑ Not Applicable The construction on this Property causes no adverse emissions in the air quality of the town. In addition,this project will remove existing inefficient oil furnace and the proposed new furnace will be 961/16 efficient with ow CO2 emissions. 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. I l Yes ❑ No ❑ Not Applicable There aree no toxic pollutants or hazardous substancees associated with the construction of this single family residence. In addition,this project will remove the pre-existing brick cesspool on site. 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. ® YeO No❑ Not Applicable No obstructions to the wetlands and creekside coastal waters will be made. Attach additional sheets if necessary Glenn Goldsmith,President O�QS �C©G Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 John M.Bredemeyer III cm P.O.Box 1179 Michael J.Domino a '�► Southold,NY 11971 Greg Williams ® p�� 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 HC NOFO,LLC, c/o TODD FEUERSTEIN,MANAGING PARTNER COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTIlVG DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE 1 I, C , residing at/dba K ')n , vi e4) c lc� �A M11 being duly sworn, depose and say: That on the I day of RFC l ' , 2021 ,I personally posted the property known as ('937y sK""4 L4,4c C"4 c m 11835' by placing the Board of Trustees official no cing 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 W. dnesday,Apkil 14,2021. Dated: (s' ) Sworn to before me this day of 0020 0.1 &V� otary Public SABRINA M BORN Notary Public,State of New York , No,01806317038 Qualified in Suffolk County Commission Expires Dee,22,Z0 ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverseX W ��=' �/� Agent - so that we can return the card to you. 6�' v ❑Addressee Q N j ■ ■ ■' ■ Attach this card to the back of the mailpiece, B. f eive by(PrintedName) C. Date of Delivery z ° � o 'o or on the front if space permits. , 3, � s h e 1. Article Addressed to: D. Is delle ry ddress different from item 1? ❑Y �, z to a 3 G° , If YES,enter delivery address below: !o o �,'��- , .� m II Q a o .� 0) � $19' c �' `m r1a C.S 9 CD 01 C3 o s aa, CDaQ 0 0 w y CD p /-� 3 � y w II I I III II II II II I III I VIII II III IIIIIII I I I I I f l l 3. Service Type El Priority Mail Express Z O W �73 N� Q o ❑Adult Signature ❑Registered MaiITM cin �. N . — , M ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted o N �, �r m °c 9590 9402 4923 9032 3223 24 ❑Certified Mail® Delivery I O Er N p ip • ❑Certified Mail Restricted Delivery ❑Return Recelpt for i o NW ` W c a ❑Collect on Delivery Merchandise C3 O 0O �� a. m i 2. Article Number CTransfer-from se vice_labeh _ ❑Collect on Delivery Restricted Delivery 13 Signature ConflrmationT"' i i Ensured Mail b Signature Confirmation Restncted Delivery `� 7 015 0 6 4'0 ',0 0 b 4� 9 2 8 D:3-4 4.1 Insured Mail Restricted Delivery,) t i ' , ry C3 0w W �` --_�__ __ _ J'(over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt +l a00 [loop P3 X c »c m CDEO I �3cfDiommrmm� mm mMPL '� , OOa_+,m_ A 9��la'O 7`2 d (D z a j ■ Complete items 1,2,and 3. A. Signature 5- 0 a ^v Q N �• { ■ Print your name and address on the reverse X � f C�� ❑Agent o o M � Q, ;,, so that we can return-the card to you. Addressee { - a m ao `� m • a I ■ Attach this card to the back of-the mailpiece, B. Received by(Panted Name) C. Date of Delivery mCLrt „ or on the front if space permits. y o 1. Article Addressed to D. Is delivery address different from Item 1? ❑Ye o Cr 3 If YES,enter delivery address below: 10 o ❑❑ ❑ ❑❑❑ C V�i Ur !�M {_�JUY B jpggn -oo�o-.v � 311 mcoso m;ymm m C7 J,: -)jn .rID m 3 N 41 N 3 V�, l Sr_- - " _ V tJ w 2 N 'mmiim mW ❑ ❑ iD ❑ �� G O?=F. ��= Z o O w O nom.m rt _ �' II��I�I�II�III�IIIII��I�IIIIIIIII�I�I�I��II�II 3. Seice Type ❑dulrvSgnture ...redMaiPm ❑Adult Signature Restricted Dell \ 'istered Mail P ced 9590 9402 4923 9032 3223 48 ❑Certified Mail® y Delivery ❑Certified Mail Restricted Delivery C'- ^ ❑Collect on Delivery 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Ll Signature Confirmati rim ❑-insured Mad ❑Signature Confirmation 7 015 0 6 4 0 0 0 0 4 9 2 8 0 3 410 ed Mail Restricted Delivery Restricted Delivery iPS Form 3811;July 2015`PSN 7530 02-000-9053 — Domestic Return Receipt I I� ISAAC-RAE STUDIO 11575 MAIN BAYVIEW RD SOUTHOLD NY 11971 April 12, 2021 ATT: DIANE DISALVO SOUTHOLD TRUSTEES SUBJECT. 6370 SKUNK LANE PUBLIC HEARING 4/14 Hello Diane and Elizabeth: Ahead of the scheduled April 14th public hearing that will include the 6370 Skunk Lane project, please find the certified mail receipts, as well as two notarized documents: • affidavit of posting document • proof of mailing notice document Thank you and please feel free to contact me with any questions. I Margot Coffey ISAAC-RAE margot@isaac-rae.com ,-n MpVtONIND L�fUP G32@1EP clayCcDisaac-rae com p Phone: 646-275-2447 m UA Ct109Ue00 41i ,"`s ( o 1 rO Certified Mall Fee A* f1J Ir $ '$3.fY17 �� l�`A Extra Services&Fees(check box,add fee as kAPo ( (e) Wk ❑Return Receipt(hardcopy) $ (�( �� !� ❑Return Receipt(electronic) $ tkfl_i 111 �C! 4rp_estmark 0 []Certified Mal Restricted Delivery $, $A /")Here d ❑Adult SignatureRequired $ A,1 L' y ❑Adult Signature Restricted Delivery$ �,1 L, </ �ko 0 Postage G to r-3Total Postage and Fees �7/20 $ $7.11it Sent To > )` ! 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Sent To .I� _//V r7 O Sent To �Tr 1 l EGD Vl p Street dApt N -- O Bo No • � � Street an pt.No.,or P 8---------------------------------------------------------- � p ---------------------------------------------- --- ., :; ----------------------------------- ate, L I City,StZIP+4�--- ----------------------------- Crtl;State,ZlP+4a --------�---- ' ---- rte- mcg” u �, < <ty�.,.,��:y'/ _ pro - t .N�. �'L�3 ----------- , IrCJel°491L`-'=^:^'fl�^li�'w[S1lICJ CL=l�a�1�A�ICJy 1L°lf • • • i - �� •, PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: ` Address: v t N. C(" Lo V%�j a,f0m (01 S�Cvn�'�4 we Lc>MNt1 AI 4g* * t��__ __.�1 I�,�al�u s��r1ve_ 6j,�%C jv e- N a Irk. Arev 2,oos Dc Vo STATE OF NEW YORK COUNTY OF SUFFOLK residing at ��h 1�'� 1�`G►,� GiYV�t�' FOIA (��' being duly sworn, deposes and says that on the day of r; , 20 2L, deponent mailed a true copy of the Notice' set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at �- 4 r.eyA U4 , that said Notices vc de mailed t ac f said persons by CERTIFIED MAIL/RETURN RECEIPT. ' J i Sworn tn fore e this C - Day of ,20 Notary Pub BONNIE 3.DOROSla Notary Public,State of New York No.01D0609S328,Suffolk Co Commission Expires,July 7,2l WORDING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section MPolicies; Pages 47 through 56 for evaluation criteria. U Yes ❑ No ❑ Not Applicable This single family residence helps to limit the potential for adverse impacts associated with development by being located on a site which as been prevea. rqrxnermore, the structurg will be positioned.2 fiest jurtntiraway from ttre ---wetian -area-e€- x+st+ng stria oid-+ astiflg tie natt tland-habitat that-already thrives here.A proposed non-turf barrier 10 ft ypland of the wetlands will be composed of native vegetation and will further protect the wetlands. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and'Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. I'=f1 Yes ❑ No ❑ Not Applicable Thisropose�d single family residence does not interfere with living marine population and habitat maintenance and restor- ation a orff ts. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section W—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No❑ Not Applicable The site of this single family residence does not adversely impact agricultural lands. It is located on previously developed land WiTnin an estamished residential nam e , 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 The site of the proposed single family residence will preserve existing soils and revegetate post cons ruc ion arouria t5e now structure-7 PREPARED BY TITLE DATE r ACKNOWLEDGEMENT COPY ARTICLES OF ORGANIZATION OF HC NOFO LLC Under Section 203 of the Limited Liability Company Law THE UNDERSIGNED, being a natural person of at least eighteen (18) years of age, and acting as the organizer of the limited liability company hereby being formed under Section 203 of the Limited Liability Company Law of the State of New York certifies that: FIRST: The name of the limited liability company is: HC NOFO LLC SECOND: To engage in any lawful act or activity within the purposes for which limited liability companies may be organized pursuant to Limited Liability Company Law provided that the limited liability company is not formed to engage in any act or activity requiring the consent or approval of any state official, department, board, agency, or other body without such consent or approval first being obtained. THIRD: The county, within this state, in which the office of the limited liability company is to be located is SUFFOLK. FOURTH: The Secretary of State is designated as agent of the limited liability company upon whom process against it may be served. The address within or without this state to which the Secretary of State shall mail a copy of any process against the limited liability company served upon him or her is: Horatio Capital LLC 817 Broadway Fl 5 New York, NY 10003 FIFTH: The limited liability company shall have a perpetual existence. DOS-1239-f-11 (Rev.02/12) Page 1 of 2 ♦J j , SIXTH: The limited liability company shall defend, indemnify and hold harmless all members, managers, and former members and managers of the limited liability company against expenses (including attorney's fees,judgments, fines, and amounts paid in settlement) incurred in connection with any claims, causes of action, demands, damages, liabilities of the limited liability company, and any pending or threatened action, suit, or proceeding. Such indemnification shall be made to the fullest extent permitted by the laws of the State of New York,provided that such acts or omissions which gives rise to the cause of action or proceedings occurred while the Member or Manager was in performance of his or her duties for the limited liability company and was not as a result of his or her fraud, gross negligence, willful misconduct or a wrongful taking. The indemnification provided herein shall inure to the benefit of successors, assigns, heirs, executors, and the administrators of any such person. I certify that I have read the above statements, I am authorized to sign these Articles of Organization, that the above statements are true and correct to the best of my knowledge and belief and that my signature typed below constitutes my signature. Todd Feuerstein, Manager (signature) Todd Feuerstein , ORGANIZER 817 Broadway F15 New York,NY 10003 Filed by: Horatio Capital LLC 817 Broadway Fl 5 New York,NY 10003 ACKNOWLEDGEMENT COPY Page 2 of 2 r I > 1, 2 �7 RECORDED Number Of pages 2013 Seo 12 09:44:20 AM JUDITH A. PASCALE CLEW OF SUFFOLI; COUNT' This document will be public L D00012977 record. Please remove all P 914 Social Security Numbers DT# 18-44755 prior to recording. - - -- Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recoding/Filing Stamps ! 