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Home My WebLink AboutTR-10528 µ Glenn Goldsmith, President ®f SOUr Town Hall Annex A.Nicholas Krupski,Vice President �O� ��® 54375 Route 25 P.O. Box 1179 Eric Sepenoski J J Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples0�� Q Fax(631) 765-6641 Com BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 23, 2025 Anthony Portillo AMP Architecture PO Box 152 Mattituck, NY 11952 RE: HC NOFO LLC 6370 SKUNK LANE, CUTCHOGUE SCTM#: 1000-104-5-3.3 Dear Mr. Portillo: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 16, 2025: RESOLVED, that the Southold Town Board of Trustees DENIES the Administrative Amendment to Wetland Permit#10528, as issued January 17, 2024, to install a 26'-7" x 31'-3" on grade permeable gravel patio (800 sq.ft.); install a 2'-5" x 22' outdoor kitchen with built-in barbeque (53 sq.ft.); construct 24" x 24" landscape stepping stones and stains down to the proposed on grade patio from the approved rear raised permeable terrace. The wetland line on the plans was incorrect; the proposed project is too close to the wetlands and would have an adverse environmental impact; the project would cause damage from erosion, turbidity, and/or siltation; project would adversely effect fish, shellfish, and other marine organisms, aquatic wildlife, and vegetation; also adversely effect the aesthetic value of the adjacent wetlands. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. Sincerely, Glenn Goldsmith, President Board of Trustees SITE LAYOUT NOTES: PROJECT / ZONING DATA LOT COVERAGE I. THIS IS AN ARCHITECT'S SITE PLAN d 15 SUBJECT TO VERIFICATION BY A LICENSED TAX MAP # 1000-104-5-5.3 — - _ - ---_-= SURVEYOR. THE INFORMATION — - 5OUTHOLD TOWN CODE ATTACHMENT 3 REPRESENTED ON THIS SITE PLAN 15 TO THE ZONING DISTRICT R-40 Q ARCHITECT'S BEST OF KNOWLEDGE. --- --_ _-_-- --- ------- - - --u -- -_-- _- -- - -_ 0 LOT AREA O.6 ACRES DESCRIPTION (FOOTPRINT) AREA �% LOT COVERAOE w 2. SURVEY INFORMATION WAS OBTAINED� N _ cofo - ONE FAMILY SUMMER J cYi FROM A SURVEY DATED DEC. 18 2008 #Z786 ;1960— TOTAL LOT AREA 24 561.0 S.F. JI Q � AND PREPARED BY: DWELLING (DEMOLISHED) TOTAL AREA OF WETLANDS 5,937. S.F.0 S.F O u NATHAN TAFT GORWIN III n 0of0 -ACC #Z3722 ;qbq-ACCESSORY BUILDING _ __ __ _ - Z) t 1586 MAIN ROAD (DEMOLISHED) TOTAL UPLAND AREA (BUILDABLE AREA) 18,624.0 S.F. -6 _O JAME5PORT N.Y. IIQ47 Cofo -ADDITION/ALTERATION '� ��n}.Q0 #Z-4635 •1572 O TELEPHONE: (630 127 20g0 (DEMOLISHED) PERMITTED 2 STORY DWELLING I,802.0 S.F. q.7y 0 Oa)ZO GofO -RE5URFACE4 SQUARE a OY OFF REAR PATIO (DEMOLISHED) #0503G 200q PERMITTED FRONT PORCHES 253.0 S.F. 1.44b c X LScV O 0}' i FEMA FLOOD ZONE FAE (EL 6) - - -- - -- O PERMITTED RAISED REAR PATIO 451.0 S.F. 2.5% WETLANDS D I STRI GT (FOR Q N O O 6 #5078q, 6/5/2024 _ 0—a�O PERMITTED WORK) PERMITTED DETACHED GARAGE 440.0 S.F. 2.4% DEC DISTRICT #1-4755-03g74/00002, q/20/22 PROPOSED OUTDOOR KITCHEN 55.0 S.F. 0.5% (a) SUFFOLK COUNTY HD APPROVAL R-20-04g5 4 BED. TOTAL AREA OF ALL STRUCTURES 5005.0 S.F. I6.1% MAXIMUM LOT COVERAOE ALLOWED: 20% � - U � � m U C lowL_ 0) _ _ QQL .� TIDAL WETLAND BOUNDARY AS / / 5H WN ON SITE PLAN BY ISAAC CLAY LOFFEY DATED r, 2 I2 /2004 AND APPROVED BY / ,; ; ,�aa �, TGWN OF SOUTHOLD TRUSTEES ' ON /r"'"' 4 25 4� / /2 k tl M' / pp ,£J Y5 Q r n •' 7, i ua i/ / / / i / / 7 rcTn /r� 7 / n / / n¢r" %/• / P C z /ry�a" �t c 2 I r 50' /ro / / SETBACK 1 �Y n FROM �7 v� WETLANDS 40 PERMEABLE TERRACE (UNDER \ PROPOSED 26-7 X 31'-3" ON GRADE SOUTHOLD BD PERMIT #5078q) % \ PATIO (800 S.F.) / - � \ �-7 i w'f F 75' SETBACK FROM WETLANDS 1 ��- `---- - �_f= y�lI � � I PROJECT: 't HC NOFO LLC PROPOSED 2'-5 X 22' OUTDOOR \ KITCHEN WITH BUILT IN 1 120' X 22' GARAGE \� 2 STORY DWELLING (UNDER SOUTHOLD BD 1 RESIDENCE UPON SLAB PERMIT #5078q) \ BBGt (53 S.F.) (UNDER SOUTHOLD '� �I 6370 SKUNK LANE �]❑❑ � \ _ BD PERMIT #51055) ❑ -—_ CUTCHOGUE, NY 11935 rFz' �� ALL AREAS OUTSIDE DRAWING TITLE: OF HARDSGAPE, -- ------------ ------�---� ��. \ 1 PROJECT LOCATION&SCOPE STRUCTURES, i SITE PLAN&ZONING DATA MEGHANICALS, AND 1 ❑ _ — ( \ I GRAVEL DRIVEWAY _ ❑ - Cam' TO BE MAINTAINED y AS A VEGETATED 1 _ NON—TURF BUFFER. 1 _ _ — / \ / / \ / \ ( PAR 2 8 ��5 �� PAGE: \ \ _ ( i — _ _ — J Southold roivn Bolt of Tr, ' PROPOSED 24" x 24" \ ` DATE:3/28/25 1 OF 2 STEPPING STONE WALKWAY \\ \ I \ I FROPOSE1�) SITE PLAN �t-- 50ALE: 1" = 15'-0" OENERAL 5YMBOL KEY: WN ROI1NOAnON KAU � ras-me To Fmm k N mq HOOD MW E Q 0 w w cu J � Q 4- E (V O � O O ofLo}(D 0 c:a)ZO d cc C-0 4 PAVER GRAVEL FILL o 2 X �N PERIMETER oom.Jc9 nJ�� PAVER EDO I NO Q a O u - O 4" COMPACT 4-J AOOREOATE 2" SAND BASE U . m !E + U C FROPOSEI7 ON CRAISE ORAVEL PATIO SECT1Oil L � Q '�n SCALE: 1/4" = I'-O" I Q TM ft p p PROPOSED GRAVEL ON \ ORADE PATIO \ 4" PAVER PATIO PERIMETER \ \ \ PERMEABLE TERRACE (UNDER SOUTHOLD BD PERMIT #5O78a) z w ed H O N 1 I PROJECT: HC NOFO LLC RESIDENCE \ 6370 SKUNK LANE CUTCHOGUE, NY 11935 DRAWING TITLE: \ \ PROJECT LOCATION&SCOPE -- SITE PLAN&ZONING DATA dJ �i r \ 2 STORY DWELLING (UNDER �� A�R 2 �� PAGE: J all \ SOUTHOLD BD PERMIT #50789) (l PROPOSED 22 WIDE OUTDOOR KITCHEN W WTL-02ITH BUILT IN BBQ� Southold Town Board of Trustees — =DATE3/2S 2 OF 2 20' X 22' GARAGE UPON SLAB (UNDER SOUTHOLD BD PERMIT #51035) \\,, FROFOSE7) REAR PATIO FLAN 5GALE: 1/4" = 1'-0° r- i AM P ArchitectureAddress:10200 Main Road.Unit 3A,MattituckNY11952 Phone:(631)603-9092 Design + Build March 28th,2024 Southold Town Trustees 54375 NY-25 D E iC E I V E Southold, N.Y. 11971i Re: HC NOFO LLC Residence MAR 2 8 2p5 6370 Skunk Lane, Cutchogue, NY 11935 Southold Town SCTM #1000-104-05-3.3 Board of Trustees Dear Trustees, Attached are two sets of plans for an Administrative Application for the residence located at 6370 Skunk Lane.The revisions include the proposal of a permeable gravel 26'-7"x 31'-3"on grade patio(800 S.F.),a 2'-5"x 22'outdoor kitchen with a built-in barbeque(53 S.F.),24 x 24 landscape stepping stones and stairs down to the proposed on grade patio from the approved rear raised permeable terrace(under Southold Building Department Permit#50789). We have updated the site plan to remove the previously approved gravel terrace on the north side near the living room chimney.To ensure continued accessibility to the primary rear terrace, we are relocating the stairs that were originally within the now-eliminated patio.As part of this revision,we are introducing a new set of steps leading down to the on-grade terrace to the south.This adjustment enhances the overall design,creating a more seamless and functional connection between outdoor spaces. We respectfully requestyour review and approval of this Administrative Application.Should you need any further information or clarification,please don't hesitate to reach out.Thank you for your consideration. Thank you, AMP Architecture Page 1 of 1 Cantrell, Elizabeth From: Darcee Oppici <doppici@amparchitect.com> Sent: Wednesday, February 19, 2025 4:05 PM To: Cantrell, Elizabeth Subject: [SPAM] - Re: HC NOFO LLC; SCTM# 1000-104-5-3.3 Hi Elizabeth, Thank you so much! On Wed, Feb 19, 2025 at 3:57 PM Cantrell, Elizabeth<elizabethc@town.southold.ny.us>wrote: Good afternoon, The office of the Board of Trustees received a hand delivered request on February 6,2025 to withdraw the Administrative Amendment application to Wetland Permit#10528. The Amendment Request has been withdrawn as requested. Efiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 Darcee Oppici Operations Coordinator A M P Architecture Design + Build Office: 631-603-9092 www.amparchitect.com 1 AM P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build February 41h 2025 Southold Town Trustees 54375 NY-25 Southold, N.Y. 11971 E f FEB 6 2025 Re: HC NOFO LLC Residence 6370 Skunk Lane, Cutchogue, NY 11935 SCTM #1000-104-05-3.3 Dear Trustees, We write to formally request the withdrawal of the administrative amendment application for the project located at 6370 Skunk Lane. We intend to revise the application and will resubmit it at a later date. Please confirm receipt of this request and advise if any further action is required on our part to complete the withdrawal process. Thank you for your time and attention. We appreciate your cooperation and look forward to submitting the revised application in due course. Sincerely, AMP Architecture FEB 6 2n?� Southold Town Board of Trustees Page 1 of 1 Cantrell. Elizabeth From: Anthony Portillo <aportillo@amparchitect.com> Sent: Wednesday,January 15, 2025 12:32 PM To: Cantrell, Elizabeth Cc: Darcee Aufenanger; Shania Gordon; Nicole Zebrowski Subject: 6370 Skunk Lane -Adjourn tonight's hearing Hi Elizabeth, Please adjourn tonight's hearing for this property. We will provide an updated site plan and further explanation for next month's hearing. Thanks, Anthony Anthony Portillo, RA, LEED AP Principal Architect A M P Architecture Design + Build Office: 516-214-0160 www.amparchitect.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Architecture I Address:10200 Main-,Road,Unit 3A,PO Box 152,Mattituck NY 11952 A M P Phone:(631)603-9092 Design + Build December 16, 2024 Southold Town Trustees D U 54375 NY-25 Southold, N.Y. 11971 2702024 Re: HC NOFO LLC Residence 6370 Skunk Lane, Southold Town Cutchogue, NY 11935 Board of Trustees SCTM #1000-104-05-3.3 Dear Trustees, Attached are plans for an Administrative Amendment for the residence located at 6370 Skunk Lane.The revised plans reflect necessary adjustments to the wetland delineation line.The original submission did not fully align with the survey data, and these revised plans now accurately depict the delineation as provided by Enconsultants, alongside the original delineation line shown in the plans submitted by the previous architect and approved by the Town of Southold Trustees. Additionally,these plans include the footprint of the foundation that was poured on site and previously submitted to the Building Department as the foundation location survey. Minor revisions to the interior layout are also shown in this plan set. We respectfully request your review and approval of this Administrative Amendment. Should you need any further information or clarification, please don't hesitate to reach out.Thank you for your consideration. Sincerely, AMP Architecture Page 1 of 1 51TE LAYOUT NOTES: LOT COVERAGE I. THI5 15 AN ARGHITEGT'5 SITE PLAN d IS 5UBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION SOUTHOLD TOWN GORE ATTACHMENT 3 Q REPRESENTED ON THIS 51TE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. - - ---- ------ ---- O - - Lu 2. SURVEY INFORMATION WAS OBTAINED --DESCRIPTION (FOOTPRINT) AREA 90 LOT COVERAGE Lu c6 co \ FROM A SURVEY DATED DEC. I8 2005 TOTAL LOT AREA 24,561.0 S.F. Q AND PREPARED BY: ------ _ _-- - -- ---- - --- - ---- -- --- -- - -- -- - --- -- < -- - - -- N TOTAL AREA OF WETLANDS 5,g37.0 S.F. ? � --- - -- NATHAN TAFT GORWIN III -- --- - - --- - - - a O 1586 MAIN ROAD TOTAL UPLAND AREA (BUILDABLE AREA) 15k24.0 _ �� JAMESPORT N.Y. 110141 -- -_-- - -- S.F.�- - LO TELEPHONE: (631) 727 20g0 PERMITTED 2 STORY DWELLING 1802.0 S.F. q•7gb o ca(ZO -___-_ --_ --- --'- -- �- caCflY'� PERMITTED FRONT PORCHES 255.4 S.F. �� - 1.4% _ X �N PERMITTED RAISED REAR PATIO W/ PROPOSED o Om Z(D 547.q S.F. 2.ggb _c STEPS AND PLANTER ,_, O ul --- - -' C N D .. PERMITTED DETACHED GARAGE 440.0 S.F. �� 2.4% Q PROPOSED POOL EQUIPMENT 4 PROPANE TANKS 44.0 S.F. 0.2% PROF05EP 12' X 20' POOL W/ AUTO. COVER AND l- 520.0 S.F. 1.7Y COPING I 1 TOTAL AREA OF ALL STRUCTURES ��- -3407.5 S.F. 15.5 - I WIDE X 2 HIGH PLANTER. -= --__- MAXIMUM LOT COVERAGE ALLOWED: 20% U PLANTER TO BE 4' HIGH � m AND ALIGN WITH TOP OF � 2�3\ NI6°57_00"W FENCE ON YARD SIDE. + 2 3 TIDAL WETLAND BOUNDARY AS DELINEATED BY T /. EN-CONSULTANTS,ING. 12/23/2olq nn ❑❑ MUD GREE ❑ ;': %% :/ ,,,:, : .- ///.'-,!❑❑❑ TIDAL WETLAND BOUNDARY AS ❑/::❑/;: " u� 20' ❑/❑/ ❑ /.',., !d _%/❑- SHOWN ON SITE PLAN BY ISAAG NATURAL /�' %". .�j ,:,,❑ p, a ' e /,',, ' CLAY LOFFEY DATED10 /'/ � :��/�Y/:'.';::;,; 2/12/2G04 AND APPROVED BY ; BUFFER ❑v'1';.,'-.," .,,�. ❑ ❑. � �. /; ;-'" / ❑::." ❑ TOWN OF SOUTHOLD T5RU5TEE /:-;;❑','i y/❑❑�.��',❑/❑5`<a n .e e'„❑;, ;/",;;,�, r a,�;, ;/ �;�'i;:i '�;r`no,��^4�s ❑.. ON 4/25/24 ❑❑ „ , ,., „❑❑,❑❑ u , ❑„ . ZONING REGULATIONS MAIN BUILDING ❑:%,`4/'.': is❑❑i'�� ,C.':'"fin - ';,,r;;',';,;,❑,,,:/:,.,, ,,❑;:'""i"-'ii"�'. ../%',�',i'-i;:❑,.,, ,,, .,i, /." „r. ❑" ❑ g / ❑❑�,,,; :,;;.;; //.;!,:/❑ SOUTHOLD TOWN GODS ATTACHMENT 3 10 ,:;❑/:-:❑ mm ❑❑, ::i:'/ ❑❑❑i //' %.'❑ /:;❑ MAIN DWELLING REQ. PROPOSED COMPLIES ACCESSORY /. /,.., „� ta,�ra: I /;;, /-"i' ,/ , /.,, „"�" ❑":'"�:'; !i'; - - - -- � ,.,�,i�,:; #+,try., F fi ,» ,:%,ice;,❑.;,,, / /.,, . ❑ /,.. SETBACK a: +.r. ❑ / M FRONT YARD 40.0 41.3 / YES ,. "�, ., mow, %%i":- ,❑;"';. 1 'i-; ':.% , ;❑-; ;" ❑., 4�,u � �,., ;.,❑," / �;rY';"-" 'moo/<"/. ,/:;; /.. / ," � 7 ,. ,. /. ,/,.�.- .' "'.�": . i ��': ❑:.�❑❑❑❑ .;://,%❑" ':.�❑/,,,:""❑/,'�.,'.::..��:::� :" :::. ..-':;ice;!%❑�:•:':❑❑ ' .R, ❑.::,,. i .,- /-,/.. . .,"„/,%:,., �.;,.'>:,❑ ❑❑/,'" ❑'.",//:../ ,, /.•.. ,../. -�/.� MIN. SIDE YARD YES i. "/..❑rx❑- a. / /. i" ❑' ❑� .. is ice.❑, / 15.0 15.4 %;, Gi':❑:; is •'"...❑❑i,, i/. 50, A K 3.. F��n n� viz �aa !y ❑,•"s, /; .•::: / ❑":' ;:; ,: G:, " /:❑//„ /'.i/: /.':/" ❑/, SETS G �, �, ❑ / /.;: ❑."" ,/❑ MIN. COMBINED •., : ❑ 35.0 q7.1 YES FROM ❑❑ ;❑./�..'/.'/ ❑:.':. %"� _SIDE YARDS_ WETLANDS ,,� nna ❑;>M, ;/��r �'"" "' ❑ �:•-": ,: %` -n-.--r'--r--n-� - ,/, .a. fir%'❑.". ``"'� ";/::':'❑;; : :::;;�:-%': %::%'❑.%'❑❑...//.•,',:..❑/❑ / - /; Y ❑; .; ., ❑;;%;;:;;:'%❑:;;: :❑';;:::>;:';❑/j; ❑;: %.-//"/1�� / MIN. REAR YARD 50.0' S4.0' YES i�;./ r, ,/❑// ❑ ///jy❑� OVERHEAD -- --- - - - -.-� PROPOSED 12' X 20' EL=6.3' /❑. : ":.; ,, n.. , it '' PROP. 4' O" ❑ ':;:. "'1a" `" WIRES GUNITE IN-GROUND � / , POOL (UNDER ,�� 1/ "f y POOL "%"1❑"'' �,;,, �,? '�. �, -- - - - - -- - n � r>. '�x° / PROJECT / ZONING DATA SEPARATE FENCE AS -d a;, PROPOSED PER NY5 �°��;� � _,,,�_�,r.r;. � RELOCATION OF 5' X 4' g,.. - ------ ---- -- ----- - - APPLICATION) EL_ CODE CODE u P DRYWELL FROM PREVIOU5LY � L HATER TAX MAP-# - - 1000-104-5-5.5 EL=6.8' APPROVED PLAN. H.S. REF.NO. /°��y i PROP. b'-O" =6•8' 1140.6'❑❑ j - \ R-2o-04�i5. DRYWELL5 DID HATER ZONING DISTRICT R-40 0 POOL FENCE I � PROPOSED RA15ED PERMEABLE - - NOT GET ANY CLOSER TO /^ ❑METER AS PER NY5 ❑I❑�_� PATIO (UNDER SOUTHOLD BD ❑� I _y m 10.0' � I WETLANDS FROM APPROVED � U -_ - � _ -' � LOT AREA O.b ACRES CODE - �' PERMIT #50'189) H.D. FILING. - UTILITY GofO - ONE FAMILY SUMMER --- _ 3 POLE NYT DWELLING (DEMOLISHED) o PROP. PERMEABLE I --- ❑❑ ❑ __ #57 -..__- PATIO AT GRADE - (�� ) _L- - _ - _ GofO -ACCESSORY BUILDING - (52q.3 S.P.) r � ❑❑❑ r o Z #Z3722 ;1161 (DEMOLISHED) u❑❑ -ni EL.SS o � ,, �� / �41.3 ui PROPOSED _-.-,-•_--_-- -- _-_=-_ 75 SETBACK I,n GofO -ADDITION/ALTERATION >, a ' I ❑�- ❑' �C �❑ r0 BURIED #Z-4635 Ig72 FROM WETLANDS &" -'f.4' ❑❑a�❑ - ❑EL 6.8` ❑❑❑❑� ❑ - - PROPOSED RELOCATION OF 1O PROP. I ELECTRIC -- (DEMOLISHED) PROJECT: LINE; MIN. 5'-0" -I GofO -RE5URFAGEB SQUARE - ❑❑ r-�- ❑❑�❑❑ - L Ji / CONTROL PANEL FROM coo MI1� HYDRO-ACTION j #0503G ;200q HC NOFO LLC _ L � PREVIOUSLY APPROVED PLAN. H.5. AN400 I/A OWT5 FROM SEPTIC OFF REAR PATIO (DEMOLISHED) PROPWOA��)� �� I � -- REF. NO. R-20-04g5. COMPONENTS •=-- ❑ - ---- RESIDENCE PROP 1 PROPOSED 2 STORY DWELLING NNDER ( LFEMA FLOOD ZONE AE (EL 6) PROPOSED 20' X GRILL ttjx SOUTHOLD BD PERMIT #5078q) /tt PROP. DIST. BOX -__ J 22, GARAGE UPON cv cv WETLANDS DISTRICT (FOR -----_- - PROP. 4-O yy/ ,//,//„/,,,,/,,,/,x„/ (SAMPLING POINT); #5078ci 6/5/2024 POOL FENCE AS n { SLAB PROPANE j j MAINTAIN 5 6370 SKUNK LANE nG, PROPOSED BURIED ELECTRIC cp SEPARATION FROM PERMITTED WORK) PER NY5 CODE k, �, (UNDER SOUTHOLD HOOKLUP LINE; MIN. 5'-0" FROM SEPTIC - - ----- --- - CUTCHOGUE, NY 11935 BD PERMIT #51035) COMPONENTS Lam.' I I/A OWTS 4 2' DEC DISTRICT #1-475e-O5g74/00002, q/20/22 PROP. I ❑ ; _ 14.0 , // I6.0' I FROM 8 L.P. _ POOL ❑ ❑ % 1.4 PROP•L.P. 5 SUFFOLK COUNTY HD APPROVAL R-20-04CI5 4 BED. DRAWING TITLE: EQUIPMENT - - ---- j ❑ PROP.�.P.�MIN. w - - - _-- -� --- --- -- -- PROJECT LOCATION&SCOPE PROP. AG I � O O 24.6 PROP.L.P. / PROPOSED FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 280-4: SITE PLAN&ZONING DATA Q - m CONDENSER r _-_ ___ - __ 51 �.E.P. RELOCATION OF -- - ------- - ---- --- ----- --------------------- - -------------------- I ''�•LP. PREVIOUSLY PROPOSED PROPOSED 54.0 \ PROPOSED I HABITABLE OR055 (2) PROP. 120G. 3 / / BURIED fPRoP.E.P. q�- APPROVED SEPTIC PROP.L.P. p SYSTEM (RED STAMP) ABOVE GROUND p 17.8'I -� l ' PROPANE �t 40 FRONT _ / I UNDER SEPARATE -- - - - - SPACE- AREA - PAGE: �n / / / / LINE PROPOSED PERVIOUS ui 1 FIRST FLOOR AREA 1,700 S.F. 1816 S.F. PROPANE TANKS m I` �� GRAVEL DRIVEWAY SETBACK APPLICATION. H.S. Q z REF. NO. R-20-04g5 WT L-01 �-_ - „ J FLOOR AREA 1,422 S.F. 1544 S.F. u� T ►n, � - - T - - - ��----15 SIDE YARD }j -- - -\ (REVISED BY AMP) SECOND - --- - - _ -- AREA TOTALS- - - -3,122 S.F. I RELOCATION OF 8 X 4 --- _ --=-----`- - - - -- ------ BEYOND 52o sb'lo'E � � I50'0 � 3,360 S.F. DATE:12/17/24 1 OF 7 PROPOSED 6'-0" HIGH FENCE, DRYWELL5 FROM PREVIOUSLY SETBACK 150' SETBACK -- FRONT LINE OF HOUSE APPROVED PLAN. H.S. REF. NO. PROPOSED 4-O HIGH FENCE R-20-04g5. DRYWELLS WERE LEACHING INSTALLED WITH LOAD BEARING STRUCTURE/SYSTEM FROM GONERS. PRIVATE WELL (INCLUDING EXPANSION) AS 177 REPRESENTED ON REDDO E, STAMP APPROVED PLAN fi ROFOSE17 SITE FLAN of 2 0 50ALE: 1" = 15'-0" Sl uthold Town Bo -d of Trustees +p CENERAL SYMBOL KEY: NM PMVATIM MALL �'� Exls-m*TO REMAIN NEW HOOD FRAME Q W J co ---- - — m Q +' rO L �u)�Qo 0 c-Zo co CY� X :3N 0 O O{-'CO .0 pm� c N CD Ln Q 26 70 23-5 _ U D (a) m + PROPOSED DINING ROOM =N r U C IL m 250.1 SF m O (V - _ 1- n LL Q 4'-0" (Ea) (Ea) (EQ) (EQ) (Ea) (EQ) Q b'-by2" b'-oy2 ;� d� PROPOSED - n KITCHEN rn PROPOSED ME H.22.b UI MENTROOM PROF. Sr- EO m -O" 3'-I1�2" —3'-O" 3'-I jY2" 3'-O" j ,— — �) {� <�> — — - PROPOSED �+ -J LIVING ROOM N gyp, 334.5 5F LNDY_- - PROPOSED PANTRY BEDROOM - / Xv Ac PROP. 3'-b" b' 5' " Lu Lu : 17 U O 4L m \Xi • m T_2 ao 'I 31 PROPOSED _- BATHROOM �o PROP. PROJECT: wO ? • ��„ • _T„ 3-7 13 SF m HC NOFO LLC I SAL °0 o RESIDENCE ABOVE O 14'-O" - ------ - _ - m 2 6 3-o Ip'-I' GROUND p PROPOSED m I - -- PROPANE z O BEDROOM 6370 SKUNK LANE TANKS Z iv O 153b SF -o CUTCHOGUE, NY 11935 � PROPOSED j BATHROOM DRAWING TITLE: - d� u� PROJECT LOCATION&SCOPE SITE PLAN&ZONING DATA -- = m O ------ — I'-b' PAGE: i - _ DATE:12/17/,' 2 OF 7 DEC 2 a10 20�d FROFOSEl7 FIRST FLOOR PLAN SCALE: 1/4" = I'-O" :` ' ; GENERAL 5YMBOL KEY: ►mv FoLmArm Km.L r=� Evs-ms ro REMAIN f-1 NEh!W00P FRArE Q W ui _l (o a E CV O = O -6 =O Q�Lo}C9 0 O-ZO a m C-0 d x =N .°0 00mZ2 0 Nd t>3� o 24'-'7" Q d 26 W O 4—f U :3 � m U C 5'-4" Q Cn i — 5-4 - 5-4' 57 ----------- 13'-5" --- I � I I � i PROPOSED BEDROOM PROPOSED �n 206 5F FAMILY ROOM =ry - ! 394.4 5F r �9 tt I = I a- as �0 in N I'-4y2" ry 19.3 SF a'-8" O O --- PROPOSED PROP. , lo'-T. $ BATHROOM = GL Iqq SF PROP. T-2" y1.3�5F. I O m .5 5F `. d) PROJECT: 6'--r" --- -- m = i 1 , HC NOFO LLC 3-o' 4-0' - - 4'-3"� RESIDENCE W-O" _ 6370 SKUNK LANE - CUTCHOGUE, NY 11935 ! PROPOSED THROOM PROPOSED e� da 62 SF BEDROOM ® DRAWING TITLE: GL. PROJECT LOCATION&SCOPE o 24 5F 3-o SITE PLAN&ZONING DATA PAGE: WTL-03 [DATE-12/17/24 3 OF 7 E DEC 2 0 2024 [ FROFOSE17 SEOON17 FLOOR FLAN SCALE: 1/4" = P-O" a Q w Lu J c6 (y) Q 41 E Cu O = 0) - -:0 i a �Lo ac—zo cc C-0 X �N O O O 4-J .r- pm�6 -J NO Otn Q -a20 70 -- U U m -}- U C Q 'c� Q I ii -i - - ---— — --- - f I --- -- -- — Lj Tii -- u I -- - -- - i -- —--- ---- -+I- _ PROJECT: � I HC NOFO LLC RESIDENCE 6370 SKUNK LANE CUTCHOGUE, NY 11935 DRAWING TITLE: PROJECT LOCATION&SCOPE NORTHEAST ELEVATION (FRONT) SITE PLAN&ZONING DATA SOALE: 1/4" = 1'-0" PAGE: WT L-0 4 DATE:12/ I.OF7 DEC 2 0 2024 `4t t w w ca cy) < 41 E C\i Ljr) c; 0) -d :=0 0 c—Mzo Co ILO x jN 0 O 0 4-J _c Om.F,(� 4-J C\lc; c cia < 2:6 4—) 4-1 C) 57 Lu PROJECT: __u o HC NOFO LLC RESIDENCE M-11 0 Ml M I 6370 SKUNK LANE CUTCHOGUE, NY 11935 DRAWING TITLE: PROJECT LOCATION&SCOPE NORTHNEST ELEVATION (RIOHT SIDE) SITE PLAN&ZONING DATA 50ALFE: 1/4" = P-0" PAGE: WTL-05 [DATE-12i 5 OF=7 /7 DEC 2 0 202� L a a 0 w cro a 4- O (V O O - - O ofLo�10 O �-ZO a ca(D X Z3N O O 0 4-J t OmZ6 Nc; �Lf) Q oa �0 4--) (1) m f �I--J + U C j I I � Q ------------- Lu I I � I j II II I� II I II j I I II j II I I II , I � I -- I II 'I III I I I I I I I PROJECT: HC NOFO LLC II II 1 m RESIDENCE 6370 SKUNK LANE CUTCHOGUE, NY 11935 DRAWING TITLE: PROJECT LOCATION&SCOPE SITE PLAN&ZONING DATA SOUTHNEST ELEVATION (REAR) 5GALI-: 1/4" = I'-V PAGE: VffL-06 y DATE:12/17/24 6 OF 7 AE.