3 1 FEES i — Page/Filing Fee Mortgage Amt, 1. Basic Tax Handling 20. 00 � — 2. Additional Tax TP-584 • - - - Sub Total _ Notation SpecJAssit, r o Q EA-5217(County) Sub Total �'k.� • ---- Spec./Add. _ EA-5217(State) _ TOT.MTG.TAX — R.P.T.S.A. 'ZX Dual Town : Dual County_ Held-for Appointment Comm,of Ed. 5. 00 �i Transfer Tax ' r- a ,--,777-0b- Affidavit -,77 0bAffidavit — `� � MansioiiTax Certified Copy The property covered by this mortgage is or will be impipved by a one or two NYS Surcharge15, 00 - family dwelling only. Sub Total Other 11� YES or NO Grand Total If NO,see appropriate tax clause on P a e# of this instrument T!ate 4 DistO Seco r,OO v,Os 00 _0p3 X03 ! 5 Community Preservation Fund Real Pr 18027287 1000 10400 0500 003003 TaxS� IIII ll ff II II��II ��IIff IIIIII IIIIII Consideration Amount$ •J(�.�1 Verifir R5 -DAu III�uI�Illulgllll�WI11�IWI�IW CPF Tax Due $ r �'; .. Sa : Improved 10 r 6 --•••--• ..ewri creases Ltst mperty Owners Mailing Address RECORD&RETURN TO: / Vacant Land r'lc�i� C• )1�ooze �� c �' TD 1 C—j I V TD TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Tide CoMany Information 310 Center Drive, Riverhead, NY IIg01 Cgkkma i,—,1 -SVf- A f www.suffolkcountyny.gov/clerk Title# 4 DL4_ 6 $ Suffolk Count Recordin & Endorsement Page This page forms part of the attached made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in �'��• a '' ��' ._ �rvrCltr+�!!Y �,-,�+ SUFFOLK COUNTY NEWYORK. '�i6 Cn c V:U... 'O W r,e:r-L TO -In the TOWN of Doo 0 1 Cj Ajv-\Fn l--L C In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (nverl I Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,with Covenant against Grantors Ads—Uniform Admowledgment • Form 3290 ,. , - C,ONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 20th day of July,2018 BETWEEN individually and GARY J.SALICE AND ANNE L.SALICE,husband and wifelas nominee for FHV,LLC,Beneficial Owner,having an address of 2315 Pine Tree Road,P.O.Box 1295,Cutchogue,New York 11935, party of the first part;and HC NOFO LLC,a New York limited liability company with offices at 817 Broadway,4th Floor, New York, New York 10003,party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten and 00/100—($10.00)—Dollars,and other good and valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, All that certain plot, piece or parcel of land,situate, lying and being near Nassau Point, Cutchogue, in the Town of Southold, County of Suffolk and State of New York known and designated at Lot 35 and Lot 36 Masons Development Broadwaters,being bounded and described as follows: BEGINNING at the northeast comer of the premises described on the southerly side of Bay Avenue (a/k/a Skunk Lane)distant 95.00 feet South 69 degrees 23 minutes,50 seconds West from the westerly side of Haywaters Drive; RUNNING THENCE along land now or formerly of Thomas William Moon, South 20 degrees 36 minutes 10 seconds East 150.00 feet to land now or formerly of Aglora; THENCE along said land now or formerly of Aglora, South 69 degrees 23 minutes 50 seconds West, 141.89 feet to land now or formerly of Ira Nagel and Rose Fochetta; THENCE along said land the following two(2)courses and distances: 1. North 42 degrees 36 minutes 50 seconds West 28.31 feet; 2. North 16 degrees 57 minutes 00 seconds West 175.79 feet to said southerly side of Bay Avenue (a/k/a)Skunk Lane; THENCE along the southerly side of Bay Avenue (a/k/a Skunk Lane), the following two (2) courses and distances: 1. South 79 degrees 42 minutes 20 seconds East 100.58 feet; 2. North 69 degrees 23 minutes 50 seconds East 55.00 feet to the point or place of BEGINNING. Being and intended to be the same premises described in a deed made by Gary J. Salice and Anne L. Salice,husband and wife,recorded May 17,2011,in Liber 12660 page 71. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof,TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND�e party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the Improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: Gary J.S I Salice FHV,LLC, ne er, By: es V.Salice, ana Ing b By: GaryJ.Sa'r. nlla—k - f/deedsa1=1hvskunldo18 BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN New York STATE State of New York,County of Suffolk,as: State of New York,County of Suffolk,as; On the 1q day of July,in the year 2018 On the ZD day of July, in the year 2018 before me,the undersigned,personally appeared before me,the undersigned,personally appeared GARY J.SAUCE AND ANNE L SAUCE CHARLES V.SAUCE personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the Individual(s)whose name(s)is satisfactory evidence to be the Individual(s)whose name(s)is (are)subscribed to the within instrument and acknowledged to (are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/herAheir me that he/sheAhey executed the samein his/ er/their capacity(les), a that by,hisiherAhelr signature(s) on the capacity(es), and that by his/her/their signature(s) on the Instrument,the I dividual(s),or the person upon behalf of which instrument,the individual(s),or the person upon behalf of which the individuals)a'ad,executed the Ins ant. the individuals)a er(,executed the instrument. (signature of individualakin?admowleddp�ment) (signature and o acknowled ment) Notary Public DONNA MCGAHAI� Notary Public kCf0�1Gi11F1CIIAI Donna AcOlan Notary Public,State of New York VZ -; ryPab90 tlta�ortYerrt4alt\ No. 01 MC4851459 Qualified In Suffolk County 0%4.Mlv`K0 inta�pr Z?� Commission Expires Aug.18,2019 ON ftdmWaa.ArnmiYJA TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of County of as: On the day of in the year before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individuals)whose name(s) is(are) subscribed to the within instrument and acknowledged to me that helshe/they executed the same in hia/herAheir capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted, executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgement) Notary Public BARGAIN AND SALE DEED SECTION 104.00 WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK 05.00 Title No. LOT 003.003 GARY J.SALICE AND ANNE L.SALICE, DISTRICT 1000 husband and wife,as nominee for FHV,LLC,Beneficial Owner TO HC NOFO LLC STANDARD FORM OF NEW YORK BOARD OF Ttil.E UNDERWRITERS Spar-M c I � r �V�� 11 q? J rL 0 O O 2 O WU K 0 W N 7 K s W Q a N �y N C 3 L RECO=S-OFFICIE RECORDING PAGE *P6 of lnifttxuM9ht,,,: DEED Number,' of Pag-resf; 3` At-:, 0.9.:A4r20 AM Receipt !lumber : 18-01,65861- TRANSFER TAX NUMBER,.- 18'=-047,y55- .LIBER.:,_- VO'0012977 PAGE_: '914- b,#!trict: Section: Lot: 0 '03 I,-000, -1 4.06 603_*jO EXAMINED `AND CHARGED, AS ,FOLLOWS t.,4,95iq "00, -Rdddi;v Od 'the, F61loviihg Fees For Above Instrumeait, Exempt 'Exempt Page/Filing 0:6,1.00 146 Handl-ing '$20,.00 -NO No NYS SRCHG 6o, NO 0 140, --EA7STAT S 3:2 NO N6tatio'n $0.00 "NO cert.copies 4101-A0 NO RPT $200,.00 NO Transfer tak, $D.,OD NO Comm.Pres $8, 000.00 NO Fees Paid' $9,290.00 -TRANS I FEklTAX ,NUMBER,i, 18-64,755- THIS PAGE IS A, IiAAt, OF-Villk IltS'T'6'R_UM%' ITT, '7 ,7M, I,TH A. PAS'CALE Y'll- o-o Architect. ISAAC - RAE 11575 Main Bayview Road Southold,NY 11971 T.347-276-6093 E peter@lsaao.rae com Owner: Con$ultants• ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1900 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE SKUNK LANE RESIDENCE DRAWING NO DATE REVISION 1 6370 SKUNK LN, 2 CUTCHOGUE, NY 11935 3 4 5 SHEET LIST 6 7 A100 COVER SHEET Project, A101 SITE PLAN Skunk Lane Residence A102 FIRST FLOOR PLAN 6370 Skunk Ln, Cutchogue, NY A103 SECOND FLOOR FLAN _11935 A104 ELEVATION Project No. IR-02 A105 ELEVATION A106 ELEVATION Seal/Signature: A107 ELEVATIION Date- 5/22/2018 Scale: ASNOTED Drawing Title: E OCT 1 5 2018 !- COVER SHEET Drawing No Al 00 Author Architect: PROJECT ` N ZONING CALCULATIONS ISAAC 1/`'1C — 1�� 16°57'00"W�175.79' • • a N + + a a . • a a a + • • + • + N — a e a • a + a a • a • a a a + a • a + + • a • + • a +FLAG ZONING TRUE 7,16 • \ R-40 11578 Main Bayview Road Southold,NY 11971 LOT A 347-276.6093E ter Isaac-rae com O�' + • • • . a . + a a • a • • • • • + a + + • a + • a • • a e • + • + • • ■ • REA T � � 2°X65 • + • + + + + + + a a + + + • a + a a a • a • + + a a a a • • a LOTAI EA—=24,580 SF(56 ACRES) Owner FLAG PLAG NON•WETLAND AREA=18,585(43 ACRES) + • • + • + + • a a • a • + 20SIDE PRINCIPAL _ _��a -+-`' a • • • FLAG a a FLOOR AREA BREAKDOWN FOR PROPOSED MAIN DWELLING a • a + • + • + • + + _ ��_ -•- T,�'i �a . a a x a a a a a + a a a a • a a + a + GROU D LEVEL=1,900 FLAGATTACH VEL FLAG, ATTACHED GARAGE=- =--- -- a +n c&,+o + • + . + a a a a + a . + • • + • • . STORAGESPACE=--- ContultantS v FLA MAXIMUM FLOOR AREA PER SOUTHOLD TOWN CODE=850 SF + ` a a ` ` + MAXIMUM FLOOR AREA PER CONSEVATION EASEMENT= FLAG PROPOSED FLOOR AREA=2,500 ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER ` \ a ` a a a FLAG a ' + + I DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY I + + c a . . a • + EDGE OF WETLANDS A3 LOT COVERAGE BY AREA OF BUILDING(ROOFED COVERAGE) OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE CESSPOOL 70 BEn-o i FLAGGED ALLOWED=4,912 SF(20%)PER SOUTHOLD TOWN CODE ARCHITECTURAL WORKS COPYRIGHT�PROTECTION ACT FILLED WITH SAND ` OF 19W IN ACCEPTING THIS INFORMATION YOU AGREE ANO ABANDONED — ° " BY EM-CONSULTANTS,INC EXISTING LOT COVERAGE=6%1,586 SF �"� 5 v ON DECEMBER 2008FRAHOUNOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR 10O o 1 �� I " J EXISTING FRAME SHED=95 SF SE=875 SF PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE La N PROPOSED LOT COVERAGE=14% - a PROPOSED MAIN DWELLING=2,500 SF TOTAL PROPOSED=3,400 SF DRAWING LOT COVERAGE BY IMPERVIOUS SURFACES NO DATE REVISION ALLOWED=--- 1 0 2 'ODEXISTING 1 STORY FRAME HOUSE=875 SF 2 N` / , 1 v /o / N EXISTING FRAME SHED=95 SF °�1 •'• z msl) ) �_�� PROPOSED �• fV EXISTING WALKWAYS=601 SF 3 -� ('.'--r, �- "' ' _1 "' �"` WATER LINE �'' EXISTING OUTDOOR FIREPLACE=17 SF 4 C I 'PROPOS�D ,,i� —____ �� /^v°j TOTAL LOT COVERAGE 1.588 SF 6� I TWO STO Y 5 i \ �� —' --_ _ 6 z i _ � �, 'DW ELLINQi'- s9);' LEACHING __ \�Jf LEGEND 7 STRUCTURES _ Project: TANK �° — - — BUILDING SETBACKS Skunk Lane Residence tO 0 .-..... WETLAND SETBACKS 6370 O SKUnk Ln, CUtChogUe, NY _ � 6' 1/2" SITE BOUNDARY•� � m _11835 I JNIll3Ma 1 ro CT ----e-®®- FOOTPRINT OF EXISTING Project No. AZIOlS 3N0—f 7'-211.2" 'r Ln BUIDLING&PATIO IR-02 3SW CdONd a a AREA OF WETLANDS Seal/Signature: T _ PROPOSED DRIVEWAY �-p�• :I, - Y PROPOSED DWELLING 20 DRIVEWA _ �e PROPOSElJ L� PRINCIPA _� PROPOSED 15,p I CE,SSORY BUILIOING \\ HOUSE FF EL-8 31' O G'T 1 5 2018 �f -10'S10EYARD AC ' \ // \ PROPOSED i CLEAN OUT 1� (6)8'DIA X2'DEEP Sl'lllliu�r,�-i•-n 150-W LEACHING RINGS goHfC�01 r(;c�nn S 200 36'10'+ EDGE OF WETLAND TYPICAL 150' LEACHING STRUCTURE/ CYLINDRICAL SYSTEM SETBACK FROM SEPTIC TANK WITH Date: m2am Scale: AS NOTED S 690 23'50"W- 95.00' SETBACK WETLANDS EXPANSION)PRIVATELL(INCLUDING SLAB Drawing Title: SITE PLAN — — — — — — — — Drawing No.: MEAN HIGH WATER @ ELEV.+1-8 5' Al WATER @ELEV 8' e` 1 Proposed Site Plan ,��'j1` 1" = 20-0" - — MEAN LOW WATER @ ELEV+/.8' Author Will Architect. 2 3 4 5 6 ISAAC - RAE 11575 Main Bayview Road Southold,NY 11971 15'-4" 4'-5" 15-0" I T 347-276-6093 E peter@isaac-rae com 1 1F Owner: - - I Con$ultants ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER -,;-••; - =� DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY LOS N OP OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE __ _._—__ __ _____—_ r• ._._ _— _-_ __—____ _ t _____.. __ _-_______ — ____ __ __ _ _—__r _ ________ ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR i PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE DRAWING j KITCHEN&DINING NO DATE REVISION 17'X 23' II it •'�''I'`�� 1 7 - I - -- -- -- -- 2 O -- -- _ SINK— 3' II wI FIREPLACE 4 I •,;.i m ml 6 6 B14'X 13'EDROOM dRE o N Q 0 LIVING ROOM 2LAUNP)DRi ?OProtect: LL ' MECHANICA W I D n _ Skunk ane Residence t - HALL 6370 Skunk Ln, Cutchogue, NY CLO i CLO I II ::'=' _11935 — — — — —` — -- 71' �R Project No.. BATHROOM II II 0 pI I �- IR-02 Inuonlul -'5'9"X13' w ,CLO IE- 1= -�� ' Y;m ENTRYSeal/Signature: t1_11'Xill- I -- _ --- - ----- -- ----- CLO - •'''ji,`'t � PLANTER ENTRY O PLANTE m DN Date: 522/2016 .Scale: AS NOTED i Drawing Title: NOTE: I OCT 1 5 2018 i J FIRST FLOOR PLAN 1 st Floor Area 1600 sqft L�_� --�' — ` Drawing No.:Al req I c.,,u.;'•`I �7 ®ism FIRST FLOOR PLAN OPTION 1 _ '°'' °'r`-'' 1 1/811 = 1'-0" Author Architect. ISAAC - RAE 11576 Main Bayview Road Southold,NY 11971 T 347-276-6093 E peter@isaao-rae.com Owner: I I Consultants* I I I I 14'-0" 4'-5" 15'•4" 4'-5" 16'-0° ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY ___ - _ --�- - -- - - - - _ -- _ - - -� - OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE "� "-"'-' '- ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT { I ACCEPTINGOF1900 IN AGREE NOT TO REPRODUCE T OR CONSTRUCT ,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF x ISAAC-RAE ARCHITECTURE I BAUONY DRAWING NO DATE REVISION I { 1 V �.✓ �J' ay t 6 -- - - - - - - - - --- - - =:�--�J - - ------ - ---- I -- --BEDROOM 7- ❑ � L-- - ----�-, -'r----- - -----13'X 13' , I Project: I 23'X23' ., -- Skunk Lase Residence ----- -- ----- --- --- ----- --- ----- r-- - I-------- -FAMILY 00 ---- -- ----- L��L - 4 { 6370 Skunk Ln, Cutchogue, NY cLos. _11935 - --- — -- - - --- - - - ------- - - ------- Protect No E - 5' S. MECH. I R-02 I I I BATHROOM 0 Seal/Signature: ® BEDROOM BATHR 13'X 13' ECLOS. " 3 , NOTE: I� I� La Date: 5/22/2016 Scale: AS NOTED 2nd Floor Area 1155 sgft Drawing Title: 1 5 2018 SECOND FLOOR PLAN OPTION 1 OCT SECOND FLOOR PLAN Drawing No.: Al 0 Author Architect: I SAAC — RAE 11578 Main Bayview Road Southold,NY 11971 T 347-276-6093 E peter@Isaac-rae com Owner Comultants- TO roe,, ' ALL DESIGNS/DRAWINGS!RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 19W IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE DRAWING NO. DATE REVISION 1 _T O_"<nd Floor wall Plate—�� 2 EL 3 4 5 Se,-ond Floor I' 6 r_7 _--- -- __--�-- -- -- _ - - ---To Wall PlateT� TI - Skunk Lane Residence 6370 Skunk Ln, Cutchogue, NY , — _11935 , -'- -T_ _ ..._- -` --- -' - -- -- --'---- -- -----[INIS11FLOORProject No.: -- 11 IR-02 EXISING FIWS', . 7 —�'` Seal/Signature: 11loo 1 = = = = 1=1 II I 1=1 I FEI I IEI I I=1 = 1= 1 = 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-`I 11=1 11=1 11=I I 1=1 11=1 11=1 11=1 11=1 11=1 11= n FRONT ELEVATION t 1/8" = 1'-0" — -- 1 Date: 572/2018 Scale: AS NOTED Drawing Title 11•i OCT 5 2018 I''=' i ELEVATION s I I Drawing No.` A104I— _ ____Boardo!TrTirli,k, Author Architect: ISAAC RAS 11575 Main Bayview Road Southold,NY 11971 T 347-276-6093 E peter@Isaac-rae com Owner Con$ultants: ALL OPSIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE --�----- -- `-'---- -- "----'--- -- ------- — -'—"-�- -- "--�---'_-" - -------- -- --- -' ---- - -`----_ - --- - 42'-1 1iZ' '\i:J ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1900 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE DRAWING NO DATE REVISION 2 3 .ti "..ra{ral TO 2nd Flopr,valLPiate_ �T� 4 s�°' 7 Second Floer Project __:- __ ----- - ----- _ — - ----- -- -- Skunk Lane Residence 6370 Skunk Ln, Cutchogue, NY _11935- F I N I S H 11935FINISH FLOOR _c� Project No.. ---- - - - - - - — — --- — -- - Seal/Signature: EXIS I IlV FIN =rI"r"i"r 77 - -_-- � MASE FL OOD ELCVAti QQ-- l`;r SIDS ELEVATION 1 f--� `'--1 - n } '4'�^ I� - -� � Date. 5rz2no16 Scale: AS NOTED 1 Drawing Title: h: ELEVATION OCT i 5 2018 Drawing No A11 0 5 __��. Author Architect: ISAAC ® RAE 11576 Main Bayview Road Southold,NY 11971 T 347-276-6093 E peter@isaac-rae com Owner: Consultants: ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE TO Roof _,„ ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT --- ----' -'- -------- '�- "-----' -- '--��'--�- -` - ---'---- '- -` - ---"-- --- - `---- -- -- " ---- 42'-11J?" OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE DRAWING NO DATE REVISION 1 2 3 TO 2nd Floor wall Plate_ --- -- - -- --- -- --- - - - ----- -- ------- -- ------ --- ------- --- - - - 2T-11- \,-tl 5 6 7 •- Project: -- __ __ ___ _ __ _____ - Second Flour_ h'1 - - - - Skunk Lane Residence _ - - - f O Wall PIatP 6370 Skunk Ln, Cutchogue, NY -11935 Project No IR-02 FINISH FLOOR_ C(� Seal/Signature: c-! LKISTING FINISH ,=LOOD eLEV•vTION�I] —I I— ^-II— -9 _! — —I I —I -� I I—I I—I � —I I I� I I�-I ( I— I I —I I I—•I I I— I � I I I-__ I —I I �---- I I �--I I I— I —I I�I I -.� SIDE ELEVATION 2 _ _ ._. Date: 522/2016 Scale: ASNOTED 1 11 � 1 11 'f a r=� _ a F t'� Ii 1/g - 1 -0 I" ;� ��=� `__- '_—. `�_ ?t! Drawing Title I 11; '! ELEVATION OCT 1 5 2018 I Drawing No.: Al O Rftdltlii11t4`!-? _ Author Architect: ISAAC - RAE 11573 Main Bayview Road Southold,NY 11971 T 347-276-&093 E peter@isaac-rae com Owner Con$ultants� ALL DESIGNS/DRAWINGS!RENDERINGS AND OTHER °> DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY I+2' OFISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 IN ACCEPTING PHIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE DRAWING NO DATE REVISION 1 2 ----- - ---- -- ----- - - - —..._- -- - -- -- -- - --- - - - - r -- - - -- ---- -- -- O'2nd Flca_vrnil Prate _//_- 3 -T / \ 2i-iJ.. t-I 4 6 7 @oo I' nd F Icor_ _ C Proje Y TOFIaJe _(D Skunk Lane Residence 6370 Skunk Ln, Cutchogue, NY _11935 •• FINISH FLUOR _�h Project No.: IR-02 EXIS I ING FINISH FL DOF'—.CJ`; 8>3 i!2' Seal/Signature: ----- - -- - - '- --•°J-TM""---err-�-,-'GRAD_F_._. r%t_ _ eASE_T1.0OO ELEJATIOPJ =1 = _ _ =1 =-==1 = I i--i=l I I I I 1=1 I IE - _ =1 =1 I I=1 I I-=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=I I I=1 11=1 11=1 11= REAR ELEVATION �J 1/811 = 1 1-011f- Date 5r2212018Scale: AS NOTED Drawing Title: i r •�� ', r ELEVATIION 5 2018 Z OCT 1 Drawing No.: I � 111�..... A10i Author Board of Trustees Application GENERAL DATA I Ff LI Land Area(in square feet):. _ __ 24,561 sq ft I `l OCT 2 1 2019 �� Area Zoning:` R-40 Previous use of property: Residential Rnam ni Intended use of property: Residential Covenants and Restrictions on property? Yes x- No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? x Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? x Yes No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? x Yes No Does the structure (s) on property have a valid Certificate of Occupancy? x Yes No Prior permits/approvals for site improvements: Agency Date ZBA (Approved) August 62019 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): Proposed one and two story house to replace existing single story house over existing foundation and an addition of a new 440s q ft accessory garage.Existing building totals to 883 sq ft and newly proposed house will increase to 920 sq ft-to the ground yylevel of the main structure. x.64 at h1v e.. G�1{ (hAl�\v- Board of Trustees Application , _..�, �= lea i,� ;I i r,•�-=--- ii �1 I ; �I'LAND/TRUSTEE LANDS APPLICATION DATA ' f4 OCT 2 1 2019 Purpose;of the pxpposed operations: This one and two story house aims to enhance the stable residential area it resides within while also preserving the i3oa;!i ai f;i t A_ environmentally sensitive wetlands by adding additional native - vegetation within the surrounding area.The structure is designed with the town and DEC guidelines in mind and is similar in construction to other wetland properties in the area. Area of wetlands on lot:. 5,937 square feet Percent coverage of lot: 12 Closest distance between nearest existing structure and upland edge of wetlands:- __ 13'-6" feet Closest distance between nearest proposed structure and upland edge of wetlands: 23'-6° feet Does the project involve excavation or filling? No x Yes If yes, how much material will be excavated? 300 cubic yards approximately How much material will be filled? 