�^ . DEC 2 0 2024 ` - :� a Q 0 LL LLJ J O c) Q a-' -E N Ln O O 0) -0 —0 ufLo}C9 0 C�ZO d ca C-0 � X =3N 0 O 0 4-J t pm z� +-+ N O O Ln Q oa�O _70 U � � m U Q cn � p Q r � I i- I +- I I i I I ` I I I PROJECT: Y L-jL 0 HC NOFO LLC RESIDENCE 6370 SKUNK LANE CUTCHOGUE, NY 11935 SOUTHEAST ELEVATION (LEFT SIDE) DRAWING TITLE:- - PROJECT LOCATION&SCOPE SCALE: 1/4" = 1'-0" SITE PLAN&ZONING DATA PAGE: WTL-07 DATE:12/17/24 7 OF 7 DEC 2 0 2024 f - §, l0 Glenn Goldsmith, President �QF S®W/ Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ®�® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly elm Telephone(631) 765-1892 Elizabeth Peeples � Fax(631) 765-6641 Ic Nil, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction '/z constructed When project complete, call for compliance inspection; 71,1,ms, \. ;��1;�:a � . � - .". ^�xrsr�a. ,_a+a`�;1� „x+ .��:i *�^• I—.r�ss.L -Y �= BOARD OF SOUTHOLD TOWN TRUSTEES �d SOUTHOLD,NEW YORK PERMIT NO. 10528 DATE: JANUARY 17, 2024 ISSUED TO: HC NOFO, LLC << PROPERTY ADDRESS: 6370 SKUNK LANE. CUTCHOGUE '- SCTM# 1000-104-5-3.3 3 ' AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 17,2024, and °' ~ in consideratioh of application'fee in the sum of$1,250.00 paid byHC 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 to for a proposed two-story,single-family dwelling to replace existing single- story dwelling,to include,an addition of a new 440sq.ft. two-car accessory garage and proposed ` L > 2,465sq.ft.,gravel driveway; existing 883sq.ft. building to be demolished with the newly . proposed gross ground floor(GFA) area to be 1,790sq.ft. and a,proposed GFA,second floor that is 1,361sq.ft.,total GFA square footage of new two-story dwelling to be 3,151sq.ft.which - includes:a 545sq:ft. ground floor terrace on.the seaward side of the dwelling; a 210sq.ft. front entry terrace; 141x7' and 16'6"x7, rear entry terraces; a 250s4.ft.second floor deck; install an 4 ; e innovative alternative wastewater treatment system that will prevent nitrogen and other !� . ' harmful substances from' leaching into the wetlands; install 8' diameter by 2' deep drywells y . , g , ' ; with gutters to leaders to drywells to contain roof runoff., with the condition that the seaward permeable patio be pulled back in and down sized by 5' landward; that all of the,property be a , vegetated,non-turf buffer; inclusion of the replacement of six (6) native hardwood trees to be $' planted; and as depi.cted,on the revised site plan prepared by Isaac Clay Coffey,RA,last dated Febru,arY 12,2024,and stamped approved on April 2,5.,2024. IN WITNESS WHEREOF the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. of 4C 441� ..F" �%%IFFQ��. F w Liz G llooly — Na- .� `.• v" ,:.4� g�+.,r .�+.� yr�rJ,r' 3. @b; 1 sd: •°,_9,�. ,1 ry ' ,.• rlw+ lf> °Ji 'G�_b.°' <i� 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 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the 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 V soUj� Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski [ Southold,New York 11971 Liz Gillooly cas �c Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 CouNTI,� ' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 25, 2024 Margot Coffey Clay Coffey 430 Main Street, 2"d Floor Greenport, NY 11944 RE: HC NOFO, LLC 6370 SKUNK LANE, CUTCHOGUE SCTM# 1000-104-5-3.3 Dear Mr. and Mrs. Coffey: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 17, 2024 regarding the above matter: WHEREAS, Margot Coffey & Clay Coffey, on behalf of HC NOFO, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 6, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator 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 patio further landward and downsized; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 17, 2024, 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 for a proposed two-story, single-family dwelling to replace existing single-story dwelling, to include an addition of a new 440sq.ft. two-car accessory garage and proposed 2,465sq.ft. gravel driveway; existing 883sq.ft. building to be demolished with the newly proposed gross ground floor(GFA) area to be 1,790sq.ft. and a proposed GFA second floor that is 1,361sq.ft., total GFA square footage of new two-story dwelling to be 3,151 sq.ft. which includes a 545sq.ft. ground floor terrace on the seaward side of the dwelling; a 210sq.ft. front entry terrace; 14'x7' and 16'6"x7' rear entry terraces; a 250sq.ft. second floor deck; install an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands; install 8' diameter by 2' deep drywells with gutters to leaders to drywells to contain roof runoff; with the condition that the seaward permeable patio be pulled back in and down sized by 5' landward; that all of the property be a vegetated non-turf buffer; inclusion of the replacement of six (6) native hardwood trees to be planted; and as depicted on the revised site plan prepared by Isaac Clay Coffey, RA, last dated February 12, 2024, and stamped approved on April 25, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 ery truly y rs, Glenn Goldsmith President, Board of Trustees GG/dd S OUTH_ E � TRUSTELa 052 ` e�` ',� a + j 1 1 , lssued , Tl% - Date' ' *,,24 _ 17 LIZ Sk VMK. Address THIS. NOTICEUST. BE DISPLAYEP DURING CONSTRUCTION '. T.OWN. TRUSTEES,OFFICE TOWN OFs. s' i r SOUTHJa TEL.: I .R' l_.. 8. DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 R GENERAL NOTES 3 S CT M## 10 0 0 10 4 0 5 3■3 G F E D C V A 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK 4 COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 5 2. SURVEY BY NATHAN TAFT CORW IN III LAND SURVEYOR DEECEMBER 18 2018 UPDATED JUNE 15TH 2O18 3. ELEVATIONS SHOWN ARE BASED ON USGS DATUM(NAVD 1988) 6 SITE PLAN FOR: 6370 SKUNK LANE CUTCHOUG E NY 11935 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL > > 0 SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. 7 STM (1000-104-05"3.3) ZONED R40 le 5. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE 8 AND/OR SANITARY LINES OR STRUCTURES. SOUTHOLD TOWN , SUFFOLK COUNTY, NY SITE PLAN BASED ON ASURVEY BY KEN WYOCHUK 10/19/22 - �`e� - - - 2;0.1Roof ® 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK 9 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 FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE.DEBRIS SHALL NOT BE BURIED ON-SITE. 10 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE INFORMATION ALLOWED EXISTING PROPOSED �� TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 11 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. 12 OP ; 10. SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS. LOT AREA 24,561 SOFT 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 LINE OF SKY PLANE /� ! j CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". DRAWING REVISIONS LOT DEPTH (FT) 203' - ♦E 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. NO. DATE REVISION ♦" 13. TOTAL LOT AREA AREA=24,561 S.F.(.564 ACRES) LOT WIDTH (FT) 141' 14. THERE IS ONE WELL WITH 150 OF THE PROPERTY.PROPOSED OWTS AND LEACHING FIELD ARE NOT WITHIN 150'OF WELL. 1 3/07/2022 SUFFOLK COUNTY HEALTH DEPARTMENT 15. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE ThE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. f 16. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY 2 6/14/2022 NYS DEC REVISIONS LOT ARE BUILDABLE (UPLAND) 18,668 SOFT 17. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH.The DESIGN ENGINEER 8/23/2022 SOUTHOLD TOWN FILING T.O.2nd--00 wall Plate ® SHALL PROVIDE RECORD DOCUMENT S AS REQUIRED BY SCOH. 3 T T 2T-11" 18. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE OWNER AND INSTALLER MUST BE MAINTAINED. 4 2/12/2024 TOWN TRUSTEES REVISIONS MIN. FRONT YARD F!. 50' 40'8" O / 19. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. ( ) r / j 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 TO THE HOUSE SO ANY LIQUID W ILL DRAIN TOWARD TREATMENT UNIT. 5 Y MIN. SIDE YARD (FT.) 15' 35' 15' 71' C' 21. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION.CONTRACTOR SHALL 6 Q �� \ Second Floor ® NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS 7 m MIN. REAR YARD (FT.) 50' 54 _ 20 8 ~ N �� - - - - - - TO.Wall Plate ® 9 U' MIN. ACCESSORY SIDE YARD 10, 15' 112' 1. 191-111, MIN. ACCESSORY REAR YARD 10, 20 O ALL LEACHING POOLS SHALL BE PLACED 10 IN N I I II I I APPROVED(BY THE SCDABLE IHS INNG �E VENT LS AS 11 4"SDR35 WASTE LINE POOL LEACHING MATERIAL IS 12 ALLOWABLE COVERAGE 20% 8,309 SQFT _ 15'-0" I I I 2"VENT PITCHED 1/4"per 1'Min ENCOUNTERED ECAVATION IS TO BE i III- CONTINUED TO SUITABLE MATERIAL AND 20"POLY LOCK DISTRIBUTION BACKFILLED AS DETAILED.CUTTING THIS APPLICATION IS APPROVED ONLY FOR WORK TOTAL EXISTING COVERAGE 1 ,270 SQFT FINISH FLOOR ® BOX INSTALL PLASTIC RISER RINGS MAY BE REQUIRED RINGS AS NEEDED 12"MAX INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL EXISTING FNISH FLOOR ® INSTALL PLASTIC RISER RINGS AS HEIGHT MARK"B" 8 CONCRETE COVER BELOW GRADE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR _ I - NEEDED 12"MAX HEIGHT 36'ELEV. p TO BE CONSIDERED AS EITHER BEING APPROVED OR IN TOTAL PROPOSED COVERAGE 2,428 SQFT - - - TRADE ® INSTALL PC RINGS AS NECESSARY TO I I I FF EL.10.9' 5'MIN 2'MIN ,a 1 BASE FL` G ELEVATION ® BRING PROPOSED STRUCTURE TO I I -I 6'-0" CLEANOUT +/-EL.9.5 GRADE. 1ol- I - - - - - - - 9'- - -INV EL.9.0=_ -� � - - -� -� -� T- - - - - - - - - - - - - - - � - - __ -. .!a; �s �.Wa - - - - �RAOE- - - - - - - - -- Consultants APPLICATION PROCESS STARTED PRIOR TO CURRENT ZONING CHANGE RE: GFA ,'_ ! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ ;4 ` _ _ _ _ _ _ _ _ 5•_ I 4"PVC WASTE LINE Ill- v -`.F I - - - - - - _ _ _ _ _ _ __ 1 INV.EL.7.5' xaz Io o:n¢� GR INV.EL.7.33 -'°---_ � N !ER\\N OP 4,- I PITCH 114 per 1 MIn \ / ( -- - --- S ALLOWABLE GROSS FLOOR AREA (GFA) 3,178SQFT 3- j;, ��/ k INV.EL.6.6' 2'- - +/-EL.2.0, - INV.EL.6.2' 6. v 2'MIN O I o INV.EL.6.0' � 1'- - 2'MIN 4"PVC WASTE LINE PROPOSED GFA GROUND FLOOR 1790 SQFT o'- l.- _.- - - - - - -._- -._-= -------PITCHED I/4"per Min.- - - - -.___ -� - ----- - -�-- -- - 7 Site_Plan_Section 3 PRIMARY SEPTIC PROFILE BEN PROPOSED GFA 2ND FLOOR 1361 SQFT 1/8" - 1'-0" -NOT TO SCALE HIGHEST EXPECTED GROUND WATER EL-0.9' - ePy P �E 95 TOTAL PROPOSED GFA 3,151 SQFT EL.5 Lots up to 20.000 square feet of lot area:2,100 square feet plus 12.5%of the lot area In excess of 10,000 square feet up to a total of 3,350 square feet maximum. 2V NON TURF,NATIVE VEGITATION,•VFOITATED �L.4 / SUBJECT PARCEL > OP�OR\JE 6230 SKUNK LN WETLAND PARCEL: NON-DISTURBANCE"BUFFER BETWEEN JPLANO / 1000-104-5-1.4 EDGE OF WETLANDS PROPOSED CONSTRJCTION FOUND CONC. PROJECT UNIMPROVED NACANT MONUMENT N TNB DELINEATION ELE. 6.1' co S 0 10 ZONING SCHEDUI_E1 EDGE OF WETLAVDS AS FLAGGED _ 3/8" = 11-Orr _ , TEST HOLE ELEVATION 6'+/- Q E - TEST HOLE tr pPi BV EN-CONSULTANTS,INC ON 12-23-2019 . . . . y� N '- \ / 20 AMP BREAKER SON ID 'W1. - 175.79' - �- - ELE. 4.76' 1? Q MA TRUE ELE.3.1' Al 16057'00' �� / 0-O BROWN LOAM(OL) Q = - -• ` ALL ELECTRIC TO BE PLACED 1 "O.r G FLAG rr / IN SCH.80 PVC CONDUIT E�Xl ING ELECT I AL m UTILITY POLE / NYTs5B EXTERIOR RATED JUNCTION BOX BELOW PANEL GRADE IN A SPRINKLER BOX "H" JO / / \ / EDGE OF PAVEMENT WATER TIGHT POLY/PLASTIC COVER INSTALL PALE BROWN FINE SAND(SP) ` PER MANUFACTURERS DIRECTIONS �,Z(� FLAG ,-,-, ....---^ ""' % /-��- •. / � � HIGHEST EXPECTED FLA: / OVERHEAD WIRES o GROUND WATER FOUND PIPE . . . . . . . . . . . . . . + . + i �20•BIDE PRINCIPAL SETBA�K �•, + 4 ` ` ` ` ` ` 4 , ` ` , / - / ALL ELECTRIC TO BE PLACED IN SCH.80 OBSERVATION WELL ELE?1'� \ .---• "-" --� ` FAG .' ��r, / I ` PVC CONDUIT INSTALLED • . . • • . . . . -._..-y„./-w- �-x . -. . • . . . e . . . . . •. . . . i. •/'<.j. /f, l i� - / REMOTE PLC CONTROL PANEL . . . . .`-� `. .FLAG. . . . . . . . . . . . . . . . . y . . . . ' y / / W/HP80 COMPRESSOR WATER IN PALE BROWN FINE FLAG .-.-- ` .� f \ ��,��': �,. , SAND(SP) ^ LOCATION PLAN . WATER TIGHT POLY/PLASTIC HOUSEING / `2 FLAG/ \"` �.�; %'�-'! / INSTALL PER MANUFACTURERS DIRECTIONS 1" = 4001-011 FLAG, FLAG ` " ` ` '�'� �' �O '\ '�;' I 36"X36"X6"P.C.SLAB WITH 6X6W a - - .. GROUNDWATER ENCOUNTERED ATV-1*BELOW GRADE X.4W1.4 WELDED WIRE MESH ...^ Applicant of Record: ti '0 'O I TEST HOLE BY MCDONALD GEOSCIENCE DATED 11/12/2019 FLAG / NO GROUND WATER ENCOUNTERED EL4 O y' .. � t/ ,r Fk �' i/ Remote PLC Control Panel Detail MARK "F" I SAAC - RA E '„•/, X�, / , � 1/2 = 1 -0 - - 11575 MAIN BAYVIEW RD SOUTHOLD 11971 Ln STORM WATER DRAINAGE SYSTEMS CALCS. T. 347-276-6093 E. clay@isaac-rae.com 6 NEW NATIVE HARDWOOD TREES m ;rP �• , / LINE OF EXISTING PROPOSED DWELLING ROOF AREA KEY COMMENTS D - LINE- PROPOSED e WOODED VEGITATION EL.5 ' / ' a ` SILTFENCEANDHAv / ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET 1'`i�A '� 4 �'' -O � � � r/' ..• � a`,t:" BAILSi / � r f q�`; •. CW)\ \ EDGE OF PAVEMENT 1794 SQFT X.17=305 CUBIC FEET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED DI NGE TO FLAGED / 0 0 - '• s �m ` -- '.+ •1 n \ * PROPOSED (6) 8' UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. ' ✓ z' _ "\ PROPOSE WATER LINE -1. ^� NVT#57POLE 305 CUBIC FEET/42.2= 7.2'OR 8'OF VERTICAL 8' DIAMETER DRYWELL D1 DIAMETER X 2' DEEP IN ACCEPTING THIS INFORMATION YOU AGREE NOT To REPRODUCE OR RE O \ ++ r F / m +) ELA PROPOSED (6)8'DIAMETER X 2'DEEP DRYWELL DRYWELL CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN o LL /` x r A y W- �I PERMISSION OF ISAAC-RAE ARCHITECTURE v F a.O v x' w ' - `y / -- - -- �, - !o FOUND STONE / IMPROVED UJ F O 0 \\ 3" i -,Q N \ (MONUMENT 4 4 O \✓/ v/, '\' JX /, _ / nI o` D1 �- \I EL.5 6125SKUNKLN ./ = GRAVEL TERRACE ,W' �, I 1 .' \' ✓ _ :�: .; :'' (. REVISED PER TRUSTEES I PUBLIC WATER PROPOSED GARAGE ROOF AREA w , • 1 Z PROPOSED (3) 8' W M •"� >� U' ' ', h 1' COMMENTS PUBI IC HEARING LIMIT OF CONSTRUCTION DISTURBANCE N \> PRINCIPAL ACCESORY . + T - - za' - I DIAMETER X 2' = o Z -'-' DATED JANUARV 17TH 2O24' Z y El s ' • 6„ x. o�J,\1T ' I o I ELL �, :� � I I / 1,840 SQFT X.17=313 CUBIC FEET D2 Project: s BUILDING BUILDING -„ { 1 I 313CUBICFEET/42.2= 7.40R8'OFVERTICAL8' DIAMETERDR)WELL DEEP DRYWELL 8.31' / �✓ . v ' � X EXISTING SHED TO BE. t - - _ - /� >'\, `<r•`2„� E W m EXISTING FINISH x� / a REMOVED - Skunk Lane Residence x �', ` >�• \ � ' � 200 HAYWATER DRIVE / y �" / 4..' . \` � '' 'I\ ^I y ' (Y�, � �- � 1 cIr �I PROPOSED (3)8'DIAMETER X 2'DEEP DRYWELL FLOOR HEIGHT x/ ✓ /' `X�. N EL.9 ', r, x k IMPROVED ON - I-� TES E �T ) n PUBLIC WATER EL.7 00 o'-2' ,,�.FF N I 6370 Skunk Ln, Cutchogue, NY 11935 EXISTING BRICK D1 , , POSED - \1>,. I (Jt MIN FLOOR HEIGHT ABOVE BASE FLOOD ELEVATION i PRY !> '�. u, I FIRE PLACE TO BE , _ REMOVED .rt�e . : ' ITWO�MILY '.;k ,i; , _\ - _ _ - _ ( ' PROPOSED SEPTIC SITE INFORMATION EL.8 ;+' 22' SINGLE Fp h x SYSTEM :s Project No.: +/-7' r.. R o ' I;k DWE2 _8' ;, ) 1 I STCM NO. 1000-104-05-3.3 EXISTING GRADE TWO I DRYWELL FOR ROOF } •'" CA t �`� ' � a' SITUATED IN CUTCHOGUE IR-02 s� tt� try tt� DRAINAGE . o •I 1a'-O" , "ENTRY TEfiPf E� B. �� .'� ) GAR ` K EL.8 ,4 2O'x22 \ENTRY'/l'. wciPALSE�Ac RIVEWAYh TO OF THO SUFF K / t STORAGE TERRAce JjS,slut O Ep GRAVEL D I. Seal/Signature: / y�•4 r PROPOS OU NY. � ,� � ,\ ,- I ` W 6425 SKUNK LN r- r >r `• \ PROVED G-- / EL 5 5' PRIVATE WELL ZONING A .22-0" - s;ETeACK ~F_ w ./ I NOT WITHIN TY O R-40 6' BASE FLOOD 2OI to SIDE ORYBUILDING I - PROPERTY (Y -•C"-"�"'(PAD ACCE S - r` II Z LOT AREA TOTAL LOT AREA=24,560 SF(.56 ACRES) r //�� - - - - - - - - - - - - - - 100'WETLANDS SETBACK R,1.�.■aiM. +' .: - .EL'-9'/ EL.8 / /I w NON-WETLAND/UPLAND AREA=18,585(.43 ACRES) �L��1R ` . 150.00' EL.7 EL.6 <+ i0i1'WrTLANDS SETBACK N APPROVED BY ,� S 20Q a / II �j w` LOT COVERAGE BY AREA OF BUILDING(ROOFED COVERAGE) Max Envelope / /� � Y 8 - rr p \ ' I o ALLOWED,=18,585•.2=3,717 SF(20%)PER SOUTHOLD TOWN CODE BOARD OF TRUSTEES 1/2 - 1 0 EL.8 .✓ 150 SETBACK FOR LEACHING ) ? EXISTING LOT COVERAGE=6%1,588 SF SFFU;TURF, 'TOWN OF SOUTHOLD £a r ELE.7.9' 9 57T.A FROM PRIVATE WELL(INCLUDING 0 ) PROPOSED LOT COVERAGE=12% 1 * Ex.a ION) @ ` PROPOSED MAIN DWELLING-1,800 SF • I PROPOSED DETACHED GARAGE=440 SF �• S 69° 23'50" W - 95.00' 1 TOTAL PROPOSED ROOFED COVERAGE-2,240 SF DATE �PQ L Z5 20y.F N� <.� , 1 OVERHEAD WIRES m 397 4 I p 6520 SKUNK LN ' PROPOSED PERMEABLE COVERAGE: ,�_� -� �� T �_w`.� IMPROVED ON PROPOSED GRAVE DRIVEWAY=2,400 SF ",i'' O F N E� �O PRIVATE WELL PROPOSED PERMEABLE GRAVEL TERRACE=785 SF /r^^ CONCRETE SITE NOTE: o ® 100 SETBACK FROM FROM PRIVATE WELL I PROPOSED ENTRY TERRACE=210 SF -- COLLAR R END PLUG PROPERTY TO BE REVEGITATED WITH , - 24 Qt g GROSS FLOOR AREA BREAKDOWN FOR PROPOSED MAIN DWELLING CI ►I NATIVE VEGITATION. NO TURF PERMITTED ON >,`'� FINISHED BASEMENT LEVEL RISER AND I 1 PREMISES. INCLUDES REPLACEMENT OF 6 NATIVE �' GROUND LEVEL=1,800SF TRAFFIC BEARING P.C. COVER N HARDWOOD TREES ' REMOVABLE ' 2ND LEVEL=1,175SF CONCRETE COVER AT NOTES, FIBER JOINT DETACHED GARAGE=440SF GRADE 5000PSIMIN PACKING SITE NOTES SEPTIC TES SEPTIC CALCULATIONS LEGEND Date: Scale: 1.Pipe Joints l0 5e seated with asp!;altic material or edwvelenl -- 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 I/A OWTS CONCRETE P.C.CONCRETED _...._ _._ ......._.__.I 2Invertelevationsofalloutletpipesmistbeeqnet.Useo! PVC PIPE D3034 SITUATED INCUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY NY. RISER RINGS TO flow eoua0za!i n deVices Is ec mmended B-4'DIAMETER TRAFFIC BEARING CONCRETE DISTRIBUTION BOX REQUIRED FOR 4 BEDROOM MINIMUM CAPACITY 440 GALLONS PER DAY " r n ' Drawing Title: GRADE 5000PSI MIN SDR 35 TOTAL SITE AREA=24,561 SQFT OR.564 ACRES EXISTING CONTOUR BAFFLE C-SEWER LINE CLEAN OUT 3.The pipe Irom Nip•$.bt�o lanr:la the tllambuNrn box Inlet. Cl SEWER PIPE TYP UPLAND AREA=18,624 SQFT. D-8'X 2'PC LEACHING POOL WITH TRAFFIC BEARING SLAB PROVIDED FOR 4 BEDROOM PROPOSED CAPACITY 440 GALLONS PER DAY PROPOSED SITE PLAN INLET slopedatleast liar perfoot-gravely ' THERE IS ONE PRIVATE WELL WITHIN 150'OF PREMISIS. - - - - BUILDING SETBACKS "'- ' C� .2 E-8'X 2'PC LEACHING 50%EXPANSION LEACHING POOL WITH TRAFFIC BEARING SLAB I Cl 30°BEND THERE ARE WETLANDS AND SURFACE WATERS WITH 300'OF SITE O OUTLET 4 Theslopeofoutletpipas(headerpipes)beuveenthe TO SEPTIC F-HYDRO-ACTION CONTROL PANEL AND AIR PUMP LEACHING CALCULATIONS Z distribution box anddisNlbutnrlateralsshould,be at least 95'TO INTERSECTION OF CLOSEST ROAD(HAYWATERS DRIVE) ------- WETLAND SETBACKS } P.C.CONCRETE G-PROPOSED ELECTRICAL PANEL,ELECTRIC LINE TO BE PLACE IN CONDUIT - Q 113Z per foot FROM TANK FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP NO. TABLE 4-MINIMUM LEACHING SYSTEM DESIGN FOR A FOUR BEDROOM RESIDENCE AR 2 2�2a d DISTRIBUTION BOX z _ H- EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDOIJED OR REMOVED 5000PSI MIN ` ' DWELLING 36103CO164 / SHALLOW GROUNDWATER. SITE BOUNDARY ' IN ACCORDANCE WITH SCDHS STANDARDS ; ' ' T :, "e , '._' 5 Baf'I"tegwred for s!phon of automatic dosing or if inlet ZONE AE:BASE FLOOD ELEVATIONS DETERMINED I o Z i\I pipe slope exceeds 112"pe•foot ZONE X AREAS OF.2%ANNUAL CHANCE FLOOD AREAS OF 1%ANNUAL CHAN I-SEWER LINE FROM PRIMARY RESIDENCE 4"SDR35 PIPE, 8"Mill,SOIL COVERAGE REQUIRED 6 pool;2'deep,8'dia.300FT2 SIDEW ALL AREA --------- FOOTPRINT OF EXISTING ' E Drawing No.: (V Bea+!!=can hel=ulltinorap�pealbovort=e!°r•) FLOOR WITH AVERAGE DEPTH OF LESS THAN 1'OR WITH DRAINAGE AREAS BUILDING&PATIO � I LESS THAN 1 SQUARE MILE,AND AREAS PROTECTED BY LEVEES FROM 10 _ PROVIDED 6 pool;2'deep,8'dia.30OFT2 SIDEWALL AREA WITH 50%EXPANSION POOL AREA OF WETLANDS i 7 The boxes shall be insta'led in conformance with o ANNUAL CHANCE FLOOD. C\�I CLEAN SAND PEA manl;tacbTrer's nstruallons CI 6O PVC WYE N GRAY=LOR _ - PROPOSED DRIVEWAY AGGREGATE 3/4-1-1/2" �- qi;_� N CI TO PVC HOUSE � P.C. DISTRIBUTION BOX MARK B CLEAN OUT D AI-MAR "L" Proposed Site Plan _ _ -� DRIVE PROPOSED DWELLING P.C. ///,��\ �� LOCATION OF PRIVATE WELL ON NEIGHBORING / 1 1 p PROPERTY A T C R 1/2" = 1'-0" t 1" = 20'-0" ' H 1 L _ _ _� - - �AYOEM= 15'NON TURF BUFFER HEALTH DEPARTMENT APPROVAL STAMP ��g�FF01��0 Glenn Goldsmith, President ��o oy Town Trustees A Nicholas Krupski, Vice-President ti z 54375 Route 25 Eric Sepenoski o "* P.O. Box 1179 Liz Gillooly '�.fj ao�� Southold, NY 11971 J Elizabeth Peeples �1i� Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: HC NOFO, LLC c/o MARGOT COFFEY & CLAY COFFEY Please be advised that your application dated October 6, 2023 has been reviewed by this Board at the regular meeting of January 17, 2024 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project— SILT BOOM 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.) ' J 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 G t /;Q BY: Glenn Goldsmith, President ) Board of Trustees Cantrell, Elizabeth From: Margot Rae Coffey <Margot@isaac-rae.com> Sent: Thursday, May 9, 2024 11:44 AM To: Cantrell, Elizabeth; Isaac Clay Coffey Subject: Re:Trustee Permit Follow-up Hi Elizabeth, Thank you. Yes,that is correct. Can you let us know when this moves over to the DOB? Our client is asking for a timing update. I just stopped by to speak to you about a few other things but saw you are closed on Thursdays now. Two things I am hoping you can help me with: • Can we please pull any/all trustees file/historic permitting information regarding the property located at: 2080 Town Harbor Lane Southold (Tax map# 1000-65-1-16) • Do you have an update on when 4452 Peconic Bay Blvd trustees permit will be written and issued?This project is currently being reviewed by DOB for file building permit so just checking. Thank you very much, Margot On Wed, May 8, 2024 at 12:50 PM Cantrell, Elizabeth <elizabethc@town.southold.ny.us>wrote: Understood. There are two terraces, one @ 545sq.ft. and front entry @210sq.ft. If correct that is how the permit will be written out. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 From: Margot Rae Coffey<MarRot@isaac-rae.com> Sent: Wednesday, May 8, 2024 11:11 AM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Cc: Isaac Clay Coffey<clay@isaac-rae.com> Subject: Re:Trustee Permit Follow-up 1 Hi Elizabeth, Sorry for any confusion.The waterside terrace is what the trustees requested to be reduced. Per their feedback, it is now 545 sq ft. - it was reduced by 240 sq ft. It is also no longer a wrap around terrace. Overall, there is 755 sq ft terrace sq ft in total including the entry terrace not on the water side (the entry terrace is 210 sq ft). Thank you, ma rgot On Wed, May 8, 2024 at 9:35 AM Cantrell, Elizabeth <elizabethc@town.southold.ny.us>wrote: Good morning, I need to confirm something before typing up the permit. In further reviewing the last project description where it stated "a wrap-around ground floor terrace on the north, west and east sides of the dwelling totaling 1.008sq.ft." is now to be a 240sq.ft. terrace against the west side of dwelling only? Please advise, thank you. ECizabeth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 2 From: Margot Rae Coffey<Margot@isaac-rae.com> Sent: Friday, April 19, 2024 10:35 AM To: Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Cc: Isaac Clay Coffey<clay@isaac-rae.com> Subject: Re: Trustee Permit Follow-up Good Morning Elizabeth, Per your note on the 6370 Skunk Lane property: the patio that was reduced to the size the Trustees requested is now: 240 sq ft Thank you, Margot On Tue,Apr 16, 2024 at 9:58 AM Cantrell, Elizabeth<elizabethc@town.southold.nv.us>wrote: Margot, The revised plans were reviewed for the property located at 6370 Skunk Lane, Cutchogue and looked good. One request for the permit, when you can please provide the new square footage of the patio that was made smaller. I need the size for the project description. Thank you. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 3 From: Margot Rae Coffey<Margot@isaac-rae.com> Sent: Monday, April 15, 2024 10:48 AM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Cc: Isaac Clay Coffey<clay@isaac-rae.com> Subject:Trustee Permit Follow-up Hello Elizabeth, Just checking in on a few permits pending: 4452 Peconic Bay Blvd (this was approved, awaiting permit) • 6370 Skunk Lane (this was approved, awaiting permit) I know you have been underwater with reviewing solo,we just need to keep our clients updated on status here, so appreciate any update you can provide! My best, Margot Margot Rae Coffey Co-founder e:rnargot(isaac-raexorn t:646.275.2447 Isaac-Rae Studio Coffey Architecture PLLC Greenport, NY saac-rae.corn 4 DiSalvo, Diane From: John &James Pappas <nofocutchogue@gmail.com> Sent: Friday,January 12, 2024 5:28 PM To: DiSalvo, Diane;John Pappas Subject: Objection to HC NOFO LLC Proposed Development at 6370 Skunk Lane Dear Southold Town Board of Trustees, The Pappas Family, as the neighboring property owner, are writing to express our strong objection to the permit application submitted by HC NOFO LLC for proposed development at 6370 Skunk Lane. First, the proposed development appears to be situated too close to the wetlands. It appears the Professional Architect hired by HF NOFO LLC misrepresented the proposed development in relation to the existing wetlands area.This is a significant environmental concern as the construction as proposed can pose a threat to the delicate wetland ecosystem. The destruction of wetlands can also have serious implications for life and building safety. Wetlands serve as natural barrier against severe weather,tropical storms or hurricanes. Allowing construction in such close proximity to the wetlands puts our neighborhood, and our home at risk of flooding. I am also concerned about the impact of the proposed development on our privacy. If the construction proceeds as planned,the two-story home will be uncomfortably close to our backyard.This is an infringement on our privacy and will deteriorate the value of our living space. In conclusion, the Pappas family would like to ask the Southold Town Board of Trustees to carefully consider these objections and the potential consequences of approving the permit application. It is crucial to prioritize the preservation of the wetlands and the safety and privacy of the community. Thank you for your attention. Sincerely, The Pappas Family Thank you, ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ECEI JAN 1 6 2024 Sauf Wd Town �_..._ 4gdofTruslees 1 DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES GENERAL NOTES 3 _ G F E D C / a / ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK 4 S C T M# 10 0 0 10 4 0 5 3■3 i COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 5 2. SURVEY BY NATHAN TAFT CORWIN III AND SURVEYOR DEECEMBER 18 2018 UPDATED JUNE 15TH 2O18 3. ELEVATIONS SHOWN ARE BASED ON USGS DATUM(NAVD 1988) 6 SITE PLAN FOR: 6370 SKUNK LANE CUTCHOUG E NY 11935 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 SHOWN ON THESE PANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. 7 STM (1000-104-05-3.3) ZONED R40 ♦ 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 STRUCTURES. 8 SOUTHOLD TOWN SUFFOLK COUNTY 42'-1 1/2"NY SITE PLAN BASED ON A SURVEY BY KEN WYOCHUK 10/19/22 - - _ _ T.O.Roof 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK ♦ 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES. 9 ♦ \ CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE.DEBRIS SHALL NOT BE BURIED ON-SITE. 10 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE INFORMATION ALLOWED EXISTING PROPOSED ♦♦ TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 11 ♦ 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. - ♦♦ / 10. SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS. 12 ♦ 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE LOT AREA 24,561 SQFT 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 SEDIMENT CONTROL". DRAWING REVISIONS LINE OF SKY PLANE ♦♦ LOT DEPTH (FT) 203' ♦ t 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD ♦ PROCTOR TEST. NO. DATE REVISION ♦ 13. TOTAL LOT AREA AREA=24,561 S.F.(.564 ACRES) LOT WIDTH FT 141' ♦ 14. THERE IS ONE WELL WITH 150 OF THE PROPERTY.PROPOSED OWTS AND LEACHING FIELD ARE NOT WITHIN 150'OF WELL. ( ) 15. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE ThE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. J. 3/07/2022 SUFFOLK COUNTY HEALTH DEPARTMENT ♦� 16. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY 2 6/14/2022 NYS DEC REVISIONS LOT ARE BUILDABLE (UPLAND) 18,668 SQFT i G 17. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM W ITH SUFFOLK COUNTY DEPARTMENT OF HEALTH.The DESIGN ENGINEER ♦♦ _ _ T.O.2nc�Flcor wad I P11te SHALL PROVIDE RECORD DOCUMENT S AS REQUIRED BY SCOH. 3 8/23/2022 SOUTHOLD TOWN FILING ♦ i 19. MAINTENANCE PROVIDER R AND1" 18. AN EXECUTED OPERATION DTHEI NTENANCE CONTRACT BETWEEN THE OWNER A MAINTAINED.PRO ERTY OWNER SHALL RO DED T O SCOHA GA BAGE GRIND R S ALND INSTALLER MUST BE NOT BE INSTALLED UPSTREAM OF THE OWTS. 4 2/12/2024 TOWN TRUSTEES REVISIONS MIN. FRONT YARD (FT.) 5O' 40'8" ; 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 5 N ffr POSITIVE SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT. Y MIN. SIDE YARD (FT.) 15' 35' 15' 71' M 4P 21. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION.CONTRACTOR SHALL 6 ♦ sM \\ i NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS Second Floor m MIN. REAR YARD (FT.) 50' 54 _ Alf2°f7 � 7 N +fly _ - - - - _J T.O.Wall Plate 8 N MIN. ACCESSORY SIDE YARD 10' 15' 112' 9 t 10 j II I I ALL LEACHING POOLS SHALL BE PLACED MIN. ACCESSORY REAR YARD 10 20 N I II I IN ACCEPTIABLE LEACHING POOLS AS 11 APPROVED BY THE SCDHS IN THE EVENT J O o 1 5' _�" I I 2"VENT 4"SDR35 WASTE LINE POOL LEACHING MATERIAL IS 12 ALLOWABLE COVERAGE 20% 8,309 SQFT ! i i j PITCHED 1/4"per 1'Min ENCOUNTERED ECAVATION IS TO BE 20"POLY LOCK DISTRIBUTION CONTINUED TO SUITABLE MATERIAL AND _ FINISH FLOOR BOX INSTALL PLASTIC RISER BACKFILLED AS DETAILED.CUTTING THIS APPLICATION IS APPROVED ONLY FOR WORK TOTAL EXISTING COVERAGE 1 ,270 SQFT 1," RINGS AS NEEDED 12"MAX RINGS MAY BE REQUIRED INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL EXISTING FINISH FLOOR INSTALL PLASTIC RISER RINGS AS HEIGHT MARK"B" CONCRETE COVER BELOW GRADE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 125 1: FRI NEEDED 12"MAX HEIGHT 36'ELEV. ADE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN TOTAL PROPOSED COVERAGE 2,428 SQFT 11" 5'MIN 2'MIN g'_0„ INSTALL PC RINGS AS NECESSARY TO I <a 1 BASE FLOOD ELEVATION FF EL.10.9' BRING PROPOSED STRUCTURE TO FS- _. __� 16'-0" CLEANOUT +/-EL.9.5 GRADE. _ 9._ I _ _INV EL.9 0 :::®: v _ APPLICATION PROCESS STARTED PRIOR TO CURRENT ZONING CHANGE RE: GFA 8= ! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ �: µ - - - - - - - - - - - _ - _ - _ - - - - - - - - - _ _ _ = Consultants 6'- - - - - - - - - - - - - - I = - - - - - - - - -o - - - - - - - - - - - - - - - - - - - G OpD GRADE 5'- _ 4"PVC WASTE LINE ( \ INV.EL.7.33' - l�N R I PITCH 1/4"per 1'Min INV.EL.7.5' �I \ ^ N slid 4'- - INV.EL.6.6' INV.EL 6.0' ALLOWABLE GROSS FLOOR AREA (GFA) 3,178SQFT 3'- 2'- +/-EL.2.0' I --------___._ - INV.EL.6.2' 2'MIN O PROPOSED GFA GROUND FLOOR ''- ____ _____ _ _-_-�- 2'MIN -�- 4"PVC WASTE LINE 1790 SQFT 0'- -L.-._.-� - . PITCHED 1/4"per Site Plan Section PRIMARY SEPTIC PROFILE HIGHEST EXPECTED GROUNDWATER PROPOSED GFA 2ND FLOOR 1361 SQFT 7 1/8" = 1'-0" 3 'NOT TO SCALE BPN P`'�"�'� g5 TOTAL PROPOSED GFA 3,151 SQFT EL.5 Lots up to 20,000 square feet of lot area:2,100 square feet plus 12.5%of the lot area in excess of 10,000 square feet up to a total of 3,350 square feet maximum. 6230 SKUNK LN WETLAND PARCEL: 220'N oNTURF,NATIVE VEGUAee1, 'VE ua�aio /L 4 / SUBJECT PARCEL loon-too--5-1.4 EDGE OF WETLANDS PUFFER BETWEEN UP-AND FOUND CONC. oP� PROJECT UNIMPROVED/VACANT MONUMENT N TWB DELINEATION ELE. 6.1' y 10 ZONING SCHEDULEI _ _ _.. TEST HOLE y< GO Q EDGE OF WETLANDS AS FLAGGED 3IS" = 1'-O" BY EN CONSULTANTS•INC. /z W ON 12.23 2---19 -- �� i i i i i ''',% TEST HOLE ELEVATION 6'N- �- ~ Q y . . . . i . Y Y Y Y . . R N 175.79' ' ELE. 4.76' 20 AMP BREAKER gpN D tVE TRUE ELE.3.1' N 16057'()�,r •�• 0'-0" BROWN LOAM(OL) = MA ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` / ALL ELECTRIC TO BE PLACED 1'-01, m FLAG EXI ING ELECT I AL / IN SCH.80 PVC CONDUIT PANEL UTILITY POLE Nvrass EXTERIOR RATED JUNCTION BOX BELOW . . . Y . . . . . . . Y . Y . . . Y . . . . . . Y . . . . / GRADE IN A SPRINKLER BOX - 5� / eoae OF PAVEMENT WATER TIGHT POLY/PLASTIC COVER INSTALL PALE BROWN FINE SAND(SP) O°j6.. . ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` PER MANUFACTURERS DIRECTIONS FOUND PIPE y y y y y i FLAG + + Y `FLAG i • i Y + + r """" '-^w""'" i _ / HIGHESTE%PECTIED ATER 20'SIDE PRINCIPAL SETBACK .- .Ti ---i .-^ . Y . y . + y i y k OVERHEAD WIRES ALL ELECTRIC TO BE PACED IN SCH.80 GROUND WATER ELE.3.1' t.. _...- •^ �� FAG /' / , _ PVC CONDUIT EL. .1' 6'-1" OBSERVATION NSTALLED WELL i . i i i y Y . y i y i� ^H•-` '�"i i Y i i . . i Y . 1 . . Y i Y � Y . . . i Y J �/`/V/ `• i / REMOTE PLC CONTROL PANEL y y . .P f i i i FLAGY . i i i i i i 1 i Y i i . . . . Y i i . l W/HP80 COMPRESSOR FLAG` � WATER IN PALE BROWN FINE ' BAND(BP) LOCATION PLAN WATER TIGHT POLY/PLASTIC HOUSEING i/ 7 1 FLAG J \,, ' / INSTALL PER MANUFACTURERS DIRECTIONS G 1" = 400'-0" y i , / H 13'-Or' / w k ' ` ` ` `FLAG, ` ` ` ` ` ` UJ 36"X36"X6"P.C.SLAB WITH 6X6W r v� FLAG � _ ,. \ F \ GROUND WATER ENCOUNTERED AT 8'4"BELOW GRADE X.4W 1.4 WELDED WIRE MESH t > . '��•� ;� . i i 1 i . i . . � / �� _ Applicant of Record: J Xr /r O i w FLAG �'--�/� \ X k / TEST HOLENO GROUND WATER ECINCOUNTERED ENCE DATED 11/12/2019 EL.4 o _ :� y�U. �' / �/ 3 6 Remote PLC Control Panel Detail MART "F" I SAAC - RA E 1/2 = 1 -0 �, m' / / _� ' ` '=# i ` Q4 11575 MAIN BAYVIEW RD SOUTHOLD 11971 g / / CO STORM WATER DRAINAGE SYSTEM S CALCS. � � o� 1 \ � �. W o� �`� ` `• .Pa �loo• // � � T. 347-276-6093 E. clay@isaac-rae.com f, a 1 �Tr1 o ___ LINE OF EXISTING PROPOSED DWELLING ROOF AREA KEY COMMENTS -" - -- .i f / LINE OF PROPOSED py� r WOODED VEGITATION EL.5 c SILT FENCE AND HAY sf� 1 0 I w o �� d ,- r'X BAILS+. / ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET _ _ � 1 EDGE OF PAVEMENT 1794 SQFT X.17=305 CUBIC FEET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED / DI NCE TO PLACED W LL r: N J--� n 1 \\ .4' • ^ WET / b�_ /.� o °o �''' r '� v,'. PROPOSE WATER LINE UTILITY POLE 305 CUBIC FEET/42.2= 7.2'OR 8'OF VERTICAL 8' DIAMETER DRYVlELL PROPOSED (6) 8' UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. GE ` ' �I ✓ v 1 _ - - ��- °� NYT#57 D1 DIAMETER X 2' DEEP IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR o g r 1 m O _ - EL4 PROPOSED (6)8'DIAMETER X 2'DEEP DRYWELL DRYWELL CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN LL F �:'r i i I m o_ \W PERMISSION OF ISAAC RAE ARCHITECTURE O _ 1 0` - D1 STONE E1.5 6125 SKUNK LN ('� f FOUNDENT 4. _ >; / W .�• d - - / `-_-___-- -, GRAVEL TERRACE o_W' I MONUMENT4.4 IMPROVED2 :'•` REVISED PER TRUSTEES - �-' M ~ x `�,� / `-�X Y / J\ COMMENTS PUBLIC HEARING ILIMI70F CONSTRUCTION DISTURBANCE PUBLIC WATER PROPOSED GARAGE ROOF AREA = M \ -'� �k Z �� • DATEDJANUARY17TH2O24 Z I PROPOSED (3) 8' (� N >PRINCIPAL ACCESORY .'/ _ - 1 - za' s" o ; rn / 1,840SOFTX.17=313CUBICFEET DIAMETER X 2' Project: Z ` EL o_' \ 0 8 31' BUILDING k BUILDING m I k �r� \ O 313CUBICFEET/42.2= 7.4OR8'OFVERTICAL8' DIAMETER DRYWELL D2 DEEP DRYWELL J x EXISTING SHE TO BE., „,,", „ ,n -?„\ \ N EXISTING FINISH �r ` REMo�� W Skunk Lane Residence 200 HAYWATER DRIVE / ` (P �1 PROPOSED (3)8'DIAMETER X 2'DEEP DRYW ELL FLOOR HEIGHT `\ x,K, / N IMPROVED ON EL.9 - I TES E �T LO >.. PUBLIC WATER EL.7 ' �` i I � �) aooMs. /" x , _. ., =LE. 6. I m 1 o' -2' �< D1 PROPosEa, ,� 6370 Skunk Ln, Cutchogue, NY 11935 MIN FLOOR HEIGHT BOV BASE FLOOD ELEVATION E%ISTING BRICK !-��, 1 FIRE PLACE TO BE ", ' /\ REMOVED ,� + `� _ _ • � TWO�L T` O I PROPOSED SEPTIC EL.8 •. 22'-0 SINGLE FAM .:. _ 1 SYSTEM SITE INFORMATION � WELLING' ,? _ Project No.: +/-7' CAR o D:1 z4 s, , ' � 1 I STCM NO. 1000-104-05-3.3 EXISTING GRADE Y-/ TWA 0 0 \ TERan°E IR-02 DRYWELL FOR ROOF p o , \ t SITUATED IN CUTCHOGUE DRAINAGE � ARpiGE _ � 14'- / �• � EMRY �: B- � � � I -_ ' 20' E k\ gET3PCKRAVEL DRIVEWAY TOWNOF THO SUFF K EL.8 S ORAGTeaaA E stoEPRtNaPa Seal/Signature: y PROPSED G ` 6425 SKUNK LN OU NY. r# C". IMPROVED G i / UJ EL. 5.5' PRIVATE WELL ZONING ' D2 ,2' 2' - .� A _ . " F_ NO R-40 q n I - �� / PROPERTY lJ � WITHIN 150 6' BASE FLOOD °' \ 2 "YARD PGGE O YBUILDING SETBACK- ' 20 _ -. - ro'stoE �� r LOT AREA w NON-TOTA LOT AND/UPLAND AREA=AREA 24,560 SF(.56 4118,5 5) 43 ACRES ��'}D /w� 100'WETLANDS SETBACK ®,ffi 'nn+nay'mvs �' ,i, EL 9 EL.B /I r 1 1 (• ) �j M`•" `i �►�'� 00' EL.7 EL.6 Lim //T�- �� - ./� f _ 1 50• 100'WETLANDS SETBACK I U7 S 200 36'10 L I ¢ LOT COVERAGE BY AREA OF BUILDING(ROOFED COVERAGE) CJ Y Max Envelope �� 8 tt rt p ------ , I /� 3 ` ALLOW ED=18,585`.2=3,717 SF(20%)PER SOUTHOLD TOWN CODE -0 EL.8 150' =TRACK FOR LEACHING I ? EXISTING LOT COVERAGE=6%1,588 SF STRUCTURE/ ELE.7.9' SYSTEM FROM PRIVATE WELL(INCLUDING I PROPOSED LOT COVERAGE=12% E%Pk,i ISION) I PROPOSED MAIN DWELLING=1,800 SF PROPOSED DETACHED GARAGE=440 SF S 690 23'50" W - 95.00' OVERHEAD WIRES I m TOTAL PROPOSED ROOFED COVERAGE=2,240 SF I p 6520 SKUNK LN I co PROPOSED PERMEABLE COVERAGE: T 397�,'1 ,,,�C�3 I IMPROVED ON PROPOSED GRAVE PROPOSED PERMEABLIE GRAVEL TERRACE=785 SF F OF t4 o PRIVATE WELL 100 SETBACK FROM FROM PRIVATE WELL I PROPOSED ENTRY TERRACE=210 SF CONCRETE I ? � COLLAR 2411 END PLUG �1j GROSS FLOOR AREA BREAKDOWN FOR PROPOSED MAIN DWELLING CI i '� I FINISHED BASEMENT LEVEL -- RISER AND Q' GROUND LEVEL=1,800SF TRAFFIC BEARING P.C. COVER N I 2ND LEVEL=1,175SF REMOVABLE FIBER JO[NT ' DETACHED GARAGE=440SF CONCRETE COVER AT NOTES, PACKING SITE NOTES SEPTIC TES SEPTIC CALCULATIONS GRADE 5000PSI MIN LEGEND Date; Scale; p1p0 Jontts to be sealed µfilth asphalts material or equrralent TABLE 3-MINIMUM I/A ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES AS NOTED STCM NO.1000-104-05-3.3 P.C.CONCRETED _! 2 invart elevations of all outlet pipes mast be equal Use or A-PROPOSED HYDRO ACTION AN 440 I!A OWTS CONCRETE -- ( - RISER RINGS TO low eitwfizaimn devices is recnmmendad. SDR 35- TOTAL SITE AREA-24,561 SQFT OR.564 ACRES B-4'DIAMETER TRAFFIC BEARING CONCRETE DISTRIBUTION BOX REQUIRED FOR 4 BEDROOM MINIMUM CAPACITY 440 GALLONS PER DAY EXISTING CONTOUR I i `� , ' `t t L' D3034 SITUATED IN CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY NY. _ Drawing Title: GRADE 5000PSI MIN BAFFLE C-SEWER LINE CLEAN OUT N 3.The pipe inall the septic tank to the distribution boX Inlet. UPLAND AREA=18,624 SQFT. !! I C[ SEWER PIPE, TYP D-8'X 2'PC LEACHING POOL WITH TRAFFIC BEARING SLAB PROVIDED FOR 4 BEDROOM PROPOSED CAPACITY 440 GALLONS PER DAY _ _ ; ! /r PROPOSED SITE PLAN INLET sopedatleastve"pertdal-gravity. THEREA ONE PRIVATE WELL WITHIN W OF WATERS IS. BUILDING SETBACKS r � E-8'X 2'PC LEACHING 50%EXPANSION LEACHING POOL WITH TRAFFIC BEARING SLAB - i CI 30' BEND THERE ARE WETLANDS AND SURFACE WATERS WITH 300'OF SITE ' OUTLET 4.7hesbpeofouUetpipes(Peaderp!pes7benveantbe TO SEPTIC F-rHYDRO-ACTION CONTROL PANEL AND AIR PUMP LEACHING CALCULATIONS ? = distribution box and distributor laterals should W at least 95'TO INTERSECTION OF CLOSEST ROAD(HAYWATERS DRIVE) ------- WETLAND SETBACKS i 1 N P.C.CONCRETE Q G-PROPOSED ELECTRICAL PANEL,ELECTRIC LINE TO BE PACES IN CONDUIT 1r32"pertoof. FROM TANK FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP NO. TABLE 4-MINIMUM LEACHING SYSTEM DESIGN FOR A FOUR BEDROOM RESIDENCE 1, DISTRIBUTION BOX z -� H- EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDONED OR REMOVED I I 1 I F f 8 1 2 2024 1 iu ZONE 0164 ( SHALLOW GROUND WATER. SITE BOUNDARY N 5000PSI MIN � DWELLING / IN ACCORDANCE WITH SCDHS STANDARDS r ° a 1 5 Baf elequiredforsipharlarauamaCodosingordiraet �� ZONE AE:BASE FLOOD ELEVATIONS DETERMINED I-SEWER LINE FROM PRIMARY RESIDENCE 4"SDR35 PIPE, 8"MIN SOIL COVERAGE _ _ I o Z N vlpe slope exceed,t/2'per toot ZONE X AREAS OF.2%ANNUAL CHANCE FLOOD AREAS OF 1%ANNUAL CHAN REQUIRED 6 pool;2'deep,8'dia.300FT2 SIDEW ALL AREA FOOTPRINT OF EXISTING N 1 Z t FLOOR WITH AVERAGE DEPTH OF LESS THAN V OR WITH DRAINAGE AREAS W - i L -- - Drawing No.: ��------ 5.©alfla can be INJBt in or a pipe elbow or tee(","1 BUILDING&PATIO O LESS THAN 1 SQUARE MILE,AND AREAS PROTECTED BY LEVEES FROM 10 PROVIDED 6 pool;2'deep,8'dia.3001 SIDEWALL AREA WITH 50%EXPANSION POOL AREA OF WETLANDS 1, 7.The boxes shall be installed in amfnrmanoe with ANNUAL CHANCE FLOOD. (��) CLEAN SAND PEA manutarturers Instructidns.- C[ 60°PVC WYE GRAVEL OR N / - - - PROPOSED DRIVEWAY AGGREGATE 3/4-1-1/2" CI TO PVC HOUSE - - -�T -P.C. DISTRIBUTION BOX MARK B CLEAN OUT D AI MARI� "L" Proposed Site Plan - -- NVE N LOCATION OF PRIVATE WELL ON NEIGHBORING Q D PROPOSED DWELLING ( 1 \ N PROPERTY R 1/4" = 1'-0" 1/2" = 1'-0" U 1" = 20'-0" - - YVV ATE IS NON TURF BUFFER HEALTH DEPARTMENT APPROVAL STAMP _ - - HA Maim Diane From: John &James Pappas <nofocutchogue@gmail.com> Sent: Sunday,January 14, 2024 1:28 PM To: John &James Pappas; DiSalvo, Diane;John Pappas Subject: Re: Objection to HC NOFO LLC Proposed Development at 6370 Skunk Lane Dear Southold Town Board We wanted to provide a few photos taken from our window of HC NOFO LLC's 6370 skunk lane property from the recent storm. As the photo shows,the water levels rise all the way up to the proposed development.We are deeply concerned that if this project needed to be moved back to avoid the wetlands it would encroach our privacy.This is a significant environmental concern as the construction as proposed can pose a threat to the delicate wetland ecosystem. The rain storms have gotten worse and water levels have risen and continue to rise.When was the last environmental survey conducted ? E C F iF W JAN 1 62024 5auth�,d 7ovrR bend of Trustees 1 RI VA �P �",■ .