0 _ cubic yards Depth of which material will be removed or deposited: _ _ 4-5' feet Proposed slope throughout the area of operations: 0% Manner in which material will be removed or deposited: A SMALL EXCAVATOR WILL REMOVE FILL FROM SITE. EXISTING TOP SOIL WILL BE RETAINED ONSITE AND REUSED. HAY BAILS AND A DOUBLE LINE OF SILT FENCE_WILL BE INSTALLED BETWEEN THE_PROPOSED EXCAVATION AND THE UPLAND WETLAND BOUNDARY. THERE WILL BE AT LEAST A 10' SEPARATION BETWEEN SILT FENCE AND UPLAND WETLAND BOUNDARY___ 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): This one and two story single family residence has been designed with the DEC's guidelines in mind and is similiar in construction to other wetland properties in the area. The natural vegetation of the wetlands on this property will not be distrul nor are they in danger of being destroyed on this site. Construction will utilize the existing foundation of the previous structure t( Ireatly minimize the impact on the land. Even in reusing the foundation, the structure will be positioned 2 feet further away from the we take further precautions and avoid an impact on the natural wetland habitat that already thrives here. In addition, a non-turf barrier cor native vegetation will be 10 ft upland of flagged wetlands to further protect and preserve. Architect: ISAAC - RAE 11575 Main Bayview Road Southold,NY 11971 T.347-276-6093 E.CLAY@isaac-rae com Owner: HC NOFO LLC 81 7 Broadway 1715 New York, NY 10003 Consultants: ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE SKUNK LANE RESIDENCE DRAWING NO. DATE REVISION 1 12/18/2018 DOB INITIAL 6370 SKUNK LN, 2 CUTCHOGUE, NY 11935 3 4 5 SHEET LIST 6 7 A100 COVER SHEET Project: A101 SITE PLAN Skunk Lane Residem A102 FIRST FLOOR PLAN 6370 Skunk Ln, Cutchogue, NY A103 SECOND FLOOR PLAN _11935 A104 ELEVATION Project No.: IR-02 A105 ELEVATION A106 ELEVATION Seal/Signature: A107 ELEVATIION t: OCT 21 2019 Date: 5/22/2018 Scale: AS NOTED Drawing Title: COVER SHEET Drawing No.: A1 00 Author EL 4 p Q� \ 1 0218 / O o EL 5/ E ❑zoo co I O / PROPO ED o _'\ _W� o w / f'-�� TWO STORY 51,/z O SINGLE AMILY I— �, \ o �z i 4 BEDROOMS 0 �/ m1. _� FF.106" REMOTE PLC CONTROL PANEL / �/ / \ W/HP80 COMPRESSOR L EL.6 �1 EXISTING SHED TO BE REMOVED o INNOVATIVE C EL 7 ALTERNATIVE EXISTING BRICK p HYDRO-ACTION FIRE PLACE TO BE TREATMENT CENTER G A REMOVED DRYW ELL FOR 1 ROOF DRAINAGE B FLOW LINE B ELS - ig E PRINCIPAL 100'WETLANDS / ti SID�_ SETBACK _ DRY S-Fg�aGE _ids ACCES' 7z A D 1 20'_o" �� sa 63 — 00 3610"E- DRYW ELL FOR ELE. 7.9' ROOF DRAINAGE S 690x23'5 " - 95 00' GARAGE SET BACK REVISED I?_4 �= y-� v'' t ` PER SOUTHOLD TOWN ZBA REQUEST 7/11/20194 s I ? to so IOCT 2 1 o 0 I �h BILL OF MATERIALS � 2019Q ITEM P/N DESCRIPTION QTY: I S°:;;hc"� '�b"1 HA-180053 AN400,245 NITROGEN REDUCTION COMPLETE 1 SITE NOTES �r—y- tw SEPTrG_NOTES A 180052 TANK,PRE/PUMP 400 1 STCM NO 1000-104-05-3.3 A-PROPOSED HYDRO ACTION AN 44C Q B 130002 KIT,SNG 2 TANK CONNECTING STANDARD 1 SITUATED IN CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY NY B-P.C.DISTRIBUTION BOX TOTAL SITE AREA=24,561 SQFT OR.564 ACRES C-SEWER LINE FROM PRIMARY RESI 1 ASSEMBLY,RE-CIRCULATION 245 COMPLETE UPLAND AREA=18,624 SQFT D-8'X 2'PC LEACHING POOL N C 100110 THERE IS ONE PRIVATE WELL WITHIN 150'OF PREMISIS. E- 'X 2'PC LEACHING 50%EXPANSK N D AN400-P AN400 W/PLATFORM COMPLETE 1 THERE ARE WETLANDS AND SURFACE WATERS WITH 300'OF SITE F-/HYDRO-ACTION CONTROL PANEL, E OPS,EC50-30-L-80-PLC 95'TO INTERSECTION OF CLOSEST ROAD(HAYWATERS DRIVE) -PROPOSED ELECTRICAL PANEL 1,1 co OPS, 1 FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP NO. H- EXISTING SEPTIC SYSTEM TO BE f 00 36103CO164 i IN ACCORDANCE WITH SCDHS ST/ ° ° ° ZONE AE*BASE FLOOD ELEVATIONS DETERMINED � ° ° AN400 245 NITROGEN REDUCTION SYSTEM COMPLETE DRAWN BY:A DAVIS ZONE X AREAS OF.2%ANNUAL CHANCE FLOOD AREAS OF 1%ANNUAL CHANC T a FLOOR WITH AVERAGE DEPTH OF,LESS THAN 1'OR WITH DRAINAGE AREAS/ ° &tiort APPROVED BY' SIGNATURE DATE REV. PART# LESS THAN 1 SQUARE MILE,AND AREAS PROTECTED BY LEVEES FROM 1% N hVd05/31/17 0 HA-180053 ANNUAL CHANCE FLOOD. T +srem nm N I O T n Proposed Site Plan LOCATION OF PRIVATE WELL ON ' 1" = 201-011NEIGHBORING PROPERTY — _� Architect: 5 6 ISAAC - RAE 11575 Main Bayview Road Southold,NY 11971 4'-5" 15'-4" I 4'-5" 16'-0" T.347-276-6093 E.CLAY@isaac-rae com Owner: HC NOFO LLC 81 7 Broadway FI5 New York, NY 10003 Consultants: I� _ ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY < OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE — — _ — --- -- — — — ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE _- NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF _..:� ISAAC-RAE ARCHITECTURE j `_- - DRAWING KITCHEN&DINING NO. DATE REVISION 17'X 23' " 1 12/18/2018 DOB INITIAL 3 iO U1 I FIREPLACE 4 I 20'-0" BEDROOM ❑ ¢I O 6 I I I 14'x 13' REF. o NGOE 0 I LIVING ROOM _ �I 16'X16' 7 PROPOSED GARAGE ELEVATION C -- a — — I — —r : — �� -- 1— — of- - -- - - - - 3 1/8' = 1'-0" 0 H 1 LL i O - N Project: D 20'-0" O LAUNDRY MECHANICAL OIZ_I Skunk Lane ResidencE. HALL I; 6370 Skunk Ln, Cutchogue, NY CLOT CLO. I - _11935 _ _ �� _ — _ _ — _-__ Project No.: IF BATHROOM �� o u o 0 0 0 IR-02 = I I D V II o 0 o u I _-- 0 5'9"X13' U L--L� _ o 0 0 0 o O w CLO -- - Seal/Signature: ED ENTRY ' BEDROOM I - �__ I I _ r- 11'X 11' I;I I PROPOSED OVERHEAD DOOR PROPOSED 36"SWUNG DOOR a ❑ CLO. j _ o i u i _ J! i n u is i i N I _ _ _ ENTF Y I _ :� _ PLANTER PROPOSED ELECTRICAL PANEL PLANTER _ O ___ _ _ O"('T � 1 2019 ---- --- --- -_ -_ I –C -- .--_•_� DN Date: 5/22/2018 Scale: AS NOTED Drawing Title: T PROPOSED TWO CAR GARAGE/ NOTE: FIRST FLOOR PLAN O DRY STORAGE Drawing No.: FF ELEV.8 5' 1 st Floor Area 1800 sqft NO PROPOSED BASEMENT OR ATTIC Al 0 2 PROPOSED GARAGE PLAN n PPROPOSED FIRST FLOOR PLAN 1/8 = V-0" Author Architect: ISAAC - RAE 11575 Main Bayview Road Southold,NY 11971 3 5 T.347-276-6093 E.CLAY@isaac-rae.com Owner: HC NOFO LLC 81 7 Broadway F15 New York, NY 10003 Consultants: 14'-0" 4'-5" 15'-4" 4'-5" 16'-0" ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE — — — — - — — ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE I r` aO'X24'v DRAWING NO DATE REVISION 1 12/18/2018 DOB INITIAL — — - --- - �I - — — — -- 2 3 4 n 5 17 a �I — BEDROOM — — — _ _ _ �� — _ _ — 7 13'X 13' t— — N Project: FAM;Y240 , _ Skunk Lane ResidencE 3 \ 6370 Skunk Ln, Cutchogue, NY -- CLOS. I - -- _11935 _ — — --_ 4r 5 5" Project No.: CLOS. MECH. IR-02 BATHROOM \ I o o ' Seal/Signature: I I O O - -- - -` I I I BEDROOM OCT BATHR 13'X13' b C 2 1 2019 CLOS. I I I I NOTE: Date: 5/22/2018 Scale: AS NOTED 2nd Floor Area 1175 sqft i Drawing Title: I SECOND FLOOR PLAN 1 PROPOSED SECOND FLOOR PLAN Drawing No.: 1/8" = 1'-0" Al 03 Author Architect: ISAAC - RAE 11575 Man Bayview Road Southold,NY 11971 T.347-276-6093 E.CLAYQa Isaac-rae com Owner: HC NOFO LLC 81 7 Broadway FI5 New York, NY 10003 Consultants: TO Roof _ 42 -1 12 ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE DRAWING NO DATE REVISION 1 12/18/2018 DOB INITIAL T O 2nd Floor wall Plate _ 2 27'-11" 3 4 5 Second Floor_!�1 20`-7- 6 7 —� _..�!; �.z T O W all Plate '--- ---- — -- / — — 19'-i1. Project: Skunk Lane Residem 6370 Skunk Ln, Cutchogue, NY �. _11935 ` a FINISH FLOOR Project NO.: °'-"" f7 IR-02 EXISTING FINISH GRADE. -- 7 11 _. Seal/Signature: - I� I�I-I -I- I -- __ BASE FLOOD ELEVATION 6 0"____i_ FRONT ELEVATION , ;r_, rj Date: 5/22/2018 Scale: AS NOTED Drawing Title: ELEVATION OCT 2 1 2019 Drawing No.: ON — n - Al 0 4- E30aiGi°i c 1��!�'� ; Author Architect: ISAAC - RAE 11575 Main Bayview Road Southold,NY 11971 T.347-276-6093 E.CLAY@isaac-rae.com Owner: HC NOFO LLC 81 7 Broadway FI5 New York, NY 10003 Consultants: ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY T O Root OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE 42'-1 1/2" ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE MID POINT OF ROOF DRAWING NO DATE REVISION 1 12/18/2018 DOB INITIAL ; n 3 T O 2-nd Floor wall Plate ( 4 5 0 6 C') 7 Second Floor _ 20'-7" Project: - - - ---- - -M=- - _ - -- I Skunk Lane Residem TO W 11 Plate 6370 Skunk Ln, Cutchogue, NY _11935 FINISH FLOOR `�I'�, Project No.: �J IR-02 - - - - -- ---- - --- - - - - -- - -- -- Seal/Signature: EXISTING FINISH FLOOR 3 1/2"__�J BASE FLOOD ELEV ON- 6' -0'—� di�- = , •--4,=�_-n -n-r-``-y-1�`;=� , i' Date: 5/22oScale: AS NOTEDSIDE ELEVATION 1 Drawing Title:/ = ;� ' ;1`, 'l '-- i ELEVATION OCT 2 1 2019 f; g Drawin No.: i�Ciai ni T.,I^a Author Architect: ISAAC - RAE 11575 Man Bayview Road Southold,NY 11971 T.347-276-6093 E.CLAY@isaac-rae com Owner: HC NOFO LLC 81 7 Broadway F15 New York, NY 10003 Consultants: ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE T O Roof ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT 42'-1 1/2" `- OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE DRAWING NO DATE REVISION 1 12218/2018 DOB INITIAL 2 3 4 TO 2nd Floor wall Plate 6 7 - Project: Second Flnnr_ - - - - -- - - TO Wall Plate_ Skunk Lane Residem - - - — -- - -- — 191-111 6370 Skunk Ln, Cutchogue, NY _11935 Project No.: R-02 - - _ __ FINISH FLOOR _, l Seal/Signature: - - 10'-11" L' __ — _ — _EXISTING FINISH GRADE— -ABASE FLOOD UL VATIC, —j l6' k0"I L n SIDE_ ELEVATION 2 Date: 5/22/2018 Scale: AS NOTED 1/8"' = V-0" fE r= ; Drawing Title:c LZ r— ELEVATION Drawing No.: I OCT 2 1 2019 - n -- Al 06 �S"tii n�, i4'lel 1.__ aL','rJ_r Author Architect: ISAAC - RAE 11575 Main Bayview Road Southold,NY 11971 T.347-276-6093 E.CLAY@isaac-rae com Owner: HC NOFO LLC 81 7 Broadway F15 New York, NY 10003 Consultants: ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER T O_Roof __ DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY 42 1 1i2' -�-` OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 IN ACCEPTING THISINFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE DRAWING NO DATE REVISION 1 12/18/2018 DOB INITIAL 2 _ T O 2nd Floor wall Plate � 3 — —— — - — 27'-11., 4 5 y . j 6 7 Second Floor Project: —- 20'-7" TO Wa\Rate_- Skunk Lane Residem 6370 Skunk Ln, Cutchogue, NY _11935 FINISH FLOOR �3 Project No.: LJ'Ll _ 10;-11" IR-02 _ UL _ EXISTING FINISH FLOOR__ e' Seal/Signature: _ BASE LF OOD ELEVATI N' ; 6� - n REAR ELEVATION 1/811 = 1 i'On r 7 - - Date: 5/22/2018 Scale: AS NOTED E D) i I�'; Drawing Title: s � ELEVATI ION OCT 2 1 2919 Drawing No.: Al 07 BQ8fdQ1T;i,;; pg Author 177. 777 NOTE ALL MOTOR.: J07-�2 MOGCLNO STORM WATER DRAINAGE SYSTEMS CALCS. GENERAL NOTES DRAWING ISSUE MUST HAVE INTERNAL PUMP/COMPRESSER POWER CIRCUIT OVERLOAD PROTECTION PAGE 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHAMPTON AND THE SUFFOLK COUNTY DEPARTMENT OF NO. DATE ISSUED FOR PROPOSED DWELLING ROOF AREA KEY COMMENTS HEALTH SERVICES AS REQUIRED. 1 10/30/2019 SOUTHOLD TOWN TRUSTEES �II C131 `_�' LOOF_ M1 F't L }• 1 - 1 2. SURVEY BY NATHAN TAFT CORWIN III LAND SURVEYOR DEECEMBER 18 2018 UPDATED JUNE 15TH 2018 2 - L1 "" O O E`K E`K SPI ` �� SPRAY 1794 SQFT X.17=305 CUBIC FEET 3. ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAND 1988) 3 > -------- PUMP PROPOSED (6) 8' 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION 4 N wHT ,J w"T N _-� MOTOR i PUMP RATINGS 305 CUBIC FEET/42.2= 7.2'OR 8'OF VERTICAL 8' DIAMETER D1 DIAMETER X 2' DEEP SHOV/N ON THESE PLANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. _ - DRYWELL 3/4HP @ 115V DRYWELL 5. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR 5 150 FLA = STRUCTURES. a_ CB2 c_Rz 6 _00F1 M2 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK FLK o ELK � ,� ELK Rpl ------------�RECIRC`;PUMP RATINGS 7 -� z EXISTING GARAGE ROOF AREA PROPOSED (3) 8' 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE 7 PUMP /4HP @ 1 1 v FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. wHT J w"T N --------- MOTOR 150 FLA 1,840 SOFT X.17=313 CUBIC FEET DIAMETER X 2' D2 DEEP DRYWELL 8• ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 9 313 CUBIC FEET 42.2 7.4 OR 8'OF VERTICAL 8' DIAMETER LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. � CB3 c=F3 6 LooF� ,-+_�, DRYWELL 10 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. O ELK - MPI MIXER ' PUMP RATINGS 11 10. SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS. PUMP ; 3/4HP @ 115v w" 11. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, 12 T n- MOTOR i 150 FLA ___-- --, ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND CB4 DiSalvo, Diane From: Isaac Clay Coffey <clay@isaac-rae.com> Sent: Thursday,January 14, 2021 1:57 PM To: DiSalvo, Diane Cc: Cantrell, Elizabeth; Margot Rae Subject: 6370 Skunk Lane Town Trustees Approvals Hi Elizabeth&Diane Happy new year, I hope you are both well. We had a hard 2020 but we are trying to get back on track in 2021. Our client at 6370 Skunk Lane SCTM# 1000-104-5-3.3 has asked us to pick back up the project andweare in the process of finalizing the septic design with the health department. Our reference number is k- 6-0495. SCHD has requested that we Submit a Town of Southold Wetlands Permit. Is this something that we currently have? Or, is there another step in the process that we'd need to take in order to obtain the permit from the trustees? Thank you in advance for your assistance. kind regards. Clay &Margot Isaac Clay Coffey R.A.-AIA Founder e:clav@isaac-rae.com t:347.276.6093 Isaac-Rae Studio New York,NY I Southold,NY isaac-rae.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. °41,21{ 1'►'lA`RG�7' (64) 07,6- � N Cantrell, Elizabeth From: Margot Rae Coffey <Margot@isaac-rae.com> Sent: Thursday, March 25, 2021 4:49 PM To: DiSalvo, Diane; Cantrell, Elizabeth Cc: Isaac Clay Coffey Subject: Re: 6370 Skunk Lane Town Trustees Approvals Hi Elizabeth and Diane, Please find the updated project description per our discussion, Elizabeth. Thank you again! Margot+ Clay Project Description 3/25: Proposed two story single-family dwelling to replace existing single story house over existing foundation and include an addition of a new 440 sq ft two car accessory garage and proposed 1,435 sq ft gravel driveway to use the existing driveway's entrance from Skunk Lane. The existing building is 883 sq ft and the newly proposed ground floor will increase to 1,800 sq ft and add a proposed second floor that is 1,175 sq ft. Total square footage of the new two story dwelling will be 2,975 sq ft. This project also includes a wrap around ground floor terrace on the north, west and east sides of the house totaling to 1,008 sq ft as well as a new 250 sq ft second floor deck. There is one proposed 62 sq ft built-in planter to run adjacent to the northside groundfloor terrace. This project will include the installation of an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands in addition to the creation of a non-turf barrier ]Oft upland of the wetlands composed of native vegetation to further protect wetlands. The new structures will protect and improve water runoff conditions on the site by implementing 8"dia x 2'deep dry wells with gutter leaders for roof run off. The site will retain and establish new native vegetation to provide added soil stabilization and filtering capacity. On Wed, Feb 10, 2021 at 1:49 AM Margot Rae Coffey<Margotgisaac-rae.com>wrote: Hi Diane, Sorry for the dela there's a lot of setbacks during this crazy time we're living in. Please find the updated I Y Y� g Y g p project description for the skunk lane project. Project Description: j "Proposed two story single-family dwelling to replace existing single story house over existing foundation and include an addition of a new 440 sq ft accessory garage. Existing building is 883 sq ft and the newly proposed ground floor will increase to 1800 sq ft and a second floor that is 1175 sq ft. Total square footage of the new two story dwelling will be 2,9 75 sq ft. This project also includes a wrap around ground floor deck on the north, west and east sides of the house totaling to 1,008 sq ft as well as a new 250 sq ft second floor deck. There is one proposed 62 sq ft built-in planter to run adjacent to the northside ground floor deck. This project will include the installation of an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands in addition to the creation of a non-turf barrier IOft upland of the wetlands composed of natural vegetation to further protect wetlands." I will be dropping off the updated site plan as requested as well (page A 10 1 as you mentioned). 1 3 Thank you, Margot jOn Fri, Jan 22, 2021 at 8:22 AM DiSalvo, Diane <diane.disalvo@town.southold.ny.us>wrote: 3 We need one complete project description from you containing dimensions and/or sq.footage for all structures. I Diane From: Margot Rae Coffey [mailto:Margot@isaac-rae.com] 'Sent: Thursday,January 21, 20214:36 PM To: DiSalvo, Diane Cc: Isaac Clay Coffey Subject: Re: 6370 Skunk Lane Town Trustees Approvals Thanks Diane, This 10/21/19 description should suffice since it includes the IA system within the statement, is that correct? I also see dimensions and sq ft stated throughout the application, so just confirming you won't need any update to the application and we should just focus on making sure everything is reflected clearly in the plans. Thanks again, Margot I On Thu, Jan 21, 2021 at 3:31 PM DiSalvo, Diane <diane.disalvo@town.southold.ny.us>wrote: ij j Yes, I do see a subsequent application received in this office stamped: October 21, 2019 (after your initial application date stamped: October 15, 2018. 3 ' 3 3 3 FYI—My co-workers notes are dated: 10-25-19. i ? I Yes—the project description below is what appears in the 10-21-19 application. 2 3 3 I ' Diane Ir 1 ) II From: Margot Rae Coffey [mailto:MargotCci)isaac-rae.com] Sent: Thursday, January 21, 20212:57 PM To: DiSalvo, Diane Cc: Isaac Clay Coffey Subject: Re: 6370 Skunk Lane Town Trustees Approvals Hi Diane, Thank you for relaying the notes on this project. I've outlined what we'll be working on below. I've checked our files and this is the project description we had in the Trustees application submitted: "Proposed one and two story house to replace existing single story house over existing foundation and an addition of a new 440 sq ft accessory garage. Existing building totals to 883 sq ft and the newly proposed house will increase to 920 sq ft on the ground level of the main structure. This project includes the installation of an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands in addition to the creation of a non-turf barrier IOft upland of the wetlands comprised of natural vegetation to further protect wetlands." Can you double check to be sure you have the most current Trustees application on file? It was from Oct 2019 as you said. In the meantime, we're double checking plans for: I • Inclusion of dimensions for all decks, built-in planters, balconies • Inclusion of l Oft buffer 1 1 • All setbacks • Resubmitting page A101 in proper scale : Thank you very much, , 1 i Margot 3 ---------- Forwarded message --------- From: DiSalvo, Diane <diane.disalvo a,town.southold.ny.us> Date: Wed, Jan 20, 2021 at 1:11 PM 3 0 so Subject: RE: 6370 Skunk Lane Town Trustees Approvals To: Margot Rae Coffey <Margotgisaac-rae.com> 4 4 3 Yes, had left phone message a few days ago for someone to call the office. I Diane From: Margot Rae Coffey [mailto:Maraot@isaac-rae.com] Sent: Wednesday, January 20, 2021 1:06 PM To: Isaac Clay Coffey Cc: DiSalvo, Diane; Cantrell, Elizabeth Subject: Re: 6370 Skunk Lane Town Trustees Approvals Hello Elizabeth and Diane, Just following up here regarding Clay's email (and ref# R-20-0495). Please let me know if there's anything further you may need in order to help us here. Thanks very much! Margot (646-275-2447) i 4 On Thu, Jan 14, 2021 at 1:56 PM Isaac Clay Coffey <claisaac-rae.com>wrote: i I Hi Elizabeth&Diane j 1 , i 3 I i I { 1 Happy new year, I hope you are both well. We had a hard 2020 but we are trying to get back on track in I 2021. f 4 0 so Our client at 6370 Skunk Lane SCTM# 1000-104-5-3.3 has asked us to pick back up the project and we are in the process of finalizing the septic design with the health department. Our reference number is R-20- 3 649 . SCHD has requested that we Submit a Town of Southold Wetlands Permit. Is this something that we currently have? Or, is there another step in the process that we'd need to take in order to obtain the permit ] from the trustees? 333 i 3 i Thank you in advance for your assistance. i 'l kind regards. 3 Clay &Margot Isaac Clay Coffey R.A.-AIA Founder e:clay@isaac-rae.com t:347.276.6093 Isaac-Rae Studio 1 New York,NY I Southold,NY isaac-rae.com 3 SSSj 3 Margot Rae Coffey ' Co-founder j e:margot@isaac-rae.com 3 ) ? t: 646.275.2447 Isaac-Rae Studio New York,NY I Southold,NY 5 isaac-rae.com 1 3 I Margot Rae Coffey 3 Co-founder 1 e:marizot@isaac-rae.com t:646.275.2447 l s Isaac-Rae Studio New York,NY I Southold,NY isaac-rae.com Margot Rae Coffey Co-founder e:margot@isaac-rae.com t:646.275.2447 Isaac-Rae Studio 1 � a i New York,NY Southold,NY isaac-rae.com 1 1 3 Margot Rae Coffey Co-founder e:margot@isaac-a•ae.com t:646.275.2447 Isaac-Rae Studio New York,NY I Southold,NY 6 isaac-rae.com Margot Rae Coffey Co-founder e:margot@isaac-rae.com t:646.275.2447 Isaac-Rae Studio New York,NY I Southold,NY isaac-rae.com 7 ISAAC-RAE STUDIO 11575 MAIN BAYVIEW RD SOUTHOLD NY 11971 FEBRUARY 12, 2021 ATT: DIANE DISALVO SOUTHOLD TRUSTEES SUBJECT. 6370 SKUNK LANE Hello Diane: Please find the updated site plan for this project located at 6370 Skunk Lane, as the Trustee notes requested. I sent you the updated project description via email as you indicated as well, and also attached. Please let us know if we can help in any way. Margot Coffey ISAAC-RAE maraot@isaac-rae.com clay@isaac-rae.com Phone: 646-275-2447 D LECA EOV E F EB 12 2021 Southold Town Board of Trustees 6370 SKUNK LANE UPDATED PROJECT DESCRIPTION Proposed two story single-family dwelling to replace existing single story house over existing foundation and include an addition of a new 440 sq ft accessory garage. Existing building is 883 sq ft and the newly proposed ground floor will increase to 1800 sq ft and a second floor that is 1175 sq ft. Total square footage of the new two story dwelling will be 2,975 sq ft. This project also includes a wrap around ground floor deck on the north, west and east sides of the house totaling to 1,008 sq ft as well as a new 250 sq ft second floor deck. There is one proposed 62 sq ft built-in planter to run adjacent to the northside ground floor deck. This project will include the installation of an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands in addition to the creation of a non-turf barrier 10ft upland of the wetlands composed of natural vegetation to further protect wetlands. D ECEE VE FEB 12 2021 Southold Town Board of Trustees © 14FF0 Peter Young,Chairman c Town Hall,53095 Main Rd. Lauren Standish,Secretary Cn *N P.O.Box 1179 i Southold,NY 11971 ��1d1 �� 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., December 5, 2018 the following recommendation was made: Moved by Peter Young, seconded by James Abbott, to TABLE the application of HC NOFO, LLC to construct a one and two story house to replace existing single-story dwelling over existing foundation and addition of a new garage. Located: 6370 Skunk Lane, Cutchogue. SCTM#104-5-3.3 Inspected by: James Abbott, Peter Young The CAC Tabled the application due to insufficient information. The project was not staked and posted. Vote of Council: Ayes: All Motion Carried 40 • �' BOARD MEMBERS ��OE SOUly� Southold Town Hall Leslie Kanes Weisman,Chairperson hO 1p 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. Ol 54375 Main Road(at Youngs Avenue) Nicholas Planamento y�ou ,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD August 6, 2019 Tel.(631)765-1809•Fax(631)765-9064 Isaac Clay Coffey, R.A. 11575 Main Bayview Road Southold,NY 11971 Re: ZBA Application#7290 HC NOFO, LLC, 6370 Skunk Lane, Cutchogue SCTM No. 1000-104-5-3.3 Dear Mr. Coffey: Transmitted for your records is a copy of the Board's August 1, 2019 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions, please don't hesitate to contact our office. KSincerentes Board Assistant ji Encl. OCT 2 1 2019. 1 cc: Building Dept. � BOARD MEMBERS � �� SUUryO Southold Town Hall Leslie Kanes Weisman,Chairperson h0 1p 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: CA Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento _ ; NTY��v Southold,NY 11971 :7 �,� _ 1 http://southoldtownny.gov RECEIVED OCT 2 1 2019 ZONING BOARD OF APPEALS 4 TOWN OF SOUTHOLD AUG - 5 2019 t_�..---- --r- - Tel.(631)765-1809•Fax(631)765-9064 Sou old Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 1, 2019 ZBA FILE : 7290 NAME OF APPLICANT: HC NOFO, LLC PROPERTY LOCATION: 6370 Skunk Lane, Cutchogue SCTM No. 1000-104-5-3.3 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 28, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 17,,2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The coordinator indicated concerns with flooding and erosion hazards of structures located within the FEMA Flood Zone AE El. 6 (Policy 4.1), and the quality and function of the Town's Ecosystem (Policy 6). In his report he copied a narrative.from the Coastal Fish & Wildlife Habitat Assessment Form of 2002 which described the Cutchogue Harbor and Wetlands, and concluded with an impact assessment. The LWRP coordinator recommended that the Board require the installation of I/A OWTS to meet LWRP policy and support the functions and values of the wetland ecosystem. `The Board finds that the application, as amended to include the installation of an Advanced IA Sanitary Systems approved by the Suffolk County Department of Health Services is CONSISTENT as recommended, and shall therefore be CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a 24,561 sq. ft. parcel located in an R-40 Zoning District, with an upland area of 18,624 sq. ft. The parcel has a road frontage of approximately. 155.58 feet along Skunk Lane, then running 150.00 feet southwest to the rear property line, then 141.89 ft to the side yard, returning 204.10 feet back to Skunk Lane (also known as Bay Avenue). The property is improved with a single-family dwelling as shown on the survey prepared by Nathan Taft Corwin, III, L.S. r Pa g e 2 Au gust 1 2019 97290, HC NoFo,LLC SCTM No 1000-104-5-3.3 BASIS OF APPLICATION: Request for Variances under Article XXIII, Section 280-124 and the Building Inspector's December 26, 2018 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling and an accessory garage; 1) proposed single famil} dwelling measuring less than the code required minimum rear yard setback of 50 feet; 2) proposed accessory garage is located in other than the code required rear yard; at: 6370 Skunk Lane, Cutchogue,NY. SCTM#1000-104-5-3.3. RELIEF REQUESTED: The applicant requests variances to locate a single-family dwelling 20 feet from the rear yard property line, where a 50-foot setback is required by code, and to allow an accessory building(garage) to be located in the side yard instead of the code required rear yard. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on July 11, 2019 submitted a plan increasing the rear yard setback of the proposed two car accessory garage located in a side yard to 20 feet, which is the setback proposed for the new Single-family dwelling, thereby bringing the plan into more confonnity with the Town Code. The site plan prepared by Isaac Clay Coffey was date stamped received July 11, 2019 to show the amended location of the accessory garage and the proposed I/A Onsite Wastewater Treatment System. ADDITIONAL INFORMATION: As per testimony from the architect,the property is currently awaiting approval from the Suffolk County Department of Health Services for an UA sanitary system. The architect was questioned about making the setback of the proposed garage the same as the proposed residence. The architect was amenable to this change. The existing dwelling structure was built in 1959 and the certificate of occupancy for a seasonal dwelling was issued in 1960. In December of 1969, a certificate of occupancy,was issued for an accessory storage building. The residence altered and expanded to be converted to a full-time residence in 1972 with Certificate of Occupancy#Z- 4635. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 3,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding neighborhood is comprised of small to large waterfront properties and houses. Most of the neighboring properties have been renovated and enlarged in recent times, and this project will not change the character of the neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property has a usable upland area that is approximately half the size of the lot. It is because of this, that the house needs to be sited towards the rear of the property, which would not allow an accessory garage in the required rear yard. Also, a new I/A sanitary system is proposed for this property, which also limits the area where the residence can be placed. There is no way to situate this residence, and accessory garage on the subject property without the need for an area variance. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing approximately 60% relief from the code for the rear yard setback and 100% relief for the proposed accessory garage in a side yard. However, due to the location of the usable upland area of the property, extensive wetlands on Page 3,August 1,2019 40- *0 #7290, HC NoFo, LLC SCTM No. 1000-104-5-3.3 site, and the siting of the IA sanitary system, the location of the residence, and the accessory garage cannot be located in a compliant location. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and 'the conditions set forth in this decision. The applicant is proposing an UA sanitary system, which will mitigate the environmental effects of nitrogen loading in the adjacent creek and would bring this property into compliance with LWRP recommendations. The proposed residence has a proposed finished floor height of 10 ft above sea level, where a 6 ft height is required further mitigating the impact of the residence on the property. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a full-time residence with accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried,to GRANT the variances as AMENDED, and shown on the site plan prepared by Isaac Clay Coffey, Architect, date stamped as received July 11, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a new IA sanitary system, as approved by the Suffolk County Department of Health Services and as indicated in above referenced site plan stamped received on July 11,2019. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as-are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree oj'nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the k 0 *0 Page 4, August 1,2019 #7290, HC NoFo,LLC SCTM No 1000-104-5-3.3 Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Acampora and Lehnert. (4-0) (Member Planamento Recused) eslie Kan s Weisman Chairperson Approved for filing (�/a /2019 Michael J. Domino, President �0�0 .00 Town Hall Annex John M. Bredemeyer, III, Vice-President 54375 Route 25 Glenn Goldsmith N : P.O. Box 1179 A Nicholas Krupski Southold, NY 11971 Greg Williams X01 , dao Telephone (631) 765-1892 Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTEES TO: SOUTHOLD TOWN BUILDING DEPARTMENT D RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQ REMENTS �. 