� ate. a • '� .� a�"�• �� A apt 010 lb 1 r 110APr ^ r; f ' ' ►I ' .. Fr POW — � -�apt— ;..: ,, " vim . -;,;� •� �C • 4 " ,+ / r � v' •[ �� 1��• ,y t •may f M��. '� aw• y.• �,!i�. �' •+��, r f" ; '� � rod � 1 'r'' ' • Y Y ;•.7r " '' " 'r'—r -► + ,� `� ,� -._! �.�.. . �t may,' .: • 1 • '. ••. • • •• • • WA 14 4 •sa.t y '•`s •'.rF �, r I ��1r7r� '`.FA; t x�''�e'� � �.Y��At�~�/ ��'9� �w ,.`'�'y✓'� ,ti iy S ''X�B��`(*'� ,,�F / le � �•ir r�.._. y I r �"--�,r•w�_� "dry ,_f. '� � �T Y [ Y Y V f �rC ', 4'�' �. • , i .•y.` °,.' k ra4A •per ' �+.1� .d� •a. it 4M y�l 'fir L,. t}¢ .[yy�� 1 T ?�� 14 !r } y'•.- t r r apY µ .-. -..; *, '-.•- - 4 °i r s. ,y 11^;�rh4. 4w r ,r I , 40 r �'�{�-•-��1 I r..�.. i.f�[r. 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( t .t 1+r-. t.-,,�, �..sy+t.... .. Glenn Goldsmith, Presidentw� �O� Town Hall Annex A.Nicholas Krupski,Vice President !.;`a 54375 Route 25 ^' P.O. Box 1179 Eric Sepenoski :v Liz Gillooly , Southold,NY 11971 Elizabeth Peeples `= 1 s�a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: r& 4_ Completed in field by: 02 LcAkin1+11 Margot Coffey & Clay Coffey on behalf of HC NOFO, LLC requests a Wetland Permit for a proposed two-story, single-family dwelling to replace existing single-story dwelling, to include an addition of a new 440sq.ft. two-car accessory garage and proposed 2,465sq.ft. gravel driveway; existing 883sq.ft. building to be demolished with the newly proposed ground floor to be 800sq.ft. and a proposed second floor that is 1,175sq.ft., total square footage of new two-story dwelling to be 2,975sq.ft.; a wrap-around ground floor terrace on the north, west and east sides of the dwelling totaling 1,008sq.ft.; a 250sq.ft. second floor deck; one (1) 62sq.ft. built-in planter to run adjacent to the north side ground floor terrace; install an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands; install 8' diameter by 2' deep drywells with gutters to leaders to drywells to contain roof runoff; and to install and perpetually maintain a 15' wide non-turf buffer area upland of wetlands to be composed of native vegetation. Located: 6370 Skunk Lane, Cutchogue. SCTM# 1000-104-5-3.3 Typ of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: 'iChapt. 275 Chapt. 111 other Type of Application: J Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: /A Present Were: J G. goldsmith �N. Kr pski E. Sepenoski L. Gillooly .� E. Peeples 05• j�C Glenn Goldsmith, President ,��ti. ©��_, Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski m ? P.O.Box 1179 Liz Gillooly � � 0�r' Tele honSouthoe X631 765 1892 NY 11971 Elizabeth Peeples p ( ) Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time'-1 {; i,� Completed in field by: & Margot Coffey & Clay Coffey on behalf of HC NOFO, LLC requests a Wetland Permit for a proposed two-story, single-family dwelling to replace existing single-story dwelling, to include an addition of a new 440sq.ft. two-car accessory garage and proposed 2,465sq.ft. gravel driveway; existing 883sq.ft. building to be demolished with the newly proposed ground floor to be 800sq.ft. and a proposed second floor that is 1,175sq.ft., total square footage of new two-story dwelling to be 2,975sq.ft.; a wrap-around ground floor terrace on the north, west and east sides of the dwelling totaling 1,008sq.ft.; a 250sq.ft. second floor deck; one (1) 62sq.ft. built-in planter to run adjacent to the north side ground floor terrace; install an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands; install 8' diameter by 2' deep drywells with gutters to leaders to drywells to contain roof runoff; and to install and perpetually maintain a 15' wide non-turf buffer area upland of wetlands to be composed of native vegetation. Located: 6370 Skunk Lane, Cutchogue. SCTM# 1000-104-5-3.3 Type.of area to be impacted_ ✓Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: y Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: 1/ Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: s. Present Were G.yoldsmith ✓'N. Krupski E. Sepenoski L. Gillooly �,_/E. Peeples , , • � � ' HC Nofo,LLC E " k i �1P s - .; 370 Skunk Lane,Cutchogue '�' »,- �~ � � 41I, f CTMW 1000-104-5-3.3 12/6/23 r j ej 4x t t-"•�1+F"�c - 1• ' ,., - r.5 F♦. f 1j1,:7 '. w JK,�r-`, * i 4j'.tZ i' s -14 #; f �. ,.�.i f ,p 1.'.11.ti.:��+ •'�.� 'w ��1. ,9��w '��yr„� ..f •t wyy yrs - �-�' . /w +y •I F "yyyy��yMy�ff� � �.ww � �..�+� 'CAS, � .•� .��.: -'[:L.S.�� ■..� 1 ��- ._. .s r,fir k� ric � � �. x 'R�aL—•�'4F 1 l�j.� �>S .M�i •Y l' �� YM y\ .+V tl`a°� f` L/ro�x �r l t+ - y '.�;+ �'��`�!Yb'��. �•'��t►�...�` � � �• r -S Irk - a M AP to r _ jp fid �r YF _ �',• + _.,',� hT ,� ,� � .�_ , -.. fir ".�•.�� ` - . � v �1 A .� ,r `A� ;A ;rr.. . S�.i�S i _ ,.� .. 5.1 � .s, ��I r' -� -n •; � , � � r. '` i r,.y� v � t y�,� � .�� f•~ Vic,.4 ��i � ��'�• �•.,�`" _ - :.r � ,i r r ��.F•f Fi �e�1 LL. 1 a ,►i ��• - ... .. "t. � c '�• c ' �, ►• �+��..+. �t��'ii.mal 1�. a, ..,t µ > �y f l .. .. M S -... At so . r 22 , .pia. �' .! _ a,�p:. ra F 'w� '+�'4—• ', L '� `. .. � � � +r ` 4 T�� -� _ '•.�. +�'�^,� �'�.� '� �� o _T �`�,. '�'} M, a "''��..ate ' � ter • , ,aJ � 'a�y�w � r � •i ' , ,�,,,�! ' G _ �•tia r. N f f : . .. 2!/. . .6 l 2 0 2 ��l I.JLL ,� r All Olt �4o p• , Od rf„ ( } r� oo a 6 lot- '` � •� !! '. '/ � `- •A .�•r. I� •fir l� �. ori � r I tir 1 i ��'� / ��,°.��' .i �.�..., .,1•gra✓ 1�� , •�/1'.._d. � �'� ��jr �' °Y, ■ ! � , x.1,7 `• 1 v + • .`'/,]y ,,., ,j f r kM sp;ria fewl amr ra 1! i .w 4r f. • l • op 0 ,' •/ '�,.► oi -VF", ' vv r• a ✓hw Vr• s � f 1 . ( +'!�.:�+ ' el a S F Cantrell, Elizabeth From: Terry, Mark Sent: Tuesday, December 12, 2023 12:58 PM To: Cantrell, Elizabeth Subject: HC NOFO Elizabeth, I have reviewed this application and would like the Board to refer to the Inconsistent recommendation made in the previous review of April 2021. Mark Terry,AICP Assistant Town Planning Director Local Waterfront Revitalization Coordinator Southold Town Hall Annex 54375 State Route 25 P.O. Box 1179 Southold,New York 11971-0959 (631) -765-1938 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex eg+a P.O.Bog 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 766-1938 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 FELIERSTEIN, 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 FELIERSTEIN, 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 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 faraway from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for: fl� 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 written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney John G.Stein,Chairperson co Town Hall,53095 Main Rd. co Lauren Standish,Secretary � P.O.Box 1179 Southold,NY 11971 4.' Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., November 8, 2023, the following recommendation was made: Moved by Carol Brown, seconded by John Chandler it was RESOLVED to NOT SUPPORT the application of HC NOFO, LLC to construct a two-story single-family dwelling to replace existing single-story dwelling, to include an addition of a new 440 sf. two-car accessory garage and proposed 2,465 sf. gravel driveway. The existing building of 883 sf. will be demolished, and the newly proposed ground floor will be 800 sf. with a proposed second-floor that is 1,175 sf. Total square footage of the new two- story dwelling will be 2,975 sf. Construct a wraparound ground floor terrace on the north, west and east sides of the house totaling to 1,008 sf., as well as a new 250 sf. second- floor I/A septic system. Creation of a non-turf barrier 15' upland of the wetlands composed of native vegetation, install drywells with gutters and leaders for roof run-off, and retain and establish new native vegetation to provide added soil stabilization and filtering capacity. Located: 6370 Skunk Lane, Cutchogue. SCTM#104-5-3.3 Inspected by: John Chandler, Shannon Wright, Carol Brown The CAC does Not Support the application based on the topography and soils, and the location of the property in a flood zone. Vote of Council: Ayes: All Motion Carried Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Monday, November 13, 2023 8:30 AM To: 'Margot Rae Coffey' Cc: Isaac Clay Coffey Subject: RE: HC Nofo LLC Good Morning, Please be advised that this application will not be kept on November's agenda per the Board. This Board is has new Board members who have never seen this application or the original staking. Also,this Board has consistently required proposed structures be staked out even if a permit has expired and is being re-applied for. Regarding the noticing, the Board noted in their field notes that the sign was not posted at the time they performed their inspection which was in the afternoon. The Board considers this a requirement to be seen when they arrive and because it was not found, re- noticing will be required. Senior Office Assistant I...OW11 of So urliold flo rd oG"...I.'rc UStL S Office: 63 1-765-i 89 FirtiQ:d.: c:1izai::ethc@scut1)ol.dtow n''Y,90, From: Margot Rae Coffey<Margot@isaac-rae.com> Sent:Thursday, November 9, 2023 12:08 PM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Cc: Isaac Clay Coffey<clay@isaac-rae.com> Subject: Re: HC Nofo LLC Hello Elizabeth, Sorry to hear this. I am just wondering, because this staked property has already been approved by the Trustees, why is the staking necessary again?Nothing has changed for this proposed project since the Trustee permit was awarded. We did post the property yesterday, but it seems you came after we did so (image attached). This project has already been approved by the Trustees, but the permit expired over the summer. Is there any exception here given we've gone through extensive process and meetings with the Trustees already to achieve this? Thank you for your thoughts here. Thank you, Margot On Thu,Nov 9, 2023 at 11:13 AM Cantrell, Elizabeth < lizabethc( t�.�.soutl ld•n •u wrote: Good Morning, i Yesterday the Board of Trustees performed their field inspections and found that the proposed project had not been staked nor was the noticing card posted on the property. Please be advised that due to those issues the Board has determined that this application is being postponed from our November meeting and rescheduled to our December 13, 2023 public hearing date. The next field inspection is scheduled for Wednesday, December 6t". Please be sure to have the entire project staked out for that date. Also you will receive a new noticing packet in the mail as you will have to notice or re-notice the adjacent property owners of the new meeting date as well as posting the property, all to be completed not less than seven days prior to the public hearing. Sincerely, Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: .lial t� c �,otatlt� l��ttta : Margot Rae Coffey Co-founder e: auKlr a a r�w „e t:646.275.2447 Isaac-Rae Studio New York,NY I Southold,NY isaac-rae.com 2 - - . -, . . . w „ , 4 ill�,'1,+i,I � "" ,, ,,., L .. - ,� 14, i,y"'S�•i t, t, , ' l ' - .. �+� ," '' Y mow/ Y w� ! ,,,,.wr - �'M� �/ F Y III T+ i �Y+I 3/ II'�.'.,..1,'.X-...,T; .*:_R�J,`*�."."NI_.,*�..K_.I,'.,"**---*_.I M**-,**._..A�_...,li�-V,*.I..'-1:'1:z ff,1.1".,'.,u,'._�:*._...��*f�:"-:I�..'.....-�./,::,,..\.�_�_:...:.I."_*...,.....�..*...,'.*...' ..�I'H.,..,�.\':. 1:.'..-1..-....-.*.'...*.'I_l,.C.1I.'-..-.x....-.,.�.\.....X 1.*':_..:,�7,..-1\��''-...�-.. _*",.�*.�%'\.:."....,I,',,'''_.,. .�I-\,*f.,._,�.1I.\\.eo......�'1" .1I II I.I 1I.I1 I IIII I I I .I I.I..I II�I ""II I,11111�I IAIl�I 4I!.�!:I::I;�..�I�I..tI I1 II I I.I.;;II�TI6�I�I I.II.IfI 1.I 1I'�1�I I��I"I".II ,.>II II1 II�III I>1��I,.II.,II 1�II,71 II1..1I1,II1II 1..1I 11I.II I III II,I�.I�II 1I.I'I"II�I IIII I'-I I EI I�III"II ILI I�II.II I1 I..II I II II 1I�1I.�1II 1I..,.1I0:I...I.�I.,I,I I��I.I�,I I I1 17I1M IIII.I II.�I�II..-I II'I1 II CII�1 1I1I I1 I-I11 I11"I.;II II, ]I I II IIII I I.I..I�.�I�I-1III 1�1I.I.1.I�.1I��1,��I III-I�I��I I 1II.I1�I"I.II.-IL,�,II.I.�I I I I I II,I III I IKII�I 1 I..I"I i 1"..�..I I I�I�I�.,III�.�.I 1 1,�00 1"I I�'.lI�.I Oa",I I11,,I"IIl.I 1.I 11II I,I I.1.I1 1.1II 1�."�FI I'�,1I I,I"II�I.;,�IL II.,-��I:I.I'II 1I1,,I.II I I,' P . . .11_';, :' � SUFFOLK COUNTY, - PHEW Y RK I>II Il-I`I I,L I, II II II 1 III III III II II I. ;lq. ' ' SUBJECT, S.C. TAX No. 1000 10 --05-�-' .3 PREMISES I,l r , , . " DECEMBER 1 $ 200�8 , ' NOVEMBER 30, 2009 UPDATE SURVEY" " ,, ' }Ay}fj� MARCH 16, 2010 ADDED PROPOSED SEPTIC SYSTEM . JULY 29, 2010 ADDED HAY BALES ... APRIL 5. 2011 ADDED ADDITIONAL NOTES - JUNE 15, 2018 UPDATE SURVEY AND ADD SITE PLAN . .0�, c� DECEMBER 23. 2019 LOCATE WETLAND FLAGS t' ., NQVEMBER 10; 2021 REVISED PRgPC}SED HCtUSE IIII II IiI I. % TOTAL LOT AREA 24,561 sq. f#. . 'o M, ..t! 0.564 cc. '°:'' WWarEa SCALE 1 "=8C1{ ' UPLAND AREA = 18,624 sq. ft. , ,, _ � -.� TODD FEUERSTEIN ' , 4 ' - - - .II ,� I II I. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM . �" ; '; ,' w ��4, '" g' .: EXISTING EI.EYATICtNS ARE SHOWN THUS. F", Ca/N•' . . a " ''',.'; •' . ., "" e ."A x4a ��N .,. EXISTING CONTOUR LINES ARE .SHOWN THUS: --'5-- --•� " "• . AWA 3r� - . , +" ' ': '.; '� 5 p4' PROPOSED CONTOUR LINES ARE SHOWN THUS: . !:'' �" `' 4 X4 s'� .fix PU' • r :_ # .. q*. ,•, ''% • 9 � F fL FTRST FLC)C1R ".f i, �: . . d • a ^ • • • A =--^ "".» e i • 4 • . - . .* � T.W. -- T� ALL t" 45 _ . y=_ _. �_. :.g. . .7 ,.�• , . ° .• , , p" ': + -. 'd I 11.W. - 801Tty1r1 OF YPAi! , 2. FLOOD ZONE 'INFORMATION TAKEN FROM: . . EDGE of rAw�+errr ' . ` ' ' . A; - ,��+ yfl 1 C g«,." '` 7' FLOOD INSURANCE RATE MAP` No.' 36103COII 64 H TTT ZONE AEi BASE FLOOD ELEVATIONS DETERMINED .`;.• ' - % x -� !nr�s t ''`" f LP' ZONE X: AREAS OF t�.2% ANNUAL CHANCE FLC3C?D; AREAS'OF 1% ANNUAL CHANCE FLOOD , 4--�' `"' • __ " -w �r l i ; WITH AVERAGI t?EPTN C1F.LESS THAN ;1 FOOT OR WITH DRAINAGE AREAS LESS THAN -- _ -- a- 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. t . 4. MINIMUM LEACHING SYSTEM 'FOR A 4 BEDROOM HOUSE IS 30 sq ' ft 'SIDEWALL AREA. E; ,'`" 5,« AL o "�' A v ` 6 POOLS; 2 DEEP, $ dia. !,, i t, I PROPOSED 50?6 FUTURE EXPANSION POOL . 3 E.R %. I I PROPOSED BUILDING COVERAGE PROPOSED $' DIA. X 2' BEEP LEACHING POOL {i '`" '� I p► / OVER UPLAND A r . I H t'"""'' REA t1$,11$ sq. ft. a',`I,'.e:: - 1111L r� j I 6.{I 1 \ • 0 DESCRIPTION AREA ' . X � � . . ,, 't., 'p' '•,r,• I � 4 R S , , k',�, -,, -r�x x {, t LOT `W i{w.aA{yC . � � �- � f �,.,+�'� C� dISTRII1UTIt3N Hax tg�, HOUSE i 7'71 sq. ft. . 9.8X 1 '< .4 1' - ,, 7 .�:; .::.....:;: �r ::::` w E Sao aq. t#: .�Ix NYt3RQ ACTION AN 44t1 I/A OWLS .I..t ""';' N f .,:• :*:I::`•== :' :< `� � TREATMEN A = s t .�IlL �' fr =..,.., TOTAL PRC}P/yS Ct I,2 ft 12 2X . ( ' .i," 4 .� 'V/ E iR.,J6� iY F7. IL�tILA 1 j\j�` i J _ ' `` :t L3 i H ' a" ION A D CESSPOOLS SHfl T E "LOCAL OF WEDS N WN HEREON ARE FROM h 7"' FIELD. i ;p: "•Cf :J !'•t("'q' p* ' x 'i7�• 6• ` "OBSERVATIONS AND/OR DATA OB �j�+/ {}#j': a' TAINED FROM "OTHERS. '< :: "1: :.: 6. EXISTING '" _ .:..-..,.; :.::•;.::::::. t CESSPOOL TO BE PUMPED "CLEAN AND EITHER BE REMOVED .OR FILLED WITH €,'. `:; , „ dl.wl : ,%%,*" :.:�:. .:..::.:':.:. N_ t PROPOSED TOTAL COVERAGE . .�< . , - : : ::;: .:, .:`:., CLEAN SAND AS PER SUFFOL.K COUNTY DEPARTMENT OF HEALTH SERVICES STANDARDS. . ' '.` :: : OVER UPLAND AREA {18,1 $ sq. ft.) ::t' �' DESCRIPTION AREA X LOT C RAG . .., :1: OYE E c HOUSE t 771 s f#, .� r 9,. 5 4 q> 7% . ':: �` , rRGt- Al+� :'' R a mi%.V. *, �' .� GARAGE 440, sq: ft." 2.#X �„ n e ,.. t 1 F` �D 4>' -' w :S$��;:, ` �a > I ) ( } NTFtY TERRACES 214 sq. ft. 1.t74: . �' '. :',l `" `'`�:' " ski 0 ;a rs, . � ." ., " 1 REAR TERRACE 790 sq. 0. 4.4X , ''�` - ,.wI.» '�' � � � �- � . TOTAL, 1yROPt}SI=D :t,2t� sq. f#. 17.7X �'r � �' ' - 1 � :. N,':;: :;: ' �° «,, HOUSE ROOF AREAL '1,771_sq. ft. t ~ ,'" 1,771 sq. ft. X 0.17 -- 3£}i cu. ft. f `. , t ' ,:.:• r, :,, 3fl1 cu. #f. 2,2 .1 vrticr�I ft. of $ dta. Iet►clnc pool rqufred °ti'-`;,>.• ;�;:,:,::: .." .., ©� PROVIDE (4) $ did. .. ` X 2' high STORM" BRAIN POOLS # �, '. 'f 440 s ft .�' i 1 .. # j " GARAGE ROOF AREA: q, , , '°x t 1 ...» ,"" '.. t '` ,..,� -- {7E57 HOLE DUG BYtNAtJ ? GF SCIENCE ON 03112110 440 sq. ft. X 0.17 75 cu. ftY ` i I X,r h' x\ \ 75, cu..ft. ,/ 42.2 = 1.8 vertical ft. of 8' dia. Leaching ,pool required ` _—,;•11 . -m 'a` - EI« 6.D °. PROVIDE (1)" 8' dia. X 2' � high STORM DRAIN POOL , ' ~` o , 1 1 PROPOSED 8' DIA. X '2' DEEP DRYWELLS WITH 1 v, 0 \* $w ;;., GUTTER LEADERS FOR ,ROOT` RUN—OFF IlIII1II.111.I1r,�.I.,1I,��,,�II',��I�,-�11��,�',II,�.I,,II I 1,I.II,�,1..V-I II,I',1 1�.,I'III.,I,,�.I LI1II I,r"-"-r��11�y II.1�PII 04�.I I 5Lw��II�6 i.II I—-.AI1_,1�-I I_�_I,I�.�;LII�I IX l'r-IA?_=,*v AZ.-1I cl--.;I1z�I,I1II0 I i�14.oI:I..I�-1 I-�.I e)A,,,,1-I--I 1!�,II 4,&�I I-lI AI ,-.�,��I,�. I.,A I.LI�L,"I.,I w\�-I,,x&4&,L I�_. ,._�I-I E,I��I.III-II�.,I,.L,'.m'**E4\.I�.�I,-v.I,.0L 041_P,..t 4,--,.c *.54(�I1�1,/I,/—NIII'"PI,..o QIx''�I1,�l:a�,",_I.I.�1 II1.4\..*_.—::-� '' t \ x- ,.r \ 0 1 h,N . PALE SR WzzN FINE SAND SP . ."I'.�S.A�-I%3...L L.,YA_%.I 4�:::I I�.�I-�..Aj,.V�.�C��w_.�IP-0*I A%dl�-�_�,,��0�A,V,,"t A#7kS m CA I1,P�2,"r�.k4�A Is%�.�L e.u'$',�-.,.—A.-4'.�.k11U�.%t4 I1,,-I1 I�.1—=�.10,M.I..I-I I't-m-.4*0'�_.��1.d v L0.—..t.�.I3A,��Io o�.I-,I�--0, ,� ' r L �..Yc TEST WELL NoTC710GR WATER . +!�'SA -i 187 1 WATER IN . ,�}j� �' PPII PALE I� F#dt: SAND SP „ '"', _ J �y� L I Ia" 1 1 3 '. _*'; - r r" V PREPARED #C COIMANC.E WIH THE m"" STANDARDS FOR TILE SURVEYS AS ESTABLISHED ';/i .' ,, BY THE LfA LS AND APPROVED AND t FOR SUCH LIiE ENT YORK STATE LAND a i", TITI E �; + j , I I ;•q,' ' R' i�-1. "" r , .,w . . ° i_ ZIf,,�{ .., I , i N.Y.S. Lia. No. 50467 ,F:, r'l UNAUTHORIZED AM" '�" .& • TO THIS SURVEY >S A VKxI1TK1 OF SECTION '7209 OF THE NEW YORK STATE, ,+',t. EDUCATK�N LAW. . COPIES OF THIS SURVEY MAP NOT SEARING n %%i THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALT. NOT BE CONSIDERED TO SE A VALID TRUE COPY $. . + - _ - I .. CIYCtFICd1T'tQNS AVDICATED HEREON SHALE. Rt�i SurCces3or T0: Stonl�}r �: I3gk8�11> ,1r, L.S. - . . , ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED AND ON HIS BEHALF TO THE c TITLE COMPANY. GDNERNMENTAL AGENCY AND Tifie Surveys Subdirisinns -- 5+"fie mans .Cculsfrrac#;on L cr# TO THE ASSIGNEES OF THE LENDING RM-,• PHONE 631)727-2090 Fc7x 611 727-1727 . �,, '. LEADING #ISI IUMN LISTED HEREON. AND TUTION. CERIIFlCATi0N5 ARE NOT TRANSFFRABLE ) ;r ' 3 THE EXISTENCE of RIGHT of WAYS T1t77CE Lt9CA7Et? AT M41UNG ADDRESS � ' . AND/OR EASEMENTS OF RECORD, IF 1586 Main Road" . P.O. Box 16 I. III w . ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport. New York 11947 III WANOW MMOSOMMO . I. Glenn Goldsmith, President Town Hall Annex A.Nicholas Krupski,Vice Presidents t 54375 Route 25 i? Eric Sepenoski P.O.Box 1179 ,Y +�, ,� Liz Gilloolyp,�» "" Southold,NY 11971 Elizabeth Peeples o Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report DatefTime: '" 114.Lq3Completed in field by: Margot Coffey & Clay Coffey on behalf of HC NOFO, LLC requests a Wetland Permit for a proposed two-story, single-family dwelling to replace existing single-story dwelling, to include an addition of a new 440sq.ft. two-car accessory garage and proposed 2,465sq.ft. gravel driveway; existing 883sq.ft. building to be demolished with the newly proposed ground floor to be 800sq.ft. and a proposed second floor that is 1,175sq.ft., total square footage of new two-story dwelling to be 2,975sq.ft.; a wrap-around ground floor terrace on the north, west and east sides of the dwelling totaling 1,008sq.ft.; a 250sq.ft. second floor deck; one (1) 62sq.ft. built-in planter to run adjacent to the north side ground floor terrace; install an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands; install 8' diameter by 2' deep drywells with gutters to leaders to drywells to contain roof runoff; and to install and perpetually maintain a 15' wide non-turf buffer area upland of wetlands to be composed of native vegetation. Located: 6370 Skunk Lane, Cutchogue. SCTM# 1000-104-5-3.3 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: ' /G. Goldsmith N, Kru ski V11" E. Sepenoski L. Gillooly '° E. Peeples z , •. DRAWING ISSUE Specifications NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES "' 1, Concrete-5000 psi @ 28 Days 2 as 5'e"Diameter 4". 4'1"Diameter 4" 4ea Addit.#5 Bars E.S..Opg.(Typ.) Welded Wire Mesh 2. Rebar-ASTM A-615 Grade 60 '' , dit,#5 Bars As-0.12 IF q YP .. - 2 :. ea - ,--- i s -in/ T , 3. Welded Wire Mesh-ASTM A 1064 LL F MATERIALS 3 til F .