1110V 9 2018x_ Property Owner Name: He, l oro LI1� `f Date Sent to Bldg. Dept: q`!g The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? V/ Will the proposed project require a variance determination from the Zoning Board of Appeals? illr'ill any part of this application be considered a Demolition as described under Town Code? COMMENTS: hr �� ignature of Reviewer Date Town Hall Annex Michael J.Domino,President j r4a , 54375 Route 25 John M.Bredemeyer III,Vice-President '^ � ',,,,� ',,�-'�° f P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas a ski Telephone(631)765-1392 Kr Greg Williams `"�^ a �{a Fax(631) 765-6641 �a�619�4r�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only N� L Coastal Erosion Permit Application r-1 Wetland Permit Application1 t, 1 5 } —� Administrative Permit OCT 2015 1 Amendment/Transfer/Extension _ I Received Application: /0-s'N �•,ui�•cM ;m^n � Received Fee• $ 2.58,00 Completed Application: ll � Incomplete: �SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency assessment For Se t: 34CAC Referral Sent: a y Date of Inspection: Receipt of CAC Report: f Technical Review: Public Hearing Held: yl�J Resolution: Owner(s)Legal Name of Property (as shown on Deed): Todd Feuerstein,Managing Partner of HC NOFO LLC Mailing Address: 6370 Skunk Lane, Cutchogue NY 11935 347-276-6093 Phone Number: 104-05-3.3 Suffolk County Tax Map Number: 1000 Property Location: 6370 Skunk Lane,Cutchogue NY 11935 (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Isaac Clay Coffey,RA Mailing Address: 11575 Main Bayview Road Southold NY 11.971 Phone Number: 347-276-6093 3�� Y��a-� Board of Trustees Appli&'_- Lon GENERAL DATA OCT 2 9 201 Ul 9 Land Area(in square feet): 24,561 sq ft Southold Town Area Zoning' R-40 Board of Trustees, Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions on property? Yes x No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? x Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? x Yes No If"Yes", please provide copy of decision. Will this project require any-demolition as per Town Code or as determined by the Building Dept.? X Yes Does the structure(s) on property have a valid Certificate of Occupancy? x Yes No Prior permits/approvals for site improvements: 6 Agency Date ZBA (Approved) August 6 2019 ; No prior permits/approvals for site improvements. Has-any permitlapproval ever been revoked or suspended by a governmental agency? x No Yes If yes,provide explanation: Project Description(use attachments if necessary): Proposed one and two story single family house to replace existing 883 sqft single story house. Proposed footprint othouse to be 1800sqft,with sq exterior terrace and 69sqftot exterior stairs trom gra a to terrace. Proposed septic system to be innovative alternative Hydroaction 440 I/A OWTS.Proposed storm water drainage system of 618 cubic feet of drywells: Proposed 440 sgft 2 Car Detached garage, and 1435 sqft ravel driveway. Closest distance from upland wetland boundary to exiting and proposed structures= 13'3". Project to included 10'wide native vegetation/none turf boarder to be installed at the upland boundary of the flagged wetlands 40oard of Trustees Applicele GENERAL DATA Land Area(in square feet): 24,561 sq ft Area Zoning: Residential R-40 Previous use of property: Residential R-40 Intended use of property: Residential R-40 Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? x Yes No If"Yes", be advised this application will be reviewed by the Building Dept, prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? x Yes No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? X Yes No Does the structure (s) on property have a valid Certificate of Occupancy? x Yes No Prior permits/approvals for site improvements: Agency Date x 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): Proposed one and two story house to replace existing single story house over existing foundation and addition of a new garage. ep�o e 2 ew �" ' Board of Trustees Applica _ >n WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: This one and two story house aims to enhance the stable residential area it resides within while also preserving the environmentally sensitive wetlands by adding additional native r vegetation within the surrounding area. The structure is designed with the town and DEC guidelines in mind and is similar in construction to other wetland properties in the area. Area of wetlands on lot: 5,937 square feet Percent coverage of lot: 12 % Closest distance between nearest existing structure and upland edge of wetlands:, 13'-3" feet Closest distance between nearest proposed structure and upland edge of wetlands: 133" feet Does the project involve excavation or filling? No X Yes If yes,how much material will be excavated? 300 cubic yards r e� How much material will be filled? 0 cubic yards j OCT z 2019 Depth of which material will be removed or deposited: _ _ 4'5_ _ feit > Proposed slope throughout the area of operations: 0% SGUih:ld Toavn Boartl o TTrustees Manner in which material will be removed or-deposited: A SMALL EXCAVATOR WILL REMOVE FILL FROM SITE. EXISTING TOP SOIL WILL BE RETAINED ONSITE AND REUSED. HAY BAILS AND A DOUBLE LINE OF SILT FENCE WILL BE INSTALLED BETWEEN THE PROPOSED EXCAVATION AND THE UPLAND WETLAND BOUNDARY. THERE WILL BE AT LEAST A 10' SEPARATION BETWEEN SILT FENCE AND UPLAND WETLAND BOUNDARY 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): This one and two story single family residence has been designed with the DEC's guidelines in mind and is similiar in construction to other wetland properties in the area. The natural vegetation of the wetlands on this property will not be distrupti nor are they in danger of being destroyed on this site. Construction will utilize the existing foundation of the previous structure to greatly minimize the impact on the land. Even in reusing the foundation,the structure will be positioned 2 feet further away from the wetle to take further precautions and avoid an impact on the natural wetland habitat that already thrives here. In addition, a non-turf barrier comf of native vegetation will be 10 ft upland of flagged wetlands to further protect and preserve. 40oard of Trustees Applico-O WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To rebuild a single family residence. E ' Lou Area of wetlands on lot: 5,937 square feet wntees Percent coverage of lot: 24.3 Closest distance between nearest existing structure and upland edge of wetlands: 11.4 feet Closest distance between nearest proposed structure and upland edge of wetlands: 13 feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 7,176 cubic yards How much material will be filled? 0 cubic yards Depth of which material will be removed or deposited: 4 feet Proposed slope throughout the area of operations: none Manner in which material will be removed or deposited: excavated Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): No new impact on wetlands and tidal waters Silt fence and hay bails to be installed 5'landward of top of bank. All construction to happen on upland side of property. J 617.20 Appendix B Short Environmental Assessment Form Instructions for°-ompleting Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part l based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You'may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Single family residence construction on Skunk Lane Project Location(describe,and attach a location mapy 6370 Skunk Lane Cutchogue NY 11935 Bopose oi�eian�ftPvo°ps�ordy s ng°�'e family house to replace existing 883 sqft single story house. Proposed 'footprint of house to be 1800sgft,with 1036sgft exterior terrace and 69sgft of exterior stairs from grade to .terrace.Proposed septic system to be innovative alternative Hydroaction 440 I/A OWTS.Proposed storm water drainage system of 618 cubic feet of dry-wells.Proposed 440 sqft 2 Car Detached garage,and 1435 sqft ravel driveway.Closest distance from upland wetland boundary to exiting and proposed structures= 13'3". Project to included 10'wide native vegetation/none turf boarder to be installed at the upland boundary of the ame of Applicant or Sponsor: Telephone: 347-276-6093 Isaac Clay Coffeys E-Mail: clay@isaac-ree.com Address: 11575 Main Bayview Road City/PO: State: Zip Code: Southold NY 11971 1.Does the proposed'action only involve the legislative adoption of a plan,local law,ordinance, NO YES - administrative rule,or regulation? If Yes,attach a narrative description of the intent of the-proposed aetiori and the environmental resources that �' Q may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YIDS If Yes,list agency(s)name and permit or approval: LT ILI 3.a.Total acreage of the site ofthe proposed action? 05 acres b.Total acreage to be physically disturbed? _QS acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .564 _acres 4. Check all land uses that occur on,adjoining and near the proposed action: E:]Urban El Rural(non-agriculture) ❑Industrial ❑Commercial K1Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic El Other(specify): ❑Parkland nn C 1E. p V Page 1 of 4 OCT 2 9 2019 Southold Tovin Board of Trustees i • • 617 20 Appendix B Short Environmental.Assessment Form Instructions for Completing; Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: 6370 Skunk Lane Project Location(describe,and attach a location map): 6370 Skunk Lane,Cutchogue NY 11935 Brief Description of Proposed Action: Proposed one and two story house to replace existing single story house over existing Name of Applicant or Sponsor: Isaac Clay Coffey Telephone: 347-276-6093 E-Mail:'IGL Icv 2 fl Address: 11575 Main Bayview Road City/P0: Southold State: Ny Zip Code: 11971 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that xK F1 may be affected in the municipality and proceed to Part 2. if no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list name and permit or approval: DEC ❑ ❑ DOB builidng permit 3.a.Total acreage of the site of the proposed action? •05 _acres b.Total acreage to be physically disturbed? _105 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •56 acres d. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) Q Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture QAquatic ❑Other(specify): ❑Parkland Page 1 of 4 40 00 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? EJ Fx 1 ❑ b.Consistent with the adopted comprehensive plan? ❑ X❑ ❑ 6. Is the proposed action consistent with the predominant character ofthe existing built or natural NO YES landscape? ❑ El %. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify:Bast Gnuk ❑ ❑ $, a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES NO� I-`;.I ❑ b.Are public transportation service(s)available at or near the site of the proposed action? F1 ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? El ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 0 11.Will the proposed action connect to existing wastewater utilities? NO 'YES If No,describe method for providing wastewater treatment:_ ❑ ❑ 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 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 foderal,state or local agency? ❑ FLL b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑ If Yes,identify the wetland or wnterbody 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 [j]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? ❑ f`1 16. Is the project site located in the 100 year flood plain? NO YES LL X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a a.Will storm water discharges flow to adjacent properties? X❑NO ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: [:]NO X❑YES ___P oposed 8' DT_A,x 2'_deep_dr_ywe11S ithgutter leaders for roof r1113-off. Page 2 of 4 40 so 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g. retention pond,waste lagoon,dam)? If Yes,explain purpose and size: _., _ -- - -- ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe:m a a ❑ 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: w_ F ❑ 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Isaac Clay Coffey Applicant/sponsornam : _T Date: 10/12/18 $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? E ❑ 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 a ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or n ❑ affect existing infrastructure for mass transit, biking or walkway? b. 