-" A ''':'tl,'',.,. f>- ` �:� `� w 4. Joint Seal-1"Sq Self Sealing I' 4 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOW N OF SOUTHOLD AND THE SUFFOLK i ' ''' 1 ' ,. � ; f R fr-Y~.-,�`�\ r *� Butyl Rubber Gasket Equai COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 5 , , . •';'t'. ER 18 2018 UPDATED JUNE 15TH 2018 ' � ,r , : ` � 2. SURVEY BY NATHAN TART CORWIN III LAND SURVEYOR DEECEMB :•;;y'' , I ;_' ,r y r �t - f ` To Fed Spec SS-S-00210 3. ELEVATIONS SHOWN ARE BASED ON USGS DATUM(NAVD 1988) 6 _.•'y'.''„'•', � ' '. .,. ; R tt I 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL ;',�,I,;II, ,;',., •'',; ; ' ? 5. Design Load-AASHTCI HS-20 Loading Or ITEM P/N DESCRIPTION QTY: SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. 7 ,, �* Outlet 992 Working 515 Working Inlet In ): i 300 PSF Pedestrian Loading 1 5. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE "i ' "` 1' > '' t Daltons A Gallons a HA-180053 Af1440-C,245 NITROGEN REDUCTION COMPLETE 1 AND/OR SANITARY LINES OR STRUCTURES. 8 i', ;,, ,:, 6. Internal Components Not Shown For Ciarfi 6, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK P tY- . I ;1; ' ' TANK,PRE/PUMP 400 1`i ,r if < ,� < '�\' = z J See HydraAction Assembly 13rawing For Details A 180052 1 7, ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES. 9 " I 1' !' CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE.DEBRIS SHALL NOT BE BURIED ON-SITE. '''i'' '"'1''''' +' � ' I`:. : ;. ` ' - 7. Access O Openings s Brou ht To Grade B Brick Or B 130002 Kir,SNG 2 TANK CONNECTING STANDARD 1 10 ",if. ,,�'�,,,,.,,!r I-! � \..- �,. ti f p g g „ y 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE Precast Collars Topped With 3 Locking I ASSEMBLY,RE-CIRCULATION 245 COMPLETE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. I. 1 "I ? `, ' ' 2ea Addit.#5 Bars C 100110 1 11 I `mow ., rf' C.I.Covers(Not Shown) 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. 1 ;,,'I:, t`",.: i � `, Continuous Each Side D AN400-P Afi400-C W/PLATFORM COMPLETE 1 10. SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS. 12 l:,{•+. •,,,.:r..,. .,t,''.' :. ...... . Welded Wire Mesh # OCE Of Openings , � 5 6" .W, 8. Operation and Performance Of This Unit Is 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE "'';,' . OPS,EC50-30-L-80-PLC ^ AS=0.12 sq inllf E EC50-30-L-80-PLC 1 AREAS,PONDS,DRAINAGE INLETS,ETC.THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL r t.',', ,':.:' .. .. , "''' Solely The Responsibility Of HydroAction And ,.', f,.._la ,,,,',' ;':,'.,' Welded Wire Mesh /fl'"""'y 2eaAddit.#5 Bars ' CONFORMTO'THENEWYORKGUIDELINESFOREROSIONANDSEDIMENTCONTROL". DRAWING REVISIONS ! �► `'I Its'RB resentatives 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD ; ,• , ;', I As=0,17 sq-in/tf P Plan View - #4 Transfert3ars PROCTOR TEST. ,•,;, :,;",'';';.' ;; .,. 1 ,' I Tv Slab 9. Earth Fill: N0. DATE REVISION 4 „ , 13. TOTAL LOT AREA AREA=24,561 S.F.(.564 ACRES) `', (4ea Side Evenly Spaced 6"Min to 3'Max For HS-20 14. THERE IS ONE W ELL WITH 150 OF THE PROPERTY.PROPOSED OWTS AND LEACHING FIELD ARE NOT WITHIN 150'OF W ELL. ,,-f1 ,. 1,,' ',,"I,'1;''','.• Vertically In Wall) 15. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE ThE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. 1 3/07/2022 SUFFOLK COUNTY HEALTH DEPARTMENT :.i,tl,', '., 6 Min to 5'Max Far Non-Traffic 16. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY 2 6/14/2022 NYS DEC REVISIONS 'I �'•,I " 10. Water Table T 3'Below Finished Grade 17. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH.The DESIGN ENGINEER d,"L"''I','; ;,",,' SHALL PROVIDE RECORD DOCUMENT S AS REQUIRED BY SCOH. 3 1' ',.,,.i' .I. , -, ..:1t�,t..,,i,:( /r,'„' 11. Bar Cover=1-1/2"U.N.O. 1 18. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE OWNER AND INSTALLER MUST BE MAINTAINED. , (,y ,', . .': 4ea Lifting Lug(Typ.) 19. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. '4 1"!„t,.,y, ',,, I '' 10 9" Welded Wire Mesh 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 rJ "'y'i'i'`` T 3 11/32"- 4'1 11/37' T 49/32^ POSITIVE SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT.t'',f, '�7"e - I As=0.12 sq-in/If Typ. 21 OR TO COMMENCEMENT OF CONSTRUCTION CONTRACTOR SHALL ' CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRI t'i', `I"' �, 2'p"Diameter, 11 2'0"Diameter I NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS 6 ,•t;t�,, I f l E 7 j,t'ra,'I;"I— Butyl Gasket Seat +w R. ( 8 V, b .. /� Ia;'1'`,' ,,.-" 4"In1ef Pi e �` "T U. " TYP.N0.1,89.OR 9 AGGREGATE IN OPENINGS 4"i7utlet Pipe: _ Liauid 71 -� _ p y�i,( - to -- �++ 4 '; - UNI CONCRETE PAVERS MIN,3118 IN.(30 mm)THICKtl I,' of� Rubber Connector(Typ.) FORVEHcuLARTRAFFIc(ASPECTRar)os3) ALL LEACHING POOLS SHALL BE PLACED 0 I , • ' -_.I] .. - , CURBI£IXWE RESTRAINT WITH CUT-BUTS , , 7'Dia,Opening IN ACCEPTIABLE LEACHING POOLS AS I.tl',I '.',' : „ 4"PVC Coupling r+ FOROvrKELow DRAINAGE(CURB ) APPROVED BY THE SCDHS IN THE EVENT 7"Dia.Opening NOT TO SCALE cu SHOWN) 11 Cast In Wall "� _ 2"VENT PTC WASTE LINE POOL LEACHING MATERIAL IS 1 1 ;, 1 - I =11- PITCHED 1/4"per 1'Min ENCOUNTERED ECAVATION IS TO BE III I 4^SDR12 + _ 114 Transfer Bars i ' ,. ,- ao;. 111-111 11I CONTINUED TO SUITABLE MATERIAL AND I �+ 4ea Lifting Lug(Typ.) N� 1111111I111i1) 20"POLY LOCK DISTRIBUTION ,�11 ', ', - - 1F5 N _ _ BACKFILLED AS DETAILED.CUTTING THIS APPLICATION IS APPROVED ONLY FOR WORK I, - _ , '' u5 k � BOX INSTALL PLASTIC RISER Fo,�,� td 1 �b 90-0--- 11 Dao o = - - - RINGS MAY BE REQUIRED r'..; `" .. I.-4 ocP00000��°o o -1�1-- BEDDINGCOURSE1 v2T021N.(40TOsomm)THICK RINGS AS NEEDED 12"MAX INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ' ! Welded Wire Mesh �� cod'o 8a o it-1 TYP.NO.8 AGGREGATE) HEIGHT MARK"B" , o a o II I ( INSTALL PLASTIC RISER RINGS AS CONCRETE COVER BELOW GRADE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR As=0.12 s inllf T ©� oo�(j�P C7 �' I1 q yp j a IN.(loorrtM)THtCKNo.57STONE NEEDED 12"MAX HEIGHT 36'ELEV. '• 1-i12° (Center In Wall) Inlet _ �•..��djO OPEN GR,pEDBASE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ,, - a "t,3eoo(.� °00� - GEpTEJ(I;LEONTOPANDSIDESOF 5'MIN 2'MIN 8. INSTALL O III�I BRING PROPOSED STRUCTURE TO 1`- """""""-'� 0 0 0 _ != I SUBBASE tNIpERtBEYONp CURB - -if� '- _. �j� ��O 4 _ FF EL.10.9'ICK � CLEANOUT 1 ',' " Rubberl'ipe C O R S,.rI1 Q1 L P I P E L I N E I IF�1I=- �W -=II 1 _ +/-EL.9.5 GRADE. Connector When .- UI�II�l1-111^I111-11 il�lll 1lH11=i I µtMao:zsT(rls50 ueans - I - - - - - - R wired 10' - eq (TYp•) 631)369 4000 PRODUCTS CORD. ' I INV EL.9.0'_ ' � i, ' SOIL SIJEGRADE EER ON _ -- - - - - - - - - - - - - - - - - -- - - - -11,11, - - - - - - - - - - - --- - - - - - - - - - - - _ Consultants ' #4 Dowels x42"Lg 75, Twomey Ave.,Calvellon NY 11 g33 s' P 0 Box 5 #4@6"o.c.e.w. -- T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - CO OPTIONA GEOT LEO ------ PER peat" ENGIN „, ' , Q 18"o.c,Radially ' NOTES: N ANE RESIDENTIALAPPLICATIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,' SeCtIOn '' ;� Project' 5,- l 4"PVC WASTE LINE - - - - - -�®®®® - -6- - - - -- - - - - - - - - - - - - - - GROpD GRADE 1 2 3/8 IN.(60 MM) PAVERS MAY BE USED 1N PEDESTRIAN . Welded Wire Mesh I - 2. NO,2 STONE SUBBASE THICKNESS VARIES WITH DESIGN, 3. No,2STONEMAYBESUBSTITUTEDWITHN0.3ORNOASTONE.OTHERLOCALLY-AVAILABLE 4'- i PITCH 1/4"per 1'Min INV.EL.7.5' INV.EL.7.33' M®®® CU 5,��\N ' As=0.17 sq-in/lf Typ. Contractor: STONE SUITABLE FOR PROJECT PARAMATERS MAY13ECONSIDEEO, I �• 3' INV EL 66' , , (Center In Wall) - I PERMEABLE PAVERS HAVE A INFILTRATION RATE OF 5 PER HOUR OVER A 20 YEAR LIFE CYCLE I ? ' X9•'....7 2'- - +/-EL.2.0', INV.EL.6.2' 2'MIN to Weights: - - Product: AN500-C Nitrogen Reduction Unit 1- I - - - - -� I 2'MIN -�- 4"PVC WASTE LINE -�- INV.EL-6.0�_-�-�-� -+-r-+-�-a- - Lt I0- - - - - - - PITCHED 1/4"per l'Min- - -�,- -- - . . - Base Unit: 12,250 lbs; _ _ - ECO S E • scale NI BINARY SE HIGHEST EXPECTED GROUND WATER L- ' Roof slab: 4,100 lbs. ISOmetrlC VIeW !, date dwn,by I dwg. no. 7 P SEPTIC PROFILE NOT TO SCALE °_..'.. 1/21r = 1 1_Olr U 'NOT TO SCALE gPv PVj None [ 4/8/16 D.O.R 16-0132 ..... . ,_ .. . I: 95 EL5 j °` ''I CONCRETE EL.a COLLAR END PLUG 6230 SKUNK LN WETLAND PARCEL: zo NONruRF,NATIVEVEGITAnoN, vEGIraTEO / :: SUBJECT PARCEL \ ,,.,a i� NON-DISTURBANCE'BUFFER DCONSRUPLAND FOUNDENT „y GI I ��I PROJECT 10ROVE.•51,4 EDGE OF WETLANDS PROPOSED CONS CT ON * UNIMPROVED VACANT MONUMENT C OPS RISER AND _ N TWB DELINEATION ELE. 6.1' � -C p L ED E OF WETLANDS A FLAGG __ ----- � TEST HOLE y ) TRAFFIC BEARING P.C. COVER-- BY EN-I.oNSULTANTS,INC. _ 'i ''1' REMOVABLE N ON 12212019 -_ -.� . • . • • / / TEST HOLE ELEVATION 6+/- 7 � ' ' CONCRETE COVER AT NOI`Es: FIBER JOINT Q I PACKING fig' . . . • . I . . I . . . I / 20 AMP BREAKER ID GRADE,50001 SI MIN I 175. •� ELE. 4.76' " BROWNLOAM(OL) ON 1.Rpeaalydsto6eaeaedwmasphaltamatenalorequlvaenf. TRUE ELE. N 1605700 W / 0'-0 Q MPS V.I";;1 • I . I • • • . I • I • I . • . I . • I . • . I . , O 2 ' P.C.CONCRETED 2.Wert etevallonsofa9wAletpipes must beequaLUseof PVC PIPE D3034 = "� � � / IN SCH.CTRICTO CONDUBE IT ED 1'-0' G RISER RINGS TOfCwequalzat,ondevicesisrecammended QS FUG / IN SCH.80 PVC CONDUIT EXI TNG ELECT IAL m • • . . . . . • . . • . . . . . . . . . . • . . • . . . • . . UTILITY POLE PANEL i''' - SDR 35 �• / NYTa56 EXTERIOR RATED JUNCTION BOX BELOW GRADE 5000PSI MIN BAFFLE �w` Z "H" S.Thep+petram the septic tank to the dLsifibutFon box totet, CI SEWER PIPE TYP / GRADE IN A SPRINKLER BOX 1:''.'' INLET soped at least lt8"per fool-gravity, r .Vv, • . . . I • . . . . / / . . . . . / / . I I I . I . • . . . • I . . . • . . I EDGE OF PAVEMENT a p / / / WATER TIGHT POLY/PLASTIC COVER INSTALL PALE BROWN FINE SAND(SIP) i,'.' Z OUTLET 2 4-The SlopeOfOutletpiles(tresderpipas)betweerthe Cl 30 BEND TO SEPTIC OrtJro� . • • . . • . . . . • ' ' • . . . . . • . . • ' . . . ' ' . . . . ' . ' / PER MANUFACTURERS DIRECTIONS P.C.CONCRETE distribution box and distributor lata ars should be et least Cn ,ry FLAG ---- / g DISTRIBUTION,BOX 2 O Z 1132"per foot. FRf�la AIYn i FOUND PIPE �D� • • . . . . FU. • • • • . • . . . . Y i r20'SIpE pRINCLPAL SETBACK �� " • ` i i i • • • • . • . • OVERHEAD WIRES o HIGHEST EXPECTED / ALL ELECTRIC TO BE PLACED IN SCH.80 „ GROUND WATER ' '" iV FLAG EL. .1 6'-1 OBSERVATION WELL SOOOPSI MIN � DWELLING ELE.31'� ,,,,_ .....-.- / � PVC CONDUIT INSTALLED ,I' _ 5.EatAe required for Siphon or automatic dbsit>B or if inlet I I I . . • I . . . . • • • -r 'T�'-• . . I . . . . • . • • . . . . . • . . . iV Pipe slope exceeds 112"per toot. .:,'!.'' I . / REMOTE PLC CONTROL PANEL - ff GaRatflecanbebuiltinorapipeetbowwtee("r). I I I . . ,FLAG* I . I • • I • I I I . • . I . . / I • . . / W/HP8000MPRE$SQR FUG WATER IN PALE BROWN FINE r'1 :'..' CLEAN SAND PEA 7-The boxes shale beiostanadInconformancewith CI 600 PVC WYE ' . . . v, . . . . . . I . . . I . . . . . . . . . . , WATER TIGHT POLY/PLASTIC HOUSEING (p OLOCATION PLAN manulacturer5 instructions- n, FLAG INSTALL PER MANUFACTURERS DIRECTIONS \ L it '',.i GRAVEL OR ' / �/ = 4001-011 IV . • I I . . I I . . . . . I . • I . • AGGREGATE 3/4-1-1/2" CI TO PVC HOUSE ' / 13'-O" 1 ;!I` `, 'IP,C. DISTRIBUTION BOX MARK B 4 CLEAN OUT D Il 9� "L" FLAG / " • I . I • . I . . • . ; �',, I FUG ' 36"X36"X6"P.C.SLAB WITH 6X6W , / :^ GROUND WATER ENCOUNTERED AT 6'-1'BELOW GRADE �1./4', = 1'-0'� 1/21' = 1'-011 . I I . A . . I I . / / Applicant of Record: X.4W1.4 WELDED WIRE MESH ..,..- , ,-.t ,; ,, ".-'F'•i' - I. 0 / I W TEST HOLE BY MCDONALD GEOSCIENCE DATED 11/12/2019 ., FLAG--�- A f, NO GROUND WATER ENCOUNTERED '';,;; ,;: T'. EL.4 ,o ,---„ �.:,.- / �// Q Remote PLC Control Panel Detail MARK _ ,,x`:;11 ''I''' �; ',�';1�'' MO[�EL NO o �� /I l Age n r Ir ISAAC R A E :,,'1'',;iLI' ''I I NOTE ALL MOTORS 307-R2 w o -- I / ` 1 Q / / s 1/2 = 1 -0 il,tll,.f'. 1? ' ^r' ^I,.. " MUST HAVE INTERNAL Cn 6 � ' � � i¢ s ''' /�` / 1 �a ti1+.,i.",,11 1' PUMP COMPRESSER POWER CIRCUIT OVERLOAD PROTECTION PAGE o a O :i, / o , ___ ____.� W / , STORM WATER DRAINAGE SYSTEMS CALCS. 11575 MAIN BAYVIEW RD SOUTHOLD 11971 + ' � �I1 cel c �, LuoF'. M 1 -- 1 � O' I d' I loo. // coW T. 347-276-6093 E. clay@isaac-rae.com I � � F, �' 3 c a @isaac-rae.com ' '�- " N ci ,,I;'I 1','1,,� , . 1 I ELK - ELK ELK -J Z- L i ! O 711 1 \ \ - ' 1, �;' /' 'P ! ---- o o a / COMMENTS iy1'141,•,,: L1 SP1 , PRAY / p <I m ` o / LINE OF EXISTING PROPOSED DWELLING ROOF AREA KEY , X1.1, . 1.'a, I,f '• 1- •"•'I• - - :-' LINE OF PROPOSED. + WOODED VEGITATION ,' I I V . ` ,tP in I \ 1S . SILT FENCE AND HAY / ,;� i. � PUMP? ,- ; , N wHT w T N ________ MOTOR 'PUMP RATINGS / EL.S .Z / / v' ` \\ V- O BVLSY. / N / -_ ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET / / U\ ` FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED 1(,'{';,'' 1i'(��;f'. ,, ,', ' I 'r) z \ EDGE OF PAVEMENT o ` o Dls NCE ro FUceO 1794 SOFT X.17-305 CUBIC FEET ,i . ,",`. II. 3/4HP O 115V z \\ it: '''iirIJ.,1�,�'I,(":. y ! - , m' �__J O \ _ ' r+. , wEr / �'• , f.i, ' ;!,, 15 0 FLA ">1' r �� \ PROPOSE WATER UNE - LI ILITY POLE 305 CUBIC FEET/42.2- 7.2'OR 8'OF VERTICAL 8' DIAMETER DRYWELL PROPOSED (6) 8 UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. v -� DRVWELL �- / `0 NY #57 D1 DIAMETER X 2' DEEP IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR -i _ 1 ---. �1 a/ I:;(, s',.. .•I GBL C=F� 6 LOOFS - x�- U \ '1'',.I',i;,':'''I'li,, ''.! M2 I FOR ROOF EL.4 O CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN "i1�,I`/'I'''-' �'', I-I � ELK ELN --_--_____�iR GS `r -- '- mi� _ - - �vv- PROPOSE DIAMETER X 2 DEEP DRYWELL ELL t• •,A ,T. ELK -�� RP1 , ECRC��PUMP RATINGS ` / I _ _ - - _ _ ' � ,� :• DRAINAGE 1 D s 6' DRYWELL ji1`' ''' '` o PUMP 3 4HP @ 1 15V / I � ➢ ' TERRACE � - - D1 - - ' t '\I PERMISSION OF ISAAC-RAE ARCHITECTURE i 11,1'`;! ;i', ` WHIT wHT N --------- / s + - - / �___`•®_t'-.1_ :.:' - :PERME ECS STONE 0.W' 1 enooNND sNo414 EL.5 6125 SKUNK IMPROVED LN + >t MOTOR 15 0 F L A _u 1 >'{}1," ;';:r / N-•-- TEST HOLE "+,. F 1 '' _ - - " " '-,ELE. 6.0' .w 1 PUBLIC WATER PROPOSED GARAGE ROOF AREA ,',!4�,�I' I'1 G`---� // �� a' ��' O LIMIT OF CONSTRUCTION DISTURBANCE PROPOSED 3 ( '� ' CB3 =F35LUOFS �`- ' -,ao - - - •' r'` 24'-6"„ q„ \ � - 1 0� 1 1,840 SOFT X.17=313 CUBIC FEET DIA ( )$' 1,,i` r{1 `T EL.6' i , 1 - Ci` w, - \ I METER X 2' Project:t E K ELK MP ,L L� MIXER PUMP RATINGS W. / �r� O 1 313 CUBIC FEET/42.2= 7.40R8'OFVERTICAL 8' DIAMETERDRYWELL 02 DEEP DRYWELL j ;'1; ',' . 1 ( ) I `I EXISTING SHED TO BE, 1 � � � - -2" I F / \ \ 1 N water Gnas must be inspect I D, .s REMOVE , w , 4HP C 11.,V _ - PUMP ., - E o I � ffo Coun 0 h 1 - ; I WHT N ----------� MOTOR / 1 5 0 FLA 200 HAYWATER DRIVE / EL 9 - , -t-' 'D �1 v I(e,tosche schedule ns Duni PROPOSED (3)8'DIAMETER X 2'DEEP DRYWELL ' I t' IMPROVED ON 1 \ I 1 advance,to scMduie imp.ction(s). Skunk Lane Residence I,,i' I F CB4 ,--- PUBLIC WATER EL.7 s �' \ i � 1 4BEORO6Ma ' 1AT I . /',"I'',. I, . . _ - o __________.I oM MP RATINGS EXI3TNG BRIGK � ; kunk Ln, Cutchogue, NY 11935 �FY CfiY FF10' D,Co P ppSED 6370 S '� I G P I 1 1 1 5V FIRE PL REMOVED = SEP '` '''' , , I _________ I MOTOR �� @ SLY ROPOSED TIC SITE INFORMATION SUFFOLK COUNTY DEPARTMENT C1 4HP �a D1 OpgTOR \,- � o II wHr _ ,« N „ 4 FLA EL.8 ' z2 o SINGLE FAM 1 O SYSTEM ART ENT OF HEALTH SERVICES DWELLING 16'-6" \�-: I q PERMIT FOR APPROVAL OF CONSTRUCTION FOR Project NO.: :.pl� r n - R o 24,_g" - \ - \ ' I STCM NO. 1000-104-05-3.3 SINGLE FAMILY RESIDENCE ONLY 131 61 W1 DRVWELLDRANOAGOE G� O 14' p" `,E;Y-E PACE B- ; , ;\,I SITUATED IN CUTCHOGUE IR-02 . G LR 1-Q 1 EL.8 �' 20'STORE `WTk .;' 5'SID ,,,CIPN SETBACK c pPOSED GRAVEL DRIVE Y -1. ;�9' Seal/Signature: _ _ wA TO OF THO SUFF K DATE 12/21/22 S. EF.NO. R-20-0495 EL„ RED/wHT M 1 wHT / \ -1 . - - - ,PR ^/'• '" - ,-,1• 6425 SKUNK LN OU NY. APPROVED.._ .... />2r ;)- . D2 12-2" - A_ ` ' ,� J PRIVATE WELL ZONING EXPIRES THREE YEARS FROM DATE OF APPROVAL LR 1-Q2 1 \, 22,_ • ACK - _ F- _ _ , , ' - 1 NOT WITHIN 150'O R-40 Eu1 FwK/wH wHr 1 RYBUIlD1NG = I _ I/ PROPERTY M c 20, o„ �--Y p ACGE - ,- C:, Zi LOT AREA ,--I-1. 7 -f0'SIDE , - /I ` 1 \ r TOTAL LOT AREA-24,560 SF(.56 ACRES) Design Professional's Certification Required. �' 100'WETUNDS SETBACK I •' ' _ - , EL.8 /( w NON-WETLAND/UPLAND AREA=18,585(.43 ACRES) Submit P.E.or R.A.Certification For 01 " ) LR 1-04 - •.r,,;�9' 0 00 EL,7 EL.6 � The Installation and Construction of the Sewage Disposal System r� '1 EV, FED PLC INPUT .�+>•" - E_15 100'WETLANDS SETBACK N g- P 4 w S rL60'36'1 O' , ' / 11 �j ` LOT COVERAGE BY AREA OF BUILDING(ROOFED COVERAGE Use Form WWM-073 �/.•A,j� � •P7� I /�; ALLOW ED=18,585'.2=3,717 SF(20%)PER SOUTHOLD TOW N CODE V�✓' SWITCH t \ I g Abandonment of the existing sanitary system must be in AIR WITCH EL.8 \ EXISTING LOT COVERAGE=6%1,588 SF P q ELI' FINK 150'SETBACKFOR LEACHING I conformance with the De artment's re uirements. ✓1 sTRICTURE/ Submit completed form WWM-080 as roof ELE.7.9' ` SYSTEM FROM PRIVATEWELL(INCLUDING � I i p p ► ExponlsloN) PROPOSED LOT COVERAGE=12% +� PROPOSED MAIN DWELLING=1,800 SF k . HWA R U N " a I PROPOSED DETACHED GARAGE=440 SF -- - - F MUTE 69O - 95 PROPOSED PERMEAB EFCOVEO AGE GE 0 SF - . .. 4., .._ ELII t- c fiEI. E_ 1 11 1 _ r -` ) :� -i, V ��\ I y+ .gyp L ' S 23 50 W 00 OVERHEAD WIRES ` I -2 24 i + _"i,... I', y I cfi- EfiN 6520 SKUNK LN 1 `'' I`t +�. 7�� I IMPROVED ON PROPOSED GRAVE DRIVEWAY=2,400 SF I �` w+ A� EUI PROPOSED PERMEABLE TERRACE=785 SF 1. 1 Op N TEST O PRIVATE WELL I t - ','d I ALARM O PROPOSED PERMEABLE ENTRY TERRACE=210 SF "''' ,'_1 ,•.r1 O I O % 1 DO SET BACK FROM FROM PRIVATE WELL I - i l� GROSS FLOOR AREA BREAKDOWN FOR PROPOSED MAIN DWELLING .1 ii ' ) I � fiEo ELK RED wHT '��O' FINISHED BASEMENT LEVEL=---- I '' Q- I GROUND LEVEL=1,800SF 1 -1-1-11--- I : EL ENABLE n YEL �-� I DETACHED GARAGE-440SF -- -. - -' 1 Z u� PLC INPUT -._ tJ SITE NOTES SEPTIC TES SEPTIC CALCULATIONS LEGEND ' OVERRIDE Date: Scale: eu Z vEL/wHT TABLE 3-MINIMUM VA ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES IIS PLC INPUT STCMNO.1000-104-05-3.3 AS NOTED 3 -�1 * A-PROPOSED HYDRO ACTION AN 440 I/A OWTS CONCRETE SITUATED IN CUTCHOGUE TOW N OF SOUTHOLD SUFFOLK COUNTY NY. B-4'DIAMETER TRAFFIC BEARING CONCRETE DISTRIBUTION BCX REQUIRED FOR 4 BEDROOM MINIMUM CAPACITY 440 GALLONS PER DAY CSR 1 TOTAL SITE AREA=24,561 SQFT OR.564 ACRES C-SEWER LINE CLEAN OUT EXISTING CONTOUR Drawing Title: ',;'i'',. UPLAND AREA=18,624 SOFT. ', I M ELI I WHT/FED ' D-8'X 2'PC LEACHING POOL WITH TRAFFIC BEARING SLAB PROVIDED FOR 4 BEDROOM PROPOSED CAPACITY 440 GALLONS PER DAY t';: f PLC INPUT THERE IS ONE PRIVATE WELL WITHIN 150'OF PREMISIS. E-8'X 2'PC LEACHING 50%EXPANSION LEACHING POOL WITH TRAFFIC BEARING SLAB - - - -- BUILDING SETBACKS PROPOSED SITE PLAN +� THERE ARE WETLANDS AND SURFACE WATERS WITH 300'OF SITE F-/HYDRO-ACTION CONTROL PANEL AND AIR PUMP LEACHING CALCULATIONS � 1. ; . CS R Z 95'TO INTERSECTION OF CLOSEST ROAD(HAYWATERS DRIVE) G-PROPOSED ELECTRICAL PANEL,ELECTRIC LINE TO BE PLACES IN CONDUIT -'-'-'- WETLAND SETBACKS . EUI wHT/FINK FLOOD ZONE INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP NO. TABLE 4-MINIMUM LEACHING SYSTEM DESIGN FOR A FOUR BEDROOM RESIDENCE �,I ,CV „' �Qr PLC INPUT H- EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDONED OR REMOVED 3610300164 1 / SHALLOW GROUND WATER. N CSR3 ZONE AE:BASE FLOOD ELEVATIONS DETERMINED W ACCORDANCE WITH SCDHS STANDARDS SITE BOUNDARY IILIJ ELI' WHT/YEL G ZONE X AREAS OF.2%ANNUAL CHANCE FLOOD AREAS OF 1%ANNUAL CHAN SEWER LINE FROM PRIMARY RESIDENCE 4 SDR35 PIP MIN SOIL COVERAGE REQUIRED 6 pool;2'deep,8'dia.300FT2 SIDEWALL AREA --------- FOOTPRINT OF EXISTING E 8" l[. PLC INPUT FLOOR WITH AVERAGE DEPTH OF LESS THAN VOR WITH DRAINAGE AREAS Drawing NO.: „tl'.,EV BUILDING&PATIO g y,' �. LESS THAN 1 SQUARE MILE,AND AREAS PROTECTED BY LEVEES FROM 10 PROVIDED 6 pool;2'deep,8'dia.30OFT2 SIDEWALL AREA WITH 50%EXPANSION POOL " W1 B1 ;i,1 O„ + t' . , W I ANNUAL CHANCE FLOOD. - ,.. LN4 NG�TE:. - - AREA OF W ETLANDS ' 4'I''JN ':„,,,, I,'J?LO'AT SWITCH TO BE RATED 2 AMP AT 120V MIN.MAIN PANEL SCHEMATIC ELECTRICAL � - - �� PROPOSED DRIVEWAY i,' + ? :"DISCONNECT MUST BE PROVIDED BY INSTALLER DASHED LINES f11\1C p I_R IO Pro osed Site Plan LOCATION OFPRIVATEWELLONNEIGHBORING ...,SER pPROPOSED DWELLING REPRESENT ITEMS NOT CONTAINED IN THE:PANEL.REQUIRED `J t v FOR HYDRO-ACTION AN440 1 1 11 = 201_Orr PROPERTY ` -' 1' '. ,',;,;TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS.FIELD. 1 1 '.. " ,: , tl, A U •. ,,: ',1.',' 15'NON TURF BUFFER, � "". . ,:� . 1 ' ' , "• wiR15IN�. �] .G MUST BEA MIN.OF 60C COPPER WIREs SEPTIC PRODUCTS INC --� HAYNNA HEALTH DEPARTMENT APPROVAL STAMP IIIIIIIIIIIIIIII l.t, „ , „ , �,.,.,,,�, 'Ii, � ,,..i , I. Generated by REScheck-Web Software DRAWING ISSUE Compliance Certificate w°"'� ' °�°F�' I y 1 { SHGC:016 em 1 Metal home wl Thermal Break a e01DhaD]DWN1N161® 21 0.200 0.270 6 Z •{ -�'' tk``fit SHGC.016X 1-Meld Frame w/Thermal Neale 21 0.200 0.270 a 6 4 r •s Ny N' *'1 '`� Project 6370 Skunk Lane Wmmw7ca:emeru:Mewl Force w/TNermN Braek a r /. ,C SHGC 0.16 21 0.200 0.270 4 6 • ♦ YV iT f;'- Energy COEe: 2020 NYStrefch-2018 IECC WirNow 8 Gsement Metal Frame w/Tnermai Brtak 6 j 1 21 0.200 0270 4 6 7 i• A 'I s� �' iA ' locMbn: Cutchogue,New York SHGC.016 t1� conatrualgnrrce. Single-family i w 11 cwtain wan:Metal Frame w/Thermal alk lxs 0200 02]0 xs 34 9 `•tC L/ � WojeR Type: New Censtmctton SHGC:0.16 • CAM]-FWor Area:3,151 R2 Wmdow 12-A wall Copy'Metal Frame W � GlaNnq Area 3796 Therms,Break 125 0.200 0.270 25 34 al-ta Zone: 4 15572 HDD) SHGC:0.16 •j j' t,. Permit Delml W Wdow 9 Cesemem:Metal Frame w/Thermd Break 21 0.200 0.270 4 6 PBrmlt Nwnbar SHGC:0.16 DRAWING REVISIONS WhWow 10 Casement Mewl Frame w/lhemwl Igner/Contractor: Break 21 0200 0.270 4 6 ND. DATE REVISION M v" COtnaEtlon Site: Owner/Agent Des SHGC:0.16 3 r 63]0 Skunk Ln Todd Feiierstetn Isaac C."aWindow 13 fui:d:Metal Frame w/Thermal Break 1 tchoamz(a Hasat7t P0lanYtF]xaBAmkBrr Cugue.NY 11935 90 sterRq street Isaac-Rae 21 02W 0.270 4 6 +V Cu ho,,ue,ny 11935 430 Man sheet SHGC.0.16 wiNe �� Greenport.NY 11934 wlndow 14 fixed:Mewl Frame w/Thermal Break21 0300 0270 6 3 3109ab BOILITi0DT01ENR)6 1727663 SHGC.0.16 4 4 Cwrr�isaac rae.COM v6neow 15 rued:Mew Frame w/rne.rmal Break B , SHGC:0.16 21 0.200 0.x70 a 6 ti Ar �'/ Willow 16 fhN:Newt Frame w/Thvmal Break B f 'Aa SHGC:0.16 21 0.200 0.2]0 4 6 7 Flow Type A.NI-Wood jlmVrruss 1,800 23.0 0.0 0.043 0.033 74 59 B C 12.014 Mian Than COY a. um SHGC OAO vou.SHGC.p.il B w.+m Crawl Wall Solid Concrete or Masonry 1,800 21.0 6.0 0.040 0.042 54 57_ s12Jaa xmES NorMwM.w,ow,waweenws wcun,..weioa,w,w..,,rm.mme Wall Might g,A SII - „�E„}r Stall ongrade traoeclrs are rP anger consdved in dor W or peNomu 0mphantw peN in AESeMedt.Each tiaSon-grade ImulEptbelow grade.'0' u semery.n the spec fiao comate zone muC meet the minNum energy code mwMtbn R-value all depth r qu m- Nu to a depM 10' 12 ,mf r ss ComPlisnce Shtem W The proposed Wilding design described here is-0~t with the buiMug plan.specltl all othv y etnA Cakulat sutmmtted wkh tM m mk,ppikM .The proposed building has be designed to meet the 2WO NYStretch-20181ECC 1X15 APPLICATION 6 APPROVED ONLY FOR WORT repo rehrents In REScheck-lon REScheck-Web arld to comply with the mandatory requirements lo-I m Ole 11EScheck 1npeC[bn E nve IOTJe Assemblies Checkh. ND SEATED ON THE APPLICATION SPEQRCATION SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO SE RELIED UPON,OR Mame- Ne SignMure Dae M BE CONSIDERED AS ETINER BEING APPROVED OH N DRDANCE WIINA�LCr1BLE CODES. CNBng Type B(Bat<my):FlN CNW V or 5c'a True 260 45.0 12.0 0.020 0.026 5 7 CA,IIN Type A,Cathedral CNliN 2,069 45.0 12.0 0.018 0-026 37 5/ Well Type/u Wood Frame.24'I.E. I'll 23.0 6.0 0.039 0.045 k 51 Consulwnl5 Door Type A:Glass Ooor lover 50%~W) SHGC:OAO 30 0.320 0.270 10 8 Dow type B:Glass D NN,love 50%glaao9l 47 0.320 0.I70 15 13 SKUNK LANE RESIDENCE �ra M F�°y:,Tm�IAISmak z1 0330 0270 17 16 SHGC.0.10 s GCE 01e6ae`A1e1H Metal Fraena w/Thermal Break 22 0.210 o.no a 6 ENERGY CODE STATEMENT OF COMPLIANCE Window 3 Casement:.-IFrame wt"-at Break 21 0.200 0270 a 6 TO THE BEST OF MY KNOWLEDGE,BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS Architect: SHGC:0.16 IN COMPLIANCE WITH NYS 2020 ENERGY CODE.RESCHECK ENERGY ANALYSIS IS ALSO PROVIDED N THIS Isaac-Rae N/IrrdOw 4 Casement:Maw Force w/Thermal Break ZI0.200 0.270 4 6 SUBMISSION 11575 Main Bayview Road SHGC:0.16 Southold NY 11971 _ Project Title:6370 skunk Lam Reyort date: 0813023 E:CLAY@ISAAC-RAE.COM Project Title:5370 skunk Lane Report date: 08/3023 Data filename: Page 2 ono T:347-276-6093 Data 0lenama: Page 1 oFlo Surveyor: Nathan Taft Corwin 1586 Main Rd,Jamesport,NY 11947 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SITE PROTECTION PLAN: 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND 1.EGRESSAT ALL TIMES N THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE Stnlctural Engineer: WILL COMPLY WITH 2020 NYS SUPPLIMENTAL REQUIREMENTS,AND THE BEST TRADE PRACTICES. EGRESS AS REQUIRED BY NEW YORK STATE,SOUTHOLD TOWN AND SUFFOLK COUNTY Alex Spyrou 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS,INCLUDING THOSE WITH RESPECT TO OCCUPIED AES Engineering SUBMITTING HIS WORK.THE MATURE ANDSAL SO AS M FULLY UNDERSTAND ALL EXISTING CONDITIONS D SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT W L-L AFFECT ITS BE STRICTLY OBSERVED.NG TO THIS DWELLINGS.AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL Applpark of Record. 630 Fifth Avenue,Suite 2000 EXECUTION.NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR 3.HEALTH REQUIREMENTS SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF New York,New York DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE DUST,DISPOSAL OF CONSTRUCTION DEBRIS,PEST CONTROL AND MAINTENANCE OF SANITARY ISAAC - RAE CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL FACILITIES.AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE 3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW 11575 MAIN BAYVIEW RD SOUTHOLD 11971 ARCHITECT. RELATING TO LEAD AND ASBESTOS.AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT &THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. T.347-276-6093 E.Clay@ISaac-rae.Com PROJECT SITE WITH THE OWNER AND ARCHITECT.THE 4.COMPUANCE WITH HOUSING STANDARDS THE REQUIREMENTS OF THE NEW YORK CITY HOUSING PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENURE THAT THE WORK S MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL - ---- - --- DONE IN ACCORDANCE WITH THE APPROVED PLANS. BE STRICTLY OBSERVED. ALL OESIGNs/ORAwirvcs/RBIOERNGSMDOTNFR DNttO6111ia 9Er SHEET LIST 0.BEFORE COMMENCING WORK THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF S.STRUCNRAL SAFETY.NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR U=NEREIN ARE THE PROpERTYOF I-RAE LLC,ALm aRE PROTECNn INSURANCE WITH THE DEPARTMENT OF UIDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES CONTRACTED WORKERS UNDER iHEAR1TEMUMLwORKSOORRIGH1MroTE4TgNACTOF1990 LSheet Number Sheet Nagle REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. &NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH IN AEC TNG-OIFORMATM TDU AGREE NOT To RE-OR &THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT 115TRULR n,IN W HOLE OR PMT,WRHOIR THE Dt-WRRTBI CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED FEDERAL HOLIDAYS PERM16s OF ISAA .ARCNTKTURE T-000 COVER SHEET THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 7.MAINTAINNG ESSENTIAL SERVICES WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR &THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR N ANY DWELLING UNIT LOCATED T-001 GENERAL DETAILS&PLUMBING RISER DIAGRAMS CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS, THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BARRICADED TO PROVIDE SAFETY TO BE USED FOR MAINTAINING SUCH SERVICES WRING SUCH WORK N ACCORDANCE WITH THE P"JIN t A-100 PROPOSED SITE PLAN AND TO PREVENT CONTACT WITH PUBLIC. REQUIREMENTS OFSOUTHOLD TOWN B SUFFOLK COUNTY.IFADISRUPTION OFANY SUCH SERVICE IS A-101 PROPOSED FOUNDATION PLAN 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS.GROUNDS AND ANTICIPATED DURING THE WORK THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF Skunk Lane Residence PROPERTY ANDPROTECT THE SAME FROM INJURY UU SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, A-102 FIRST FLOOR PLAN &CONTRACTOR INCLUDINSUFFICIENTIC ALL DETERMINE LOCATION,PROTECT AND SAFEGUARD ALL UTILITIES ON AND INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVE DURING SUCH 6370 Skunk Ln,Cutch Lae,NY 11935 A-103 SECOND FLOOR PLAN ADJACENT TO SITE. DISRUPTION, aJ a THE A-104 ROOF PLAN AS A CON OF TOR CONSTRUCTION FOR THIS WORK SHALL REPAIR AT HIS OWN OST ALL EXISTING MATER AL OR EQUIPMENT DAMAGED - A-107 ACCESSORY STRUCTURES 10,CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT Project NO..- ALL o.:ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRS FROM THE SITE PRIOR TO FINAL IR-02 A-200 PROJECT SOUTH ELEVATION COMPLETION. A-201 PRQIECT WEST ELEVATION 11.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION Seal/Signature: OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. A-202 PROJECT EAST ELEVATION 12.714E CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL A-203 PROJECT NORTH ELEVATION I&TTHERCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND A-3W BUILDING SECTIONS MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE A-301 BUILDING SECTIONS CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR A-302 BUILDING SECTIONS DURING THE EXECUTION OF THE WORK. 10.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL DIMENSIONS REQUIRED A-400 ENLARGED KITCHEN PLAN FOR OTHER TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC.). A-401 INTERIOR STAIR DETAILS 1&SPRINKLER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- A-402 INTERIOR ELEVATIONS OFFS. 1&THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF A-403 INTERIOR ELEVATIONS THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE A-500 WALL SECTIONS THE JOB. 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY A-501 IWALL SECTIONS - CAPPED OR PLUGGED. A-505 EXTERIOR WINDOW&DOOR SCHEDULE - THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(I)YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN I MATERIAL AND WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR TO THE OWNER. i&THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF ! Data: scale: SKIT,QUALITY AND COMPLETENESS. - - I 20.THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. Newel)7IW: ------"--- 21.NO WORK SHALL BE DONE,EXCEPT BETWEEN THE HOURS OF 9:00 A.M.AND 590 P.M.MONDAY THROUGH FRIDAYS.EXCEPT AS OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON SATURDAYS, COVER SHEET W SUNDAYS AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE j� DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 0.M. 7k 22 THE CONTRACTOR AND ALL UB-CONTRACTORS AGREE TO ABIOS BY ALL REGULATIONS AS n OUTLINED N THE ALTERATION AGREEMENT 23.THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED �� 7.PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAN PLUMBING.HEATING AND INTERCOM T-000 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 5 6 7 8 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT&GOOD CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY 9 10 u u KING STUD DRAWING REVISIONS NO. DATE REVISION END WALL RAFTER WALL STUD 1 CRIPPLE STUD BOTTOM PLATE 2 44 RIDGE LEDGER BATHTUB 3 HEADER DOUBLE JOIST 4 5 SIDEWALL 6 JACK STUDS RAFTER 7 8 FLOG USP NUMB ESCRIPN APP CATION HO DOW CONNECTTOISIDE OFALLCORNERS BATH/SPATUBSTO HAVER DOUBLE FLOOR ER FOR 8 1ST, ADSS ADDED SUPPORT EACH WALL RUNNING P WITH 10 ANCHOR TO FOUNDATION W/ANCHOR BOLTS SUPPORT .1 FALL CORNERSO LOCATION USPNU B DESORPTION APPLICATION LOCATIO USP NUMB DESCRIPTION APPLICATION RAFTERSI BSPNUMB DESCRIPTION APPLICATION ISTNOTDIRECTLYUNDERPARALLEL u 2ND. AD55 HOLD DOW TH H@T411DOq AND TOP ALL OPENI S LSTA72 7-74'x12'2Oge.S RAP APPL O CH ACK STU RODE LSTA2a 7-t/4 a'2og&STRA APPL OVER RIDGE TO EACH R 2c6-2x6 L526 1 SLOPE HANG PLY TO EACH RAFTER/lEOG R ST DIRECTION WITH(2)JOISTS.UNDER WALL 12 ANCHOR THrt®IOBDH �• PROWD� ROD. ALL OPENIN STT3 OR R TYDOW N ANCHOR APPL TO EACH CRIPPLES D 2X10 LS210 18�.SLOPE HANG PLY TO EACH RA ER/LEOG BLOCKING @24'00 TILS APPLICATION MAMROVED ONLY WR WORK INDICATED ONTNEAPPLLCATION SPECIFICATION SHEET.ALL WALLSND—� OTHER NIATIFAS SHOWN ARE NOTTO BE RE•,m UPON,OR THROUGH-ROOFEXHAUST TO BE CON6IDFAED AS ERNER BEINGAPPROYED OR IN VENTS SELECTED AND METALSTRAP LOCATED BYGONTRACTOR - - CRICKET AT TOPSIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALLSHEATHING RAFTERS VENTILATION " SIDEWALL FLASHING WOOD JOIST ON FOUNDATIOti `ACHELLTOWAL:L TOP PLATE BLOCKING STUDS FINISH WALL AND MOISTURE ATTIC SHALL BE PROVIDED 20 LEDGER BLOCKING BARRIER TO LAP FLASHING WITH 2A SOFFIT JOIST =ALL WINDOWIDOOR OPENING JACKSTUDS AT WALL-MAINTAIN GAP A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER FLOORJOISTD UMB DESCRIPTIO PUCATION ROOFING TOAVOID SOAKIN WALLSTUD NOT LESS E CASA THANN1/150 LAT E0 ALIOPEA OF WOOD GIRDEF INSTALL 4.0'O. SHALL BE COVERED WITH cORROSION- MIN.SCREENED V 4'-8' LSTA26 1-1/dY24'2oga.STRAP ANDJACKSTU RESISTANT METAL MESH WITH MESH NTIN.SOFFIT/EXT.PLYW00 ON ALL OPENIN S PROVIDE HEMMED EDGE AT OPENINGS OF 1/4INCH IN DIMENSION. INSTALL 4'O'O. FLASHING TO FORM CHANN LACATION USP NUMB DESCRIPTION APPLICATIO SOFFITED SAVE PROVIDE BLOCKING BETWEEN JOISTS THAT ARE JACKS AND SO AS TO MAINTAIN AIR 8'-14' LSTA30 1-1/45GW'16ga.STRAP ON ALL OPENINS / ACTTIOON PREVENT CAPILLAR 4'-6'RAFTER RT70 108'4'x 18g&TYDOWN ANCHO OONNECTT AND ED AppE=t of Record: INSTALL INNECTT ROFFVEMAVEDN/ OVER BEARING WALLS AND HEADERS ISAAC - RAE /4'-16' LSTA36 1.1/4X!6'18g&STRAP AND JACK STU 8'-1T RAFTER RT20 21-118•x 2Og&TYDOWN ANCHO EACH R SOFFITED SAVE DETAIL ON ALLOPENIN OF PROONGG NAILS OUT 11575 MAIN BAYVIEW ROAD 2ND.FL WALL SOUTHOLD,NY 11971 ROOFING LAPS BASE FLASHING 41NCHES Contact;Isaac Clay Coffey R.A. L'LLU LJ I NYS LIM39767 BASE FLASHING WRAPS CORNERS, �� NEOPRENE T.347-276-6093 E.clay@isaac-rae.com EXTENDS UNDER SHINGLES AT GASKET SIDES 41NCHES AND LAPS SHINGLES AT BASE MIN.4INCHES ROOFJACK WOOD JOIST APPING BE ATTR DTOWFD. TOP PLATE BIDE WALL PUSHING ROOFING LAPS GIRDERIHEADER 7ST.FLOORWALL 948-OC METAL FLASHING AT ALL EAVES,SIDEWALLS, FLASHING AT WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AS TO FORM DRAINAGE CHANNELS AND WALL STUD SIDES AND TOP FLOOR JOIST DEP NUMB DESCRIPTION APPLICATION RAS-PROVIDE HEMMED EDGES SO 0 INSTALL40'O. PREVENT CAPILLARY ACTION gA{LLLL JOISTSCONNECTEDTO A FLUSH HEADER TO BE 4'-8' LSTA36 1-1/4Xi6'111ge.STRAP ANDJACKSTU LOCATION USP NUMB DESCRIPTION APPLICATION ROOOOFING AT 110 M W eLE,SET FIR JOISTS APROX,12'HIGHER THAN ON ALLOPENIN CONNECT EACH LVL INSTALL 4D'O. RAFTER?LAE RT75 TYDOWN ANCHOR RAFTER TO PLATE HEADERS THE PROPER STEEL CONNECTOR e'-76' MSTA48 1-1/4'x48'16g&STRAP AND JACK SN CON ECT OVER TO ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS ONALLOPENIN S PLATEMlA SPTH4 STUD PLATE ANCH�LA.fES TO EACHND ROOFJACKS&VENTS DETAIL DBL.SILL PLATE r / Project: TERMITE SHIELD CONC.SLAB BILL GASKET • 6X61N10WWM Skunk Lane Residence COMPACT FILL CONC.SLAB DAMPPROOOF EXTERIOR C A 6 MIL POLY _ 6370 Skunk Ln,Cutchogue,NY 11935 EMIL POLYON EXTERIOR V GRANULAR FILL ^ V .• 14 ,A A P.T.PLATE \' a Project No.: v > e. e A` ' )•4n AT•ENDANDCE - IR-02 \, T' ,& DESOF WOOD GRADE • 4 , 'e• BEAMS '4 •4 d• �'�-9aa1/SignaNre�--------- .- V 4 • 4 •`4 ° p • ^^ NOTC BEAM FO MUDSILL IF REQUIRED 12' •� a T^ ••,,° -9 KEYWAY FOOTING a ,& 6X6 W.W.M. . , e• - MIN e e• �'�L p E... e,^ •] 4 4 4 . ANCHOR BOLTOONNECTION USE WITH 3x3SQUARE WASHERS MAXIMUM I 4 REINFORCING BAR `f ] A ' ,� I'_1 ... {{�� fr'-�•, '• A d'4 A' (USP LBPS58 OR BPM) NOTCH EQUALS 114 DEPTH OF BEAM �� • -E p D REINFORCING BAR ^ .. • REINFORCING BAR FOUNDATI 518•DIX ANCHOR BOL DRAIN TILE ® al DRAIN TILE P ANCHOR BOLT CONNECTION SUP TIN MAXIMUMSPACING TYPICAL CONC.MONOLITHIC FETNDATK)N.REINFORCEWRH2&3 "�� I•f SHEET METAL/30a FELT UNDER BEAM AT POINT (1 p THICKEN SLABS BENEATH BEARING WALLS SILL PLATE TO FOUNDATION OF CONTACT WITH CONCRETE OR CONC.BLOCK REINFORCING ARINFORCE FOOTING WITH(2) CRAWL SPACE OR FOUNDATIO ISTORY 72'OC 3' BARS f( f CB MMCING w „ SHIMS TO LEVEL BEAM SILL PLATE TO FOUNDATION TYPICAL CONIC.FOUNDATION.APPLY PILASTERS BARS. CRAW SPACEOF U NDATIO 2STORIES 36'OC 3'MINIMUM BEARING SURFACE FOR WOOD BEAM OCT� L/''+L •�f\/N{� I WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE OR TOFOUNDATIO — '" 2023' o SLABG GRAD 1-2STORIES 5TOC BEAM POCKET 1 GENERAL DETAILSI —�� 1/4"=1'-0' SOl:hDl TOtrJF1 B68rdifTnLltees Date: Seale: asrATrm DraWDg TIOe: GENERAL DETAILS&PLUMBING RISER DIAGRAMS r� a t• Drawing No.: N N T-001 DRAWING ISSUE N0. DATE ISSUED FOR 1 sumnwnloNNTlaarffs GENERAL NOTES 2 PI AN CONTFNTR• 3 -NAILING SCHEDULE 4 CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R-40 RESIDENTIAL 5 1).The information within this set of construction documents is related to basic design 1).RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE SINGLE FAMILY ELEVARESIDETIONS) DV/EWNG 7 g y gauge rap shall be attached to each JOINT DESCRIPTION NOTES SEE E EVAT ONS) intent and framing details.The are intended as a documents is aid,not substitute 1-1/4"x20 -R est pair of rafters in accordance to table 3.4. oTv. SPACING BUILDING HEIGHT 8 for generally accepted good building practice and compliance with current New York When a collar tie is used In leu of a ridge strap,the number of 1 Off common nails required RAFTER TO 8'WALL:33d COMMON EACH B State building codes.The General Contractor is resppoonsible for providing standard in each end of collar tie need not exceed the tabulated number of Oct nails in the strap. TOP PLATE t0'WALL 44fd COMMON RAFTER TOE-NAL TOTAL SQ.FT.OF CONSTRUCTION (SEE PIANS) io constmction details and procedures to ensure a pmfesslonally finished,structurally 'CEILING JOIST 8'WALL 3Ad COMMON EACH WALL•4-8d COMMON JOIST 11 sound and aweatherproof completed product. 2).RAFTER-TO-WALL ASSEMBLY: TOE-NAIL THE 2018 INTERNATIONAL HUIUUIN(,LOVE W/ Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10DESIGN CRITERIA SUPPLEMENT: 12 2).The General Contractor is responsible for ensuring that all work and construction accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters CEILING JOIST TO ASPER TABLE 3.7 EACH FACE DRAWING REVISIONS meets current federal,state,county and local codes,ordinances and regulations,etc. or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM-SBC IAP NAIL FRAMING ELEMENTS AS PEP,FLOOR PLANS,CROSS SECTION AND GENERAL NO-TES These codes are to be considered as part of the specifications for this building and the to the wall stud with uplift connections.Roofs overhanging the rake side of the building CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE EXT.BALCONIES 6 NO. DATE REVISION should be adhered to even If in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WFCM-sec IAP NAL DECKS 4 1 3).Dimensions shall take precedent over scaled drawings. 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 10 3 DO NOT SCALE DRAWINGS Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL 4 ( )• P ATTICS w/STORAGE 2 accordance with table 3.3b.When wall studs above do not fall in line with studs below,the BLOCKING EACH TOE DESIGN LOAD CALCULATIONS 5 2-ed COMMON ROOF GROUND THAN S LOAD 2 4).The architect has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL (LIVE LOADS PSF) s responsibility for construction coordinating with these plans,nor responsibility for accordance with table 3.3. RIM BOARD EACH END ROOMS(OTHER THAN SLEEPING) 4 7 construction means,methods,techniques,sequences,or procedures,or for safety TO RAFTER 2-1fd COMMON END NAIL ROOMS(SLEEPING) 3 8 precautions and programs in connection with the work.There are no warranties for a 4).WALL ASSEMBLY TO FOUNDATION: STAIRS 4 B specific use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift WALI.FRAMING• 10 connectors.Steel straps shall have a minimum embedment of 7Inches in concrete NAIL NAIL GAURDRAILS ANY DIRECTION 20 11 5).Refer to the Window and Door schedule for exterior openings. foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under JOINT DESCRIPTION QT, SPACING NOTEs EXPOS RE CATAG R (DESIGNED FOR CAT.Q the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the 12 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION or exceeds manufactures specifications 2-ifid COMMON 1RI6APPL1ON LSAPRtOYEDONLYPop WORN pecifications and applicable codes. spacing is to be spaced and sized in accordance to table 3.2a In addition to spacing, TOP PLATE Foor SEE NOTE:1 (ROOF- DETAIL PA RAL NOTE PAGE anchor bolts are to be s between 6-12 inches from the end of a sill late and all Nil.MAO S SHO u ARE N sPEa RE111E MN,Au 7).The General Contractor is to consult with the owner for all buil)-in hems paced p TOP PLATES AT JOINTS FACE a-tact coMMON NAILING SCHEDULE SEE GENERAL NOTE PAGE DLRER MATIENs SNOWNAIiE NOTTO BE REIIED UPON,OR such as bookcases,sheMng,pantry,closets,trims,etc. 5).TYPE I EXTERIOR SHFARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE TO BE CONSIDERm0.5 QSHFA eDNG APPROvra OR IN Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 24- FACE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.In the field,and STUD 2-ted COMMON O.C. NAIL FIRE PROTECTION Ym.. 8).130 MPH Wind load requirements shall be taken foto account during construction. 1/2 inch g�sum wallboard on the interior attached with Sd cooler nails at T o.c.at panel SEE FLOOR PLANS ed es and 10"o.c.in the field shall be i r accordance with the length requirements specified HEADER TO 16d COMMON 16,O,C. FACE SMO E&CO2 DETECT RS FOUNDATION NOTES: g Spec HEADER ALONG EDGES NAIL TRUSS DESIGN N/A-STANDARD STICKFRAME CONSTR CTION Consultants In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 1).The General Contractor and Mason to review plans,elevations,details and notes to ENERGY CALCULATIONS RESCH CK determine intended heights of finished floor(s)above typical grade. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: CLIMATIC 6 GEOGRAPHIC DESIGN F 0 2).All footings t0 rest On undisturbed(virgin)s011. PER FACE NAILR IA length adjustment factors In table 3.16. FLOOR JOIST,BAND JOIST, 2.16d COMMON Foor SEE NOTE:1,2 GROUN WIND SEISMIC FRGS WINTE ICESHIELD 3).Provide 11T expansion joint material between concrete slabs and abutting END JOIST OR BLOCKING FLOOD SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESI UNDERLAYME concrete or masonry walls ocounng in exterior or unheated interior areas. AllowablINTERe d wall lengths provided nR SHEARWALL Ttab a 3.14 shall be permitted to be increased when FLOOR FRAMNG LOAD (MPH) CATEGOR DEPTH TEMP. REQUIRED JHAZARDS 4).Any new concrete walls being attached to existing concrete structure shat) interior shearwaRs are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 20 LBS. 130 B SEVERE 3 FT. MODERAT SLIGHT TO 11 NONE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 65 2.4.4.2 and 2.2.4 respectively. QTY. SPACING TO HEAVY MODERAT - 5).Unless otherwise noted,all slabs on grade to be 4,000 p.s.I..Concrete to be 83'CONNECTIONS AROUND EXTERIOR WALL OPENINGS: JOISTTO: a-ed COMMON PER TOE SILL,TOPPLATc OR GIRDER JOIST NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Bader and/or ggirder connections shall be attached with uplift connections in accordance NOTE: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with table 3.5.W indow silllates shall behave steel connectors in accordance with table BRIDGING EACH TOE 6"maximum lifts(layers). P TO JOIST 2-fid COMMON END NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000#CAPACITY 6). P Crawls aces to be provided with a minimum 18"x¢4"access opening.Install one 9.CATHEDRAL CEILING ASSEMBLY: BLOCKING EACH TOE P2-ed COMMON 8x16 cast Iron foundation vent for every 150 sq.ft.of area. here a ridge is to be used as a structural beam,the rafters shall either be notched and To JOIST END NAIL anchored on tap of the beam or slope connectors shall be attached to each rafter-to-ridge BLOCKING TO: EACH TOE ROOF BREATHING REQUIREMENTS FOR WIND LOADS: Dam roof exterior of foundation with bituminous coating as required b current 3-16d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIA E N• PP 9 eq Y along the open ceiling ped it the building.Connections to the ridge and wall shall be be SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIE D Np a N.Y.S.Residential Construction Code.A 6-mil t backfh one film shall be applied over attached with the above requirements. LEDGER STRIP EACH FACE the below grade portion of exterior walls prior to bat#il Ing. 4'PERIMETER EDGE ZONE 8d COMMON @ 6"0. Ed COMMON @ 6"O.C. sacrxn�.,, INSULATION TO BEAM 3-IEd COMMON JOIST NAIL 8).Drainage as required by current 2020 N.Y.S.Residential Construction Code. JOIST ON LEDGER PER roc INTERIOR ZONE 8d COMMON @ 6'0. . Sri COMMON @ 12"O.C. �NO1�jBO1Mf� 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM 3-ed COMMON JOIST NAIL FRAMING NOTES 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4"O.q. 8d COMMON @ 4"O.C. - 5ffeo,Ea11 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TO JOIST 3.16d COMMON JOIST NAIL 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER BAND JOISTTO: PER TOE NAIL NOTES 1. ALL FRAMING TECHNIQUES SHALL BUILDING CODE AND NEW YORK OF THE MEN 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER 2-16d COMMON S T TE 2017 UNIFORM CODE SUPPLEMENT. CODE AND NEW YORK DEPARTMENT OF SILL OR TOP PLATE FOOT SEE NOTE:1 Applicant of Record: STATE za17 UNIFORM cone suPPLEMENr. 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.Z OR BETTER, 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOF SHEATHING: ISAAC C/� /�/'� p/�C UNLESS OTHERWISE NOTED ON THE PLANS JOINT DESCRIPTION PAIL NAIL 1).For roof sheathing within 4 feet of the perimeter edge Of the roof,including 4 feet on each side of the roof peak, J/' AC RA C 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. RECOMENED INSULATION AS FOLLOWS QTY. SPACING the 4 foot perimeter edge zone attachments required shall be used. 11575 MAIN BAYVIEW RD SOUTHOLD 11971 UNLESS NOTED 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2X10#2tASPERTABLE3.8 T.347-276-6093 E.cla BTR.DOUG.FIR BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL VAULTED CEILINGS:2'SPRAYED CLOSED CELL SPRAY FOAM CONTINUOUS STRUCTURAL PANEL WFCM-Sec 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to ratter/truss framing members with G>0.49. y@isaac-rae.com LENGTH STUDS ON EACH SIDE OF ALL OPENINGS.LVL HEADERS TO HAVE(3)JACK INSULATION R6.5 per inch.9.5"THICK COMFORTBATT THERMAL BATT Far framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6lnches o.c. STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF OPENINGS.BEARING WALL INSULATION R38 EILING SHEATHING Aft GFSIGNs/oaAwlNvs/REzrommrsANootxm o6aawRE55Er WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2X4 WALL 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For FORM RFRDNApEII�RtOPFRfYOF LSAACAAE LLc,ANDARE PROIECnm OPENINGS BETWEEN 41 AND GO AND 2X6 WALL OPENINGS BETWEEN 511 AND 85. WALLS:3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. JOWTDESCRIPTION NAIL NAIL framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. mroERTI¢AR�RrECMRAtwowcscaPrwcxrPROl�na+ACTGPissa PROVIDE FIRE AND BLOCKING WHERE APPLICABLE QTY. SPACING WITH ROCKWOOL R15 3-1/2"FOR TOTAL OF R23 INACL'EmING iM5 wPoRMAnoN YOVAGREE NOTTO REPRODIIGE OR S. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINQED FLOORS: 3"SPRAED CLOSEDCELL CONTINUOUSE INSULATION R6.5 PER INCH. GYPSUM 7.O.C.EDGE cMlSTRUCr n,IN WHOLE OR PART,VvmIOIRMEExP WwRm N HANGERS AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. WALLBOARD Sd COOLERS 10'O.C.FIEID PERMIssION OFI6AAC11AEARCHr1ECmpE 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR WITH ROCKWOOL R15 3-1/2"FOR TOTAL OF R23 JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TRE INSTALLED SHALL SLABS 3"EXPANED POLYSTYRENE INSULATION FOR RI WALL SHEATHING REQUIREMENTS FOR WIND LOADS: BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. WALL SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIA E 7. 7).PROVIDE 2-13/4-THICK MICROLAMS(HEIGHTTO MATCH FLOOR JOISTS) PLUMBING NOTES SHEATHING LOCATIO NOTES Pryect: AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE 1. AU water sir dralna a and ventin to be installed as er N.Y.S.Residential JOINT DESCRIPTION NAIL NAIL. AT PANEL EDGES SUPPORTS IN THE PANEL FIE D PR)Y. 9 9 P OTY. SPACING NOTED(TYPICAL). SEE NOTE: F 1,3(BOTH FIELDS) 8. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 90 O.C..USE SOLID BLOCKING Construction Code,and shall meet Suffolk County Health Department requirements 4'EDGE ZONE ed COMMON @ 6"D.C. d COMMON @ 12'O.C, Skunk ane Residence STRUCTURAL AS PER TABLE 3.9 NOTE:2 FOR PANEL FIELD IN FLOOR JOISTS UNDER ALL BEARING WALLS. as Stated On septic permit PANELS Ed COMMON WFCM-sec INTERIOR ZONE Bd COMMON @ 6"D.C. Bit COMMON @ 12'O.C. SEE NOTE:3 6370 Skunk Ln,Cutcho ue,NY 11935 9. PROVIDE BLOCKING AS EEDEDSAT EAVE VENTS BETWEEN RAFTERS.INSTALL 2. Verify septic system with the Engineer for Suffolk County Health Department9 DRAFT BLOCKING AS NEEDED. 7/16'OSB 3'O.C.EDGE 10. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM I/2' approval' PLYWOOD fid COMMON 6.O.C.FIELD NOTES THICK,4-PLY FIR COX EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOODTO 3. 3).If wall studs,plates or joists are cut out during Installation for any plumbing related project No.: COVER OVER PLATES AND HEADERS. work,provide adequate bracing and plates to protect and secure the structure.Verity GYPSUM 5d COOLERS T O.C.EDGE 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment IR-02 11. UNLESS OTHERWISE NOTED USE 3/4•THICKT&G PTS FIR ORADVANTECH WALLBOARD 1VO.C.FIELD PLYWOOD SUBFLOOR ADHERED WITH PL400ADHESIVE AND SCREWED TO FLOOR with the state code and manufacture's recommendation for maximum hole size and requirements shall be used. spacing permitted 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing �seaysrg0ataa. JOISTS.FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER 9 FLOOR SHEATHING' ) p 9 9 9 MANUFAC ROOM INSTRUCTIONS. HVAC SYSTEM NOTES NAIL NAIL members with G>0.49.For framing members with 0.42<G<,the nail spacings shall be 12. ALL BATHROOMWALLS70HAVE 5/8'THICK MOISTURE-RESISTANT SHEETROCK. JOINT DESCRIPTION Q-fY SPACING reduced to6inchesD.C. .j�'' j=_"' t`'1 !_ I l' 13. ALL 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8-TYPE X SHEET 1).Mechanical subcontractor is responsble for adhearing to all applicable codes and safety 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for ROCK AND TO MEET ANSWL263 AND DESIGN NO.L1349 STRUCTURAL PANELS 6'O.C.EDGE 14. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD, requirements.Manual,l D S Guide Imes t0 be(OIIOW.ALL DUCTS TO BE SEALED AND ed COMMON common nails i HENRY BLUE SKROOFSIN OR APPROVED EQUAL INSULATED Blower Door Test to be performed as required 1.OR LESS 120.C.FIELD r 4).PROVIDE 5/8'TYPE•X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ' .__. •t 16. ALL Sis. ALL ILL PLATES AND WOOD INC NTABE APPLIED WITH CTWITHCONCRETETOBEPRESSURE N system NOTES: 2).HVAC subcontractor is toTERIALS fun coordinate all s s 5).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ��)) ( � TREATED.SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP-R- manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN L 2UZ3 L i TEX TERMITE SHIELD OR APPROVED EQUAL 3).HVAC subcontractor to provide final system layout drawing and submit h to the General SCHEDULE NOTES ONLY. 6).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. OCT i Contractor and owner for final review and approval. 1).Nating requirements are based on wall sheathing nailed 6"on-center at the panel edge.ff FIRFRL OOKING NOIES wag sheathing Is nailed 3•on-center at the panel edge to obtain homer shear capacities,nalilg r requirements for structural members shall be doubled,or alternate connectors,such as shear As required by current IBC 2020 8 2020 NYS Residential Code-FIREBLOCKNG REQUIRED 1 ELECTRICAL NOTES: pates,shall be used to maintain load path. Rabloddrg shall be provided to cut ora an concealed draft openings(both vertical and horizontal)and to form an effective fire banter between i j _ __� ___.,___�_,,,•__ ALL ELECTRICAL TO BE INSTALLED AS PER IBC 202020 2020 NYS RES.CON.CODE stories,and between a top story and the roof space. I SO'u1.0!d 1:11 i i ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2).When wall sheathing is continuous overconnectsd members,the tabulated number of nags Flrebloddrg shall be provided in wood-frame construction In the following locations i shall be permitted to be reduced tot-16d nail per foot 1 In concealed spaces of stud walls and partitions,Inducing furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall i i34Hf'J D{I 1St-_as 3. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOU AE also be greblocked at intervals not exceeding 10 feet Batts or blankets of mineral a glass fiber shall be allowed as fireblocking In wells constructed - -•-^•---^ --^ ^- - REQUIRED BY IBC 2020&2020 N.Y.S.RESIDENTIAL CONSTRUCTION CODE. using parallel rows of studs or staggered studs. I. ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE 2).At ag inte=nneeWns between concealed vertical end horizontal spaces such m ocourat s ffra, dropcenings andcove ceiflngs. 3).In concealed spaces between stair stringers at the top and bottom of the hurt Enclosed spaces under slain shag comply with current N.V.S. NOTED Residential code. i. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 4).At openings around vents,pipes and ducts at lres calling and floor level,to mist the free passage of game and products of combustion. Date: Scala: i. ALL PLUMBING FIXTURES TO BE WATER SENSE RATED 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. Drawing rme: a GENERALNOTES tV Drawing No.: m N N T-002 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I Plumbing Fixture Schedule NOTES Description Family Finish I Installation instructions Count Flow Rate Type Shower Rainshower Head Bath Filler I1WHrhi POWDER EbATED 36'OFF F.F CONTRACTOR TO COORDIANIE WITH ARCHITECT 3 TS22001-TS22002-TS22003 DRAWING ISSUE Moen-Arris-Sinle_Handle-TS22001-TS22002-T NO. DATE ISSUED FOR S22003-EP 4'ELEVATION OFF TOP OF VANITY 1 3/15/202 SH Town DOB Filing 234/01/20211SH Town DOB Filing Shower Stall-2D 1 Shower Stall-2D 3 4/15/202 Engineering DepL G901.75 gpm handshower kit Shower-Handshower-KOHLER-Awaken-K-9836 Kohler-Metal-BN-Vibrant- 4'ELEVATION OFF TOP OF VANITY 3 2 GPM 1.75 GPM,BN-Vibrant a )5/26/202 Engineering Dept 1 Brushed Nickel Brushed Nickel 5 Sink Kitchen-Single VIBRANT POLISHED NICKEL 1 30"x 21" 6 Sink Vanity-Round 6 19"X 19" T Toilet-Domestic-3D WHrm 2 Toilet-Domestic-3D 8 DUO FIT IN WALL CARRIER FOR WALL HUNG TOLIET OTO DUOFRr1 Water Heater 10 W'oP UP VANr1YDRAIN 7 Low Consumption Toilet \WATERMARK it-TOTO-A Uia-CT418FG VIBRANT POLISHED NICKEL 23 01 OOtIOn it 12 DRAWING REVISIONS NO. I DATE REVISION 1 2 3 4 5 6 PLUMBING NOTES T a xrnewsre„wsw v&r T�v 10 EaucevrsaHOTMEwAtatSDrsERmE.w t�®cccu — IA�mawLeEAwaw®wAwwmHwwm�eoo��"�� 11 12 ALLMr.W000ID WAIFHIrt�e TOAE aHUUIF➢PFIF„IKPELTPi TAKERILEBEYO,IDlxESLevEOF Wtw( MOS AMUCATION LSAPPROVED ONLYFOR WORK qm�HTa Rua INDICAIHI ON TNEAPPIICATION SPEgpfAT10N SHEET.ALL NARAY MTEoatK,NH1In OnIEA MAMRS SHOWN ARE NOTTO BE REIIED UPON•OR IAVAmm.RWATE-I.—AT.- �xQ�gL@AO(�- TO eE CONSIDEREDAS DRIEA BEING APPROVED OR RI Hum,mnaxow�tano-McsuAiwvs 1 wAi61 GC.Ei 1.2,OaDOa PER fL11510q C VtlE Oa FpavAtDR WALF1r19, 1a-XW eew a/-I -- 1 It2-tnvaav Iv�Hwacw t¢1 1 ' I i ZH 1 1 1 Cona"Am ee: 1We " Surveyor: PROVIDE SHUT - ? 1vEfl David Fox OFF VALves AND �� ow �__ AN ACCESS Fox Land Surveying P 64 Sunset Avenue BRANCH LINE RISER Westhampton Beach,NY 11978 �RDOe I I HOT AND COLD WATER RISER Structural Engineer: 1�. Alex Spyrou AES Engineering P.aA„moo., wroPasEotAiAmmrooN 630 Fifth Avenue,Suite 2000 R>d.me.,x„aw cEcaao. mwLSE000woe,rawe E, — rr ------------------------------- -------------- ---------------------------------------------------- - New York,New York y<" eA ---------y-IM—LW ----,z >ti•HWetw rcw—►! 1 �,a'"W aAv ;v�mvaav ,sl ;w-Uw ecw I t2 mvecw �� ,t¢nx ecn I vr,nva vrxw ecw _ I j uEw r¢Y+ _X 1 I r— "v, 1 1 1 "Ew I=v aaKp PROVIDE SHUT I J. j v '^' 1 AN ACC VES AND Av I_ ' SR 17 AN ACCESSISER — j� , PANEL AT RISER BRANCH LINE awuxoE,mn I Iw HOT AND COLD WATER RISER Li Aretdleetef Record: 2 HOT AND COLD WATER RISER DIAGRAM ISAAC - RAE 1/2"=1'_O• 430 Main Street 2nd floor Greenport NY 11944 Contact;Isaac Clay Coffey R.A. NYS LIC#039767 a T.347-276-6093 E.clay@isaac-rae.com I I I I Project: j•wrr vRR veR l•ve+r Skunk Lane Residence I I 6370 Skunk Ln,Cutch ue,NY 11935 I I I� I[� I I I I o9 oEaa, I„4EaaN I !w"vrmuw I„rrwuw Project No.: ,mRooR IR-02 S.W Signa4rre: I � sEcoao",. a.aoc„ r --- ----------- ----- I I I I I I I I I I I I — F uvea ,yrven,y,aa l-veR iveR +yrvarr �•wR �vEHr gveR tyrvea Izvert I I I I w,l— I I I6NWR I �FtEDA/=C I I I I I I Ii�' — I I vrl>waa, t�oaAw I Wo 4=„rrow,w �tetrr Ea � � I � 10 oaaara wLaR w r 39T6T Oe rFOFT4 { • _i :,1i II i� Ill Date: scale: a �€ �,,1T - 202' ;�� DrawAgTtla: \J soros® a a�Ae,A,r V; i PLUMBING AND GAS RISER DIAGRAM ArenovEosi,c�vsys ea—ueroassnlxea.m 1 i SANITARY RISER DIAGRAM y - D—rg No.: — SANITARY RISER DIAGRAMI T-003 DRAWING ISSUE NO. DATE ISSUED FOR 1 OIDTOWNTP�4art35 STRUCTUAL NOTES: 2 m Nae 3 4 CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD 5 T DENOTES SIMPSON HDIOA HOLD DOWN AT ENDS OF SHEAR WALLS 6 Q DENOTES COLUMN UP FROM THIS LOCATION 7 8 DENOTES COLUMN THROUGH ATTHIS LOCATION 9 SO 11 12 SPREAD FOOTING SCHEDULE DRAWING REVISIONS NO. DATE REVISION E�aYW.rn REnrrnow 1 Q e ®aw WALL BEARING FOOTING 2 ` EawavTcwa o�rtw ISO.SPREAD FOOTING 1 2 3 4 5 6 3 4 © a,lz Faw rA 0 oma GARAGE WALL FOOTING 6 7 8 COLUMN SCHEDULE: 24•-7• 16•-01x2' 9 SO MARK SIZE(LNWxD) TYPE REMARKS12 11 SC-1 5XSX1/2' HSS ASTM A36 BASE AND TOP PLATE TO BE ; COORDINATED W 1,1i INiSAPPIM'ARON a APPROVED ONLY WR WORN FABRICATOR W=ATEDONTiEAPPIICAT10N5 aRCA,IONSHE .AU. SC-2 (4)2X6 WOOD ISO.SPREAD FOOTING I 1 : On1EAMATRrsl M WNARENOTTOBERE UPON,OR TO BE CONSIO=AS QR/ER BEING APPROVED OR IN I rcrOD I I I HEADER SCHEDULE: I I i i 2 ccnsunanta MARK SIZE(LYWxD) TYPE REMARKS 3 A30 1 5,04 Oae7 I A300 1 LVL BASE AND TOP PLATE TO BE H-1 (2)1.3/4 X 15 7/6' COORDINATED WITH FABRICATOR A H-2 (2),.314%,17/6' LVL H3 (2)2 X 10• DOUGLAS FIR#1 2%KING STUD 2XJACK STUD $� ^�——————— ————————— v SHEATHING SCHEDULE: -- r MARK LOCATION THICKNESS NAILS NAILSPACING 0.-10. 4•STRUCTURAL GRADE PERIMETER INTERMEDIATE , SH-1 FLOOR T&G PLYWOOD 1013 4'O.C. 0 - YrSTRUCTURAL GRADE 0'-7' •-T SH-2 WALL T&G PLYWOOD 1013 4.O.C. 12'O.C. - 1 SH-3 ROOF !Z'STRUCTURALGRADE lOD 4'O.C. 1210.0. T&G PLYWOOD B WALL SCHEDULE: 1^ "'•L^ --- - ---- ---- - - - 7-1---- - MARK LOCATION TYPE COMMENTS p - Icouerm .'1 '- _ �oo, ql APP6cant of Rernrd: 10'REINFORCED 85 REBAR BOTH WAYS SEE A301 FW-1 FOUNDATION CONCRETE SECTION IX.W-1 EXTERIOR 1/2'STRUCTURALGRADE 2%6WALL,6-G.G. �.'. 1 BE ;; -- -- _ ISAAC - RAE T&G PLYWOOD INTERMEDIATE BLOCKING A6 G' __ __ ____— — _ __t _ —_— ——__— __— — __-- _ — _ _ _. __ __— _ — _—_ _ --_ REQ. 1 -r 11575 MAIN BAYVIEW RD SOUTHOLD 11971 LW4 INTEIROR 2X6 DOUGLAS FIR @1 INTERMEDIATE BLOCKING AS 1 '! ) ' _ 1 t,• T.347-276-6093 E.clay@isaac-rae.com REQUIRED I :� I I o� 1 •i,: r - i N AIL OESIGxs/oRAYANGS/RENOFRRIOSANO o,HEH DL540w{�SSEf " FORM XEIANARETNE PROPERIYOFL4NGME LLC,AND ARE PROTECTED 1 �I __ _ W.a I uNOER,xEaRwnccruRaLwaRlcscoPrraGxrPRorEcnonacroF>sso. STCTU rI RURAL NOTES INac�TlNcrws wFORMAnoN rou AOREENmro REPnoollw oR 1/2"=1'-0' J `�-- — _ . ,, corsmucrR,wwgolEORPARf,wmlourTHEE%RItlTWiIntEN PERMLS90NOFISAACRAEARwITECNRE 1 CRAWL SPACE Project: Skunk Lane Residence 6370 Skunk Ln,Cutchogue,NY 11935 ` 1 mo+DE' 'rwmru"rticua _ - 1 Project No.: .1 cmc I aowr1 IR-02 - F - ----- ---- -------- - ------- - 1 - - -- ---'r--.-- -- �-� CONSTRUCTION NOTES: � �+ aY Nm — y s-fila 5-a1P s-B1re s-61ir ! i`({} U — 1ar3 /}l'Z Cal PRab5FDP4f>7leDAliw WA4Leff SIRaCIVn"LiCN DETNB //(�- \�---� __- - - _ ——— --r— - - cal PaoPosmmolwG®rnv l -- - I i "•RnmvRRaMmvart I 'I- �' i •• ." sle.wui.•u fRwlwPm TwRowRuuNa ! I I ,�__ Bo3rd 6i T"rustceS_•_..-.^...-,.•,� —..�G PLAN LEGEND: i Date: Scale: ( NEw moPosm ramwesadDW avoTraomxOnsrrorm Dravnng Title: CL ® " ' F�"nwwuLNEBsacoulE _ z PROPOSED FOUNDATION PLAN m CONSTRUCTION NOTES FOUNDATION mn PLAN Drawing No.: O N A- 101 m n FOUNDATION DRAWING ISSUE `!:1•' `,`�+,`�� _ NO. DATE ISSUED FOR 2 IB�Y1010 60m11101DTOHNTNSIEP Isukcrn Magnum 48"F treplaCe ISt9�rc 3 .., u •,� ... ..._.v 1 .�.. .15\ , `t.,.. t 6�N7i0�'ipvL11WG41Abd AarltaE�ih 146L�E....r 4 B 6 Project Neme: Location: 7 e �a3• I o--- r25 W'l 9 + T i 2a \° ' t; Te'z' NO DRAWING REVISIONS ATE REwS ON Top View B' 1 2 2 3 4 5 6 3 4 s 6 38' a• 61. ,e o• 7 spp 9 DL It--vsv—SII I 3 A. AJ002 10 11 _ 5706 i —+I 12 5" FFDntVieW PlanVlew SldeVieW I THISAPPIICAl10NI5APPROVED ONLY FORWORK ��- WDICATED ON WE APPLICATION SPEaROAHON SHEET.ALL • 'i i:; OTHER MATTERS SHOWN ARE NOT IU BE REELED UPON,OR MINIMUM FRAMING DIMENSIONS is I _ I TO BE CONSIDERED AS ERHER BEING APPROVED OR IN •TLIBPCt1GF.,�UY+'1'[pNS'��'_., i. CIu�aTemPCEwm, -_ `: Co—ftwa &ki Coim: _ TED ';:�`,."i-4:•'::.'%�:i:'::.;'i::: �'•��':-�:: BA3Polan r��M - 4'-Y T-3- 13'-01/2^.%;; w•.. - _.. Off— E —RSHTCh4nnerf •' •,:; __ _._ _ _-.--'-_ ---.-.::- b ' .mbY.aWm1'u'WjU,dMAgtwm eat!1!?F?Ye?iskit»o:tYBPo,Mt.;nds,'! ii. „ o,o -- - ---- -- - - - -- - _ __.__ fiwWkt MdeNmnaYAotuMµddd• .•.. ,,.:•x:::' I' _.___._. __- _ _ _ __ IT I i xa Rnfatfi 6a0196Mrnm WBsti,00.LLC — —T.-ET w�aD, i f Cm CONSTRUCTION NOTES: Applicant of Record. cG°eDmmA,°¢',PLioCaPP.�WosEEEODOAFEPolEnEeLUvrLYwec�w6EsE.P�EACNsEaE➢®LLEute -.___--___-c_-di.-__"_--_-.--.�_-_.._--.__--__---_----_---_---_.----. --_.__.--__-______--_____._I--..-.- ",�- Oa-0 _-r0 - _ ISAAC RAE 1157527IEW RD SOUTHO LD 11971 T.347- 6-6093 E.clay@isaac-me.com —a 'WATRNDw Dm Ofti75E0BWESTeNEPAllO -6H-• '- - __ _ ___. _._.. _.__ ___.._ _ _ ucto, 7- D =DS IDNGE/ ADORgOS s FORHNERONMETEPROPERYOALFAARER D INDEAIHEARCIDIECM VORKSWPIAIGNFFROLtLRIONACFOF]90a I-ACCEPDNR W WHDPoIEON PARE MAT . O Ce,J ROD— ' TNEDD'l1gE WRrE1RIR RRMIaSION OFISMCRAEARFJIIIECMLE� PLAN LEGEND: ----'- --- ,=' .• --:-. -- ---- :""---- --- --- ---- ----�1--- - --li----- --------------- ---A:aa1--'-'_-- r -- -- -- -- -` -I- - -----' -- -- I'- ' -----' -- - - ----..T�a'-..----- -g'-,-: -Lot -----------'--'— _ --- - ---- --- --. .-- -'"--- - ----------- "--'-- ---'------ ---- EXISTING "',; P.Ject: D I 2 A-002 an- — • - r--� .. o,l---- - - - --- ---- - -- - - -15'- - - - WALL TO BE REMOVED Skunk Lane Residence L--J 6370 Skunk utc g Y 11935 PROPOSED WALL -r Proj No, _ I t.f J Ln C ho ufi N ..ti I I:a �a >I I - 1 ..- -- - -- -- -- - - -— - -o A-301 -•;,..� L'.-; ",,: __--_ ._ __ ...._ ... _ _. _- _ ._...__ SaV i I f TABLE OF INSULATION VALUES: ❑ _- - WALL TYPE A. ca 5.5-THICK COMFORTSATT THERMAL BATT INSULATION R23 FOUNOATION WALL TYPE A: __ , ___ 11� 6�•, 2'THICK DOW STYROFOAM INSULATION RI3 2023 cao OCT V � t CEILING TYPE A: 9.5'THICK COMFORTBATT THERMAL BATT INSULATION R38 -- -- f 2'THICK CLOSED CELL SPRAY FOAM INSULATION R6.5 PER INCH CEILING TYPE B(BALCONY): Saa.�LcE��ek;n FLOOR TYPE A: 5.51 THICK COMFORTSATT THERMAL BATT INSULATION R23 cm �� Board of Tf�!S'Oe.i IRDaO,e),p1021..�.. � FLOOR TYPE B: I °nA"E^ j Date: Scale: 2-THICK KPS FOAM BOARD INSULATION R10 AT SLAB ON GRADE ASND NOTE: Drawing Title: Q- NOTES' FIRST FLOOR PLAN 1. ALL ACCESS PANELSJHATCHES TO THE ATTIC MUST MATCH THE R-VALUE OF CEILING TYPE A. TWO STORY HOUSE TOTAL GFA 3,151 SOFT NEW n NO PROPOSED BASEMENT OR ATTIC SLAB ON GRADE AND CRAWL SPACE <V Drawing No.: e0 A 0 PROPOSED FIRST FLOOR PLAN - 1 02 DRAWING ISSUE N0. :D:AA7 ISSUED FOR 2 3 pmIect Name: Location: �6 8 251 9 10 31 J.2 DRAWING REVISIONS NO. DATE REVISION Tap View 2 69 U. 4 —3711- 76 1.0 12 Front View Pian View Side View THISAI'PU ONMAPPROVEDONLYMRWOM INDICATEO ON WE�PLICXTION SPECIRCAMON MMT.All. MINIMUM FRAMING DIMENSIONS 6 OMM M�SsIiOWN�NWTOMRMW mom OR Rw flftt¢— 0 Sft�-- Consultants "kp-9L A-300 aw�Psr 5-104 71, 29w D...,.T..kd.. y. R..W10 Hai CONSTRUCTION NOTES: A it q- Acanto/Record: 01—MFka— it ISAAC RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093 E.clay@isaaLrae.com --p ALLDMMNS/DRAWINQSJRENDERINWANOMQROMCLOSUI—SU —MOPnOYffLSOACRAUA�NOAREMTE0fED 10— S.-8. 11'-11/2'... PLAN LEGEND: w: EXISTING WALL TO REMAIN xW�r ------4 —-—-—-—- Protect 4:1 WALL/ITEM TOBEREMOVED -F Skunk Lane Residence L---J 6370 Skunk Ln,Cutchogue,NY 11935 PROPOSEDWALL b Pro] t No, JR-02 ------------------ F" -E--- Ij�) TABLE OF INSULATION VALUES: b WALL TYPE A: 55"THICK COMFORTBATT THERMAL BATT INSULATION R23 OCT 6 2023 1 FOUNDATION LL TYPE A: 2"THICK DOW STYROFOAM INSULATION R137 CEILING TYPE A: 9-S'THICK COMFORTBATT THERMAL BATT INSULATION B38 2*THICK CLOSED CELL SPRAY FOAM INSULATION PISS PER INCH Tm-jr. NOTE: 6 6'-31/2'! 41/2' 3.6* Ao3 ! CEILING TYPE 8(MCONY): Board 1-f Truslee's FLOOR TYPE A,- ZndFIwrAma1I75Kft 5.5'THICK COMFORTBATT THERMAL BATT INSULATION R23 FLOOR TYPE B: Date: SCS.: 2*THICK XPS FOAM BOARD INSULATION RI 0 AT SLAB ON GRADE Astmm 2 NOTES, D—ftg"nfe, 0. w 1. ALL ACCESS PANELS/HATCHES TO THE ATTIC MUST MATCH THE RNALUE OF CEILING TYPE A. SECOND FLOOR PLAN In !2 D,.M.9 N., o PROPOSED SECOND FLOOR PLAN 1 ,/4 0. A- 103 DRAWING ISSUE NO. DATE ISSUED FOR 2 a 4 5 6 7 a 9 10 DRAWING REVISIONS NO. DATE RVASION I 2 3 4 5 - 6 7 8 -- 9 10 12 7DIM�UMTIONM�ROMDONLY RWORK 2 3 4 5 6 WD]WED ON WE MIRUCATION SPEORCA71ON SHM. MM MATTERS SHOWN NOT TO BE R�UF'ON,OR Consultants % P Applicant of Record: Sr., J1, ISAAC RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093 E.clay@lsaac-rae.00m -------- MIGNS/DRAWNGS/�ERINW AND OMM D=MR0 D COMTROUITMMOMORP=,�—E—UOT� FTN�ONOFIWO��rRMRE t 6370 Skunk Ln,Cutchogue,NY 11935 1.4 Skunk Lane Residence 'N' Project No, IR-02 Sealf Tignatura: Ti E R I REFLECTED CEILING PLAN LEGEND: 7?-, 4. 2023 OCT qp 2-DUPLEX RECEFI-ACLE t 031" 2-DUPLEXGFIRECEPrAcLE c'..U ha 1 d—v,) n 0 RECESSED DOWNUG14T ALL RECESSED DOWN LIGHTS TO BE LED Board of Tqistees 5 LIGHTSWITCH Data: Scala: 3 WAY LIGHT SWITCH Drawing Me: REFLECTED CEILING PLANS&ELECTRICAL PLAN Drawing No.: C4 A- 1 05 DRAWING ISSUE NO. DATE ISSUED FOR .1 '—-J----- 2 3 4 5 6 7 io JA DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 7 a 9 10 32 THISAPPUCATION ISAPIPROVEDONLYIFORWOR 2 3 4 5 6 INIXCATEB,ON ME"M TION SPEaRMT[ON SHEET.All OTHER NATTENS SHOWN ARE NOT TO BE RWED UI`OK OR TO BE CONSITIONED AS EITHER BEING�R(HIED OR IN Consultants OR r % % Applicerit of Record: ir -1 ISAAC RAE 6 6- 6' L5- 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093 E.clay@isaae-rae.com IT,IN WHOU OR PAM,WM.a ME�Cff WFUTTEN AtliA 0 -1�-;k* kunk Lane Residence S 6370 Skunk Ln,Cutchogue,NY 11935 V- -v GIIProject No, 1 -02 R -3L L rr REFLECTED CEILING PLAN LEGEND: ctwa 2-DUPLEX RECEPTACLE qpF' 2-DuPLEx rFI RECEPTACLE 0 RECESSED DOWNLIGHT ALL RECESSED DOWN LIGHTS TO BE LED LIGHT SWITCH Dole: WAYLIGHTswrrCH D,.M.g TN.; Ae REFLECTED CEILING PLANS&ELECTRICAL 9! PLAN D,"rig No.: A- 1 06 DRAWING ISSUE 2 1 NO. DATE ISSUED FOR A4 01 A-301 1 o30-A1a soumaDravNFwm¢s 2 3 — — — 4— — — — — — — — — — — vS44ti—� 5 6 7 8 9 10 Pou � — — — — — — — — — —— — — — — — — — — — - DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 7 — — — —— — - - - - - — — _ �.A�aEba.ae�a—� a rr.I�swemowTowET SO apcm,e ,oz,www 11 b 12 O O R 1NLS APPLICAl10N IS APPROVED ONLY PoP WORN INDICATDONTHEAPPUCATONSPECIRCATONSHEET.ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS DHNER BEING APPROVED OR IN �-r—� — — — — — — — — — — — — — — — — To Consultants ILA I — =III=III: _— --Er 4E1=_—_= 1=_— I+�±I=11= I ISI EI N�-11��FI1=11 e.a,7 I— I I—IIIIII I—III— III—I I—I I I—I I I I—I I I—I I I—I I I I—III— I—I I I '— I— I - = I�IL—J-11=11I=L.I.I�I I -11 =1 I I�1 J�JIL�LL�ILJ I I�I =1 I-1 IJ_l_L.L�LLI�L.L�I I�I I= I—I IJ�J_L=LL I I�I I=1 I I�I IJ�J_L�LL I —III=� n000 2 PROJECOT 1/4?_ =J' WEST ELEVATION 2 1 .300 ''B A-300 Applicant of Recmo: - ISAAC - RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276.6093 E.clay@lsaac-rae.Dom FORTH ALL D6IGN5/DRAW HNCS/RENDERINGS AND OINEIi DIGaD5UPF5 SEi ND UMDERNEIHERDNARETNERt 0FL5MCRAE tLC,ANDANEPROTECTED °cf ARCMIECNRALWORNWORKS COPTOGNF PpOFECININ ACFOF3990. IN ACCEPTING T16 OiPoRIMTON W lU AGREE NOF TO REPRODUCE OR b CONST2UCT R,W WNOIE ORPART,WRHOUTTLE WIICR WRTFN PENMLSSION OF ISnILORAE MGe1ECNRE Project: Skunk Lane Residence 11 11 11 _LLILLILIL I ll 1 11 11 lir 1 6370 Skunk Ln,CutchDgue,NY 11935 — — — — — — — — — — — — — IR-02 Seal/Signal,e, _ A��xtN�iort www �� ; � k`� .-✓r Y — .� �--t i[i -; 0 CTI O 202 i ? CONSTRUCTION NOTES: ]E. [ s Southoldi61wn EOI. Imard of lrusteos_Pr�- .._..3 PRDPW®�AWNRReHCO MNSCR[£N ,�•__.__-�.••—••_� '••— PRePGC-FDSTUCCD — — � Date: Scale: Asrror® Drawing Tice: — ELEVATIONS ca 77— ELEVATION LEGEND: — �-{ �_ III-1 11=1I 1=1 11=1 11=1TT _ I= —ITT _=1 I I-TTI=1 11=1 11=1 11=111 _ —_-_ gw vaav�m w� sDRG =a1� 11=111 111=U—UU1J=11J=111=1L�=111=111—IJL-111-11 111=1) 1IJ—llI Ill-11 11X111=U��11=111—IJ1=11J�1� 1=1u-11J=l11-111=111=1 � Drawng No: �I-fll�ftl=ltl-fli�tl-lfi�=111-f11=tt1=t11-f 11-1 t1=III=t11`=t I1=ttl=rtl=f 11-111` — 11�It1-111=111-111-1tl�ttf-il 111=111111-1t1=t11-�11-t NA-200 m ll PROJECT SOUTH ELEVATION 1 2 3 Aa00 AJOo 8-104 DRAWING ISSUE NO. DATE ISSUED FOR 1 eqN mrowN� 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 6 7 O O © O 8 O O SO 11 4'-912' 3'-81/2' 1'-10' THIS APPLMATON N APPROVED ONLY FOR WORN 11 IN _ _ _ _ 'm INDICATED ON iNE APPIICATON SPECIFlPA110N SHEET.ALL OTNFA MATlEltS SHOWN ARE NOT T]BE RELIED UPON,OR — — TO RE CONSIDERED AS MER SONG APPROVED OR IN Tottr-tt Consultants O O O O O O -1Tf—=1 =_ 1T—I--=1 _111=1-- - - - �JJ=�1 l�1J=1 l r-I 1�11�I11lr I-1 U=111=1 I-lll X11 r 111-111=11 r 11�I11— L11 I�IJ=1 Ulla i-ttl-ti Ism=itr=-riitr=-I I ti r-I -m-tI 1=m-itr i r tt 1t1�1 r_fi�r=_m it rl r�Irr_-I�1 rr=-ti r=-m-il ri r=_m-1�l - -1 1=1 1=I 1=I 1=1 I—I I—I 1=I I—III—I 1=III=1 I=1 I—I 1=III—I 1=1 1=1 I—III—III—I 1=1 I=I 1=1 11=1 I—I 1=III=I I= =1 1 I-11 1=1 I I—I 1=1 —I NII ,1—I I—ITL=1 1=TTI=1Ti 1=1 I=TTI—I —ITL I—i —I —I 1=1 1=1 1=1 1=1 I—I I=1 I—I —I 11=1 I—i I. -1 1=1 I=I 1=TTI=1 1=1Ti=1 1=I I=1 1= 11=1 1=1 11=1 1=1 1=1 1=I I=I 1=ITL=1 I-1 1-LTi=1T1=1 I=1 1-1 1-1Ti=TTI-1 1—i 1—I I=1 I=1 I=1 1=1T1=1 1=1Ti-I I-ITL- - - - 1-1 I -1 I I-111-III-111-III-III-11 I-111— I-111-III-1 I I-1 11-111-1 1-III-11 I-III— —1 I I=111-1 I -1 I L— —1 I -1 I-1 -1 11-111-111-111-III-111-III-III-III=I 2 PROJECT NORTH ELEVATION — Applicant of Record: A1 D1 A301 - ISAAC - RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093 E.clay@Isaac-rae.com ALLDE51GN5/DRAWINGS/RENIIERNGSAND OINFR D6f105U—W FORK RERDN ARETNE PROPFRIYOF ISAACRAE L"rARE PROTECTED UNDEItM AROHIIECR M WOWCS COPYRIGHT RiOfFCtION ACTOFSSSO. IN ACCEPTI NO 1145 NFORMATON YOU AGREE NOT TO REPRODUCE OR CONSTRUCT R,N WHOLE OR PART,WRHOUTTHEEIIPIICR WNREN PERMISSION OF ISAAO RAE ARCNITECNRE Project: _ _ _ — - — _ _ _ — - Skunk Lane Residence 6370 Skunk Ln,Cutchogue,NY 11935 Project No.: IR-02 _seaV,SigneMe- CONSTRUCTION NOTES: O O O O � 1 ©CI 20231 -� f ! 6 I i if! Tnocamsww eArTe+DorlG 1 Inor emwAwMUNca RutswEa J ul0�u Town - morcstnsnrcco B:`.3tr�0,f i.LUC6CS t — — — 14. EwnN a iO01jItT� Data: Scale: ELEVATON LEGEND: - -T 777M IONS Ye: I—A ELEVAT o Y VRCN�mGYN W R Y SO®SOF O -tt1=111-11 rttr-lfi�—t1t 1T— I—lt f l fi —[TIE 111EtITMI_ 1T1 T 111-1 ITL 1 I t-111=111=f It —Ifi�rtt1-111 11=�tl=f It 1t1 DRAWING ISSUE NO. DA'M--F— ISSUED FOR 3 4 5 6 9 10 it12 DRAWING REVISIONS NO. DATE REIISION 1, 2 3 4 6 7 a 9 10 1 it 12 1 MIS MPLICATION IS MMOVM ONLY RWORK INDICANEDONMIZAPPI.] ONSFECIHQATIONSH�.� OMM=TWISSHO1ffN�NOTTOSIERWMIJMN,OR SIE�D ,R,mNM===ROWDORtN Comultants G E B A C B A T T AppRcant of Remd: ISAAC RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 t T.347-276-6093 E.dayPisaac-rae.com 3 A-501 0&dp�V j— Skunk Lane Residence 6370 Skunk Ln,Cutchogue,NY 11935 1 41 P,.Jed NO.: IFI-02 f F-VI L' 2 0 23 1 Lily-A TF= P r--i fl T+--=P -I=—w Board o;Tpus'ses IE#�Ei fl D.I�: rzale: 5M 1-1 1 IE H IM ...IHI E F1 E'''Fl�-''Fl IE'' I 1-r='-' F1 r=-'11 0 1 1=1 I z :11 1E —I I EE111 11 1 1 =1 I I =1 1=1 DraWng TWO: I F BUILDING SECTIONS I 4=11 IF IF IF IL I 1 -1 MILL wil I-L—I L--T=IrL—fl=l L:I I I I I I I 11 111 =1 1=1 I I_- ill IL D—bg NO.: �,�Section2 ZZ 1/4'=V-0" A-300 1 2 3 4 5 6 DRAWING ISSUE NO. DATE ISSUED FOR " 1 2 z.+zRaoF RAFrRIs 3 3 I I A•500 4 6 II I 6 ! lil T III i 10 i u ATROSPAOE 1 12 I I ' I'I DRAWING REVISIONS i Ii1 I NO. DATE REVISION — — — - — — — — — —— — — — — — —— — � — — �I- — — — — — — —— — —— — 1 —I— 2 3 4 I I 6 I'1 I I 9 J 10 iz _ TNIS APPIICAIION ISAPPROVED ONLYFOR MRK -- — - — — _ _ =.0,}'Ig _� OIDICAIED ON IHE A FUCARONSPEORCATION SXEEI.ALL __ __ _ -—__ __ I ONIEA MAi1FR55ROWNAf✓E NOfTO BE RELFD IIPoN,OR TO RECONSIMMAS DRIER REWG APPROVED OR IN I I i I I . I I I ConSURantS I I tVI-Gcew I O6 — — F•cw pl�—� . I I I ISI 1=1 f CT Tf=—H —T-=—}Filfi=i f __M =1I1=1I1=1 r'. III-1I -1II-1II-1I I-1I1=1I!I-1I1=11I:111=1II=I I1=111_ =111=1I1=1I I-1I ISI I1=1I I-111=1I I-1I I-1rl II Ip III-1I -1; I1=1I I- II I 1II-1II _ _ _ 1=1 I =1 I .III-1 11= 1-1 11=1 11=1 1=1 1-1 11=1 11-1 11-1 1-1 I I. 11=1 11=1 11-1 I I-1 11-111=1 11= —1 11-1 I I-1 @)_ e SoBon 4 _ 1 2 3 4 5 6 Applicant of Record: ISAAC — RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 i ! T.347-276-6093 E.clay@isaac-rae.com 1 ALLD61GN5 ORAVAX / GS/RHYDEARIGSAND ODIFR DLSCLOSURES SET I t FORIN NQIEINARETI�PROPETf1Y0FLSAACRAE ILC,ANDAREPR0TECIED UNOFR 111E ARCMIECNRAL W ORXS OOPYRIGNT PROTECOON ACT OF 1990. IN TRT IIXM M WFORMAPI r,U rr0M OITORETRODUFEOR CONSTRUCT 0FI VMDIEORPART,VATNOUfTNE El(PNCR WRIREN PER MI590N OF ISnACRAE ARCHIIECNRE 1W000W® Project: _ - _- _- - - - -- - -- - - - - - - - - - - - - I:I Skunk Lane Residence _ _ 6370 Skunk Ln,Cutchogue,NY 11935 8 IT, I.I Project No.: I I R-02 III 1 _ Sea/sigmu. !I alo riYw000w® C f— :^ `-w C ii cr,7 I`5}i — — — — — - — — I I OCT - 6 2020 inch,Tm-,;I. I I ' Will", III IF—DePw® __Boarl, r1i 9013 .zioRr .�.•. _.m u..- _ T7T7--=_FFFFFF=—_7T. _— — — — — — �—_— .— _ — — —_— ..= .i ..... -� .� � � .-. ••: I I — y°°Ri— OraMn9 TMe: � - — "�� BUILDING SECTIONS I I=1 I=1 r. III=1 I I=1 I=1 I =1 I=1 I I=1 fl= I=1 11=1 =1 I =1 I=1 I I=1 I=1 I=1 I I=11 =1 I -1 I-1 11=1 1=1 11=1 1=1 11=1 1=1 I I-1°s I I I -_ =_ I k_ I�—#I _=1# kl k i #1=1#�I 1-111 .: ,' ,. I —I 11-111—III-1 I I—I 11—I I I-111— III-1 I I—III—III-1 I-1 I—III-11 11 -1 I-111-111—III—I 11—I I I-11 I—III-_r .. . I—I 11—� DrawIAsNo.: N —I I I-1 I I I-1 11=111=I I I—III—III III—I I I-111 I I—III—III—III—III—III—III—III—III—III III—III—III—III—III—III—III— III—I A-301 1 Section DRAWING ISSUE NO. DATE ISSUED FOR 1 SCUMgDIOYINTVGSRF+ 2 6 9 10 12 DRAWING REVISIONS kS' NO. DATE REVISION .: 2 3 F' S pl 4 5 ,. -�i;Jj,� IzsTNsrtns g 10 TNISAPPLMAMON R APPROVED ONLY FOR WORN It: T. bl INWCAIED ON THE APPLICATION SPEpRCAnON SKIM.ALL 3' T' CL..''' DMER NULTIERS SNOWNARE NOTTO BE RELIED UPON,OR MBE CONSIDERED 0.ETMFA BSMG APPROVED OR M CDnsuitanm OIA.3NeNDIIAIL � - �.*--A:✓a:^ - — I — — r — — — — — — — sa9Y T� ill i'FsriS"rsr:^,::•�14.,,:"",!iy:.�'.iiP.-:'.,+:,,:,,:,, ";�,ti..,.«, 3 MC STAIR 4 WeGDG,AMaN�r AppGoan,of Record: .wD�Re 5 ISAAC - RAE 11575 MAIN SAYVIEW RD SOUTHOLD 11971 • -- �____-__-- -------- '--- -- --- ------- ------ '----------------- -----' T.347-276-6093 E.clay@isaac-rae.com -------------*TED „n A DMJGNS/DRAMNOS/RENDERMCSANDMMDI5CLp UMSET I ' „'�, FORM xENRNAAETNE RIOPFAlYOF ISAADRAE IIL•ANDARE PROLFCTFD ' rw1- __________ ------- W acarnncTxLs WFORmnnoN You acREEnorTo REPRDouce oR ilii+ ____...._. _.. _..,._._ PELtML5810N OFISAACAAEARdIRECNRE I „n — _--_--- -__---_„; -.—_-- _.- _-_--.- - -_ — _ - Skunk Lane Residence 7 I rr__________ -F.�I ` wwlE oNCTIffID ; ii I 6370 Skunk Y 11935 I --------� -------==r. � I � ----- --------- I(�I ---�----------� -- —--- ------- - -- ----- ------------------ IR-02ND.: _ _'I ---------------------- PDsroowNTO _ _ _ _ _ _ _ 1II—III—III_II r= _ _ — _ _ _ — _ _ _ _ F« D,DD«NNOFeD2D ____________________ t DRAWING ISSUE N0. DATE ISSUED FOR 1 vm-mIs mumanrowxiaw^rr>:s 2 3 4 5 6 7 STANDING SEAM MEL ROOF, 8 SNAP BATTEN PANEL 9 10 11 9.5'THICK COMFORTBATT 3-2 THERMALBATT INSULATION R36 DRAWING REVISIONS I I I 2X12 WOOD ROOF FRAMING STANDING SEAM MTL ROOF, NO. DATE REVISION @76'O.C. SNAP BATTEN PANEL 5.5'THICK COMFORTBATT 1 I I - THERMAL BATT INSULATION R23 2 I 3 2'THICK CLOSED CELL .� 2X6 WOOD WALL FRAMING 4 Li L 5.5'THICK COMFORTBATT SPRAY FOAM INSULATION t THERMAL.—INSULATION— R6.5 PER INCH S 6 7 ALUMINUM HALF z' 2'WIDE INSULATION 8 ROUND GUTTERS THERMAL BREAK 9 2X6 WOOD WALL AND LEADERS TO 10 FRAMING DRYWELL AS PER < - _ - - _- _ - - — _ - it SITE PLAN12 '-`� _" �•� TYPICAL HEADER (2)14'LVL TMS APPDCATNIN IS APPROVED ONLY FOR WORK )r RIMMIEDONTIIEMPDCADONSPECIRCKOONSHM..ALL ;+� �•' OINFR fMTlERSSHOWN ARE NOTTO eE REllED UPON.OR r C; �x _ - - - _ - - - _ - yq.:y TO BECONSD)FFOD AS FIfNER BEING APPROVED OR IN yti CanSuHanis I I ' I I TYPICAL HEADER I �5 (2)14'LVL - �: I I = _ 2X12 WOOD ROOF FRAMING 2'WIDE INSULATION THERMAL BREAK I I I : — - - — - — - - - �.wie=n•-C� I d 2X6 WOOD WALL FRAMING I I : 5.5'THICK COMFORTBATT THERMAL BATT INSULATION R23 BWSTONE TILE AT I LANDING AND STAIRS I L I4'LVLRIMJOIST I 1412'1 FLOORJOIST Q76-O.C. Ig I — -— -— - o-" - TyP � Applicant of Record: ISAAC RAE r;-,Wall Section 2 - U 1 1/2"-V-0" 11575 MAIN BAYVIEW RD SOUTHOLD 11971 - LEAD COATED COPPER FLASHING 'a T.347-276-6093 E.clay@isaac-rae.com 2X6 BOTTOM PLATE _ " -�•Y ALLDE61GN5/DRAVANGS/RENDERdGS AND ORDRg6C1051D655Ef S.S THICK FORIX HFAEINARETNE VROPFRIYOFLSAADRAEDL,AtIII A{tE PR01ECIED COMFORTBATT UNDEATHE ARCNREGTDRAL WORKS COPYRIGNf PRDTECIIDN ACT OF1990. 6,- '• THERMALBATT IN ACLIPIING T10.5 CIFORMATION YOU AGREE NOTTO REPRODUCE OR 14'LVL RIM JOIST INSULATION R23 CONSRtUCf R,UI WHOtEOR PARE,WI1N0Uf THEFSPIILIf N'RfrtFN �+" ,�� ,'`'��,' PFAM5610N OFr6AACRAEARCNOECIURE •'°'•• - 1 O'CONCRETE STEM ..t. WALL WITH 6'STEM AND _ S.S THICK - '•e•' ,e 4'JOIST POCKET Project: COMFORTBATT .-✓'h THERMALBATT 12'DEPTH OF - CRUSHED STONE 2'THICKDOWSTYROFOAM Skunk Lane Residence INSULATION R23 INSULATION RI3 ;r 6370 Skunk Ln,Cutchogue,NY 11935 ..4 CO N C R E T E =)<-0''4• STEM WALL 5'CONCRETE SLAB Project No v 14111TJI1OORJOIST )OO�OOO�OnO�O0O.0O�OnO.,OO OOpO Op0'O�op0poO0p0•-'s.' - CRAWL SPACE IR-O2 ?r. L@16'O.C. DOa0o0o.O�0o0o0o0aOo0o0oOdOo a0o0o.0d000dQoOo sewslgnRn D: )000000.00000000.000000000000 00000000000.0000000007.. MESH DOo0o0o0000000000000.000000o0o0oOnOo0o0o0o0o0a0o '" >0000o0o,OpOpOpOo0oo0oOQO�OpOo0o000o0o0oOo0o0oo•i. 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I—III=III III I I 4 tv, — - - =I—�_l=I= Q 4. 1— — — —L I I—�_ ITI—�_—I I�I—I I I_I I I�ISI— — — - •,-� - _ _ _�� - '-��''�� - - _ 'card Frust• s 6 III;.':; ', ''. ;:` ..:•' -11 I— _ — I=III=III=III=III—III=III=III=1 :III _ ••.`' I I- I=1 I I I I I�I I I I I I�I III I S I II I I I I'+ t IIII Date: /::• ••,'.••`•:" 12'X 36'CONTIN000S FOOTING Asxrnm LL — I —•'• _ — — — — I 2'THICK XPS FOAM WALL SECTIONS BOARD INSULATION RIO o� N Drewing No.: N N 3 Wall Section 3 �1 Wall Section 1 A-500 DRAWING ISSUE NO. DATE ISSUEDFOR y Rmrmte awlmanTvxam�5lETs 2 3 4 5 6 7 B 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 7 8 9 BALCONY 10 11 TYPICAL HEADER 12 (2)14'LVL THIS APPLICATION IS APPROVED ONLY WR WORK A INDICATED ON TNEAPPJCADON SPEORC4DON SHEET. LL r` OTHER NATTERS SHOWN ARE NOTTO BE RELIED UPON,OR •;�z' i0�CONSIDFAm AS EfIHEA BEW G APPROVED Ofl W �Y"Y 2-WIDE INSULATION— --� —� EPDM ROOFING THERMALBREAK ComuNanu 3/4°SHEATHING STANDING SEAM MTL ROOF, SNAP BATTEN PANEL FRAMING @76°D.C. 91/2'TJI FLOOR JOIST }; e16.O.C. y 2°THICK CLOSED CELL - HORIZONTAL SIDING, ;i' SPRAY FOAM INSULATION 2'THICK CLOSED CELL GWB FIN.CEILING R6.5 PER INCH SPRAY FOAM INSULATION SCREW AND PLUG TO VERTICAL BATTONS fl. R6.5 PER INCH KRCHENA VERTICAL SATTONS SCREWED TO 95'THICK OOMFORTBATT •`:f;, 95 THICK COMFORTBATT DINING PLYWOOD SHEATHING - THERMAL BATT /, }:F THERMAL BATT INSULATION A36 INSULATION R38 PLYWOOD SHEATHING WITH CEDAR BREATHER ' 2X12 WOOD ROOF 5.5'THICK COMFORTBATT FRAMINGOI S-O.C. ; THERMAL BATT INSULATION R23 GWB FIN.CEILING 2'WIDE INSULATION THERMAL BREAK BLUESTONE FINISH I I ATPATIO COPPER TERMITE '`: I I TYPICAL HEADER 5'CONCRETE SLAB FLASHING `'`'%- _ �I I (2)14'LVL 2X6 WOOD WALL FRAMINGi I W W MESH Applicant of Record: 5'CONCRETE SLAB 14'LVL RIM JOIST ®11 OTC.FLOOR JOIST ISAAC - RAE — _ — "�"io —� —_ _ _ _ — — — —'> � 11575 MAIN BAWIEW RD SOUTHOLD 11971 W W MESH ' I T.347-276-6093 E.clay@Isaac-rae.com -...^II�• L S.S THICK COMFORTBATT 141/7 TJI FLOOR JOIST ,L THERMAL BATT ALL MIMS/DRAWINGS/RENDERINGS AND OTHER OISQOSUHESSET INSULATION R23 _ PORTN xERE1NCHRE PR WORKSI1 YGRAEIIL+ANDAREPROFE . S.S.THICK COMFORTBATT UNDQi IiIEARC101ECR1RAL WORl6 OOP1WGM PflOIEDiION qCT OF 1990. . ,••..d.+-.,. THERMALBATT —I III=III WACIiPRNG1RL9 MFORMADIXi YOU AGflEENOTTO REPRODUCEOfl INSULATION R23 --III—III—i I OOASmOCI R,W WHOMON PART,WNHOUTTHE I I PUW WRITTEN —III III— I _ , I I Ell I I-1 I I= PERMLS:JON OFISAAORAEARCHIIECfURE 1E'XX 12'DOWNTURNED - -SLAB EDGE 12°X12 —I I—III—III—I =1 I=1 1=III—III—I I—i I r Prone: 2°THICK DOW STYROFOAM DOWNTURNED `^'°'-°' _ Skunk Lane Residence SLAB EDGE _ _ _ I _ .` tl-4°' F> INSULATION R13 4 III— I—III—III—III—III—I —III—III—III—III—III—III—I 2-THICK DOW STYROFOAM III—III—III—III—III=I I I INSULATION R13 WITH V STE_ STEM WALL '"•' ".�' _ _ _ _ _ _ WfTH6•STEMAND4• `�' ''_:III—III—III—III—III—III—II 6370 Skunk Ln,Cutchague,NY11935 —II I—III—II I—III—III—III : . .; ::: FAMI BALCONY JOISTPOCKET _ 10°CONCRETE STEM WALL ROOM •_.''• - -1II—III—III—III—III—III—I i WITH 6°STEM AND 4°JOIST POCKET 5°CONCRETE SLAB AT III—III—III—III—III—III �. Z, ..' : �: � �'• Project No.: CRAWL SPACE p..... ., . III—III—III—III—III—III—I C CONCRETESLAB AT IR-02 —III—III—III—III—III—III—I � .:. --�••- GRAWL BPAGE ..; •;.:.. �. .•�•—i I I—III—III—III—III—I I I WIN MESH <„. S—V Signature: III—III—III—III—i I I—III—I i I .., i I—III—III—III—III—I I I—I I WIN MESH < 91/2'TJI FLOOR JOIST 12'X36•CONTIN000S 11=III—III—III—I 1=III=III -' - @16°D.c. FOOTING ': III—III=III=III=1IM I I—I I `r; I r rF G) f —I11=FH=III=FH=fIi--I±I—I —- PIII =H�=�H--H I- �H—�I�=H I= :�,__9+-__ _ �.a r=III= . ...:,:.•.,....::..::':::• - - - - - - _ +k e _ 1 I C. .1 r<• vT 4 2°WIDE INSULATION I 4i _ THERMAL BREAK0 CT —� - r� —I T — i — 7 — — -1 — Ill- 1 1 <II i III o - 2'THICKXPSF AM _ 33 B OARD INSULATION R10 :~z 4 - 4- -I I I I• :°� I I III I I—I 12'X 36'CONTINUOUS FOOTING 9112'TJI FLOOR JOIST - — I - ' 