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: Ix J ❑ a.public/private water supplies? ,-- b,public/private wastewater treatment utilities? El- Will Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? I.-1 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, �� ❑ waterbodies,groundwater, air quality,flora and fauna)? LX I Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? LX l El 11. Will the proposed action create a hazard to environmental resources or human health? X� Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part,3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. c 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. QCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees _ Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency^� Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 60oard of Trustees Appli** AUTHORIZATION (Where the applicant is not the owner) I/We, Todd Feuerstein,Managing Partner of HC NOFO LLC owners of the property identified as SCTM# 1000- 104- 05 -3.3 in the town of Southold ,New York, hereby authorizes Isaac Clay Coffey, RA Lic#039767 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. Property Owner's Signature Property O er's Signature - — SWORN TO BEFORE ME THIS v DAY OF 0C`i4��i�" , 20U Notary Public ANTAYA NICKENM NIOTARY PUBLIC-STATE OF NEW YORK No 01 MC6276531 Qualified in Kings County `1,•r,mmission Expires 02-19-2021 i 40oard of Trustees Appli#-* AFFIDAVIT Todd Feuerstein,Managing Partner of HC NOFO LLC 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. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS_ DAY OF ,20—/9— Notary Public Nathaniel t.Harris Notary Public state of New York NO.01HA6272771 Qualified in New York County Commission Expires on November 26,2020 APPLICANUAGEl®I'I REPRESEl' NATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the Dart of town officers and employees:The numosc of thy, form is to prgvide information which can alert the town of possible con icts'of interest and allow it to take whatever action is necessary,to avoid same. Isaac Clay Coffey RA YOUR NAME: (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance X 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'Fown of Southold? "Relationship"includes by blood,marriage,or business interest"Business hitcrest"means a business, including a partnership,in which the town officer or employee has even d partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 50io of the shares. YES _ NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporatioq); B)the legal orbenefieial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partne,or employee of the applicant;or D)the actual applicant. DESCRIPTION Or RELATIONSHIP Submitted this 2 day of mrtober 2018 Signature Print Nam saac Clav Farm TS 1 Glenn Goldsmith,Goldsmith,President �OQ UfFO( Town Hall Annex A.Nicholas Krupski,Vice President �� r 54375 Route 25 John M.Bredemeyer IIIy P.O.Box 1179 Michael J.Domino Southold,NY 11971 Greg Williams Telephone(631)765-1892 dol �a, Y Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 26, 2021 Isaac Clay Coffey, R.A. 11575 Main Bayview Road Southold, NY 11971 Re: Board of Trustees Application of HC NOFO, LLC, c/o Todd Feuerstein, Managing Partner 6370 Skunk Lane, Cutchogue SCTM# 1000-104-5-3.3 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, April 14, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. ery Truly Y urs, v Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President �� COGS Town Hall Annex A.Nicholas Krupski,Vice President "'}� y� 54375 Route 25 John M.Bredemeyer III y ,?tY P.O.Box 1179 Michael J.Domino ,y ® �l� )` Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, APRIL 14, 2021 6-00PM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, April 14, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.south old.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public,will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below— Zoom Zoom Meeting ID: 915 7791 6135 Password: 553396 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right"Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith,President �C0 Town Hall Annex A.Nicholas Krupski,Vice President ,� Gym' 54375 Route 25 John M.Bredemeyer III rc P.O.Box 1179 Michael J.Domino w0 ® Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: J /09- 5 -020 io joq - LI S 3Fs- a-- 33 STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of 220 Notary Public NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: HC NOFO, LLC, c/o TODD FEUERSTEIN, MANAGING PARTNER SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing dwelling and construct new 1,800sq.ft. footprint dwelling with a 1,175sq.ft. second story for a total square footage of new two-story dwelling to be 2,975sq.ft.; construct a wrap-around ground floor terrace on the north, west and east sides of the dwelling totaling 1,008sq.ft. as well as a new 250sq.ft. second floor deck; install a 62sq.ft. built-in planter to run adjacent to the north-side ground floor terrace; install a new innovative/alternative wastewater treatment system; construct a 440sq.ft. two-car detached accessory garage and install a 1,435sq.ft. gravel driveway using the existing driveway's entrance from Skunk Lane; install 8" diameter by 2' deep dry wells with gutters, and leaders for roof runoff; and to establish and perpetually maintain a 10' wide non-turf buffer along the landward edge of wetlands composed of native vegetation. Located: 6370 Skunk Lane, Cutchogue. SCTIVI# 1000-104-5-3.3 TIME & DATE OF PUBLIC HEARING: Wednesday, April 14., 2021 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 t _ ' J, Town of Southold IMM CONSISU NCYASSESSUM FMM 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 MogggW action- ll he evaluate4 as to its si cant boldcial and adversa effects a on the coagal area Cwhich includes all of SoutholdTomW. 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer-must be ex la lnW in Metall lis ' t both slWRlrhn and uon- sM Dartin_ gfacts,. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall-toot.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 Trusteesn L= 'v 1 M ' all local libraries and the Town Clerks office. i_1 B. DESCRIPTION OF SITE AND PROPOSED ACTIONR[:OCT7,2' 9 2019 SCTM# 1000 , - 104 - 05-3.3 Southold Town PROJECT NAME 6370 Skunk Lane P—d f Trustees _ The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees I. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: R Nature and extent of action: Proposed one and two story single famft house to replace existing 883 sqft single-story house. Proposed footprint of house to be 1800sgft,with 1036sgft exterior terrace and 69sgft of exterior stairs from grade to terrace.Proposed septic system to be innovative alternative Hydroaction 440 I/A OWTS.Proposed storm water drainage system of 618 cubic feet of drywells. Proposed 440 sqft 2 Car Detached garage,and 1435 sqft gravel driveway.Closest distance from upland wetland boundary to exiting and proposed structures= 13'3".Project to included 10'wide native vegetation/none turf boarder to be installed at the upland boundary MR—effagge-d wetlands 40 *0 Town of Southold LWRP CONSISTENCY ASSENSMENT FORINT 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 uig f cant beneficial and adverse effects upon the,coastal area 0wfich uicludes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. 'Thus, each answer must,be exnlainW in detail, listing both sunnortina 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.northf'ork.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# 104 - 05 - 3.3 PROJECT NAME 6370 Skunk Lane,Cutchogue NY 11935 The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance (e.g.grant, loan,subsidy) (c) Permit,approval, license,certification: ❑ Nature and extent of action: Proposed one and two story house to replace existing_ single story house over existing foundation and addition of a new garage. 40 P *0 Location of action: 6370 Skunk Lane,Cutchogue NY 11935 Site acreage: .66 Present land use: single family residence Present zoning classification: Residential 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: Isaac Clay Coffey, RA (b) Mailing address: 6370 Skunk Lane,Southold NY 11971 (c) Telephone number: Area Code( ) 347-276-6093 (d) Application number,if any: 0� Will El action be directly undertaken,require funding, or approval by a state or federal agency? Yes U No❑ If yes,which state or federal agency? DEC approval 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,mares beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Q Yes ❑ No [] Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LUMP Section III•-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No El Not Applicable 00 Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LW0 Section III—Policies Pages 8 through 16 for evaluation criteria ] Yes F] No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section In —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No 0 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. El ❑ a 4 Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LVVRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes —] No"E 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 LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes LJ No EJ 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 LVM Section III—Policies; Pages 38 through 46 for evaluation criteria. 11 YeO No FD Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Q 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. 1�1 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 e-vryryaluation criteria. �J Yes El No El 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 Ej Not Applicable PREPARED BY Isaac Clay Cley TITLE Registered Architect DATE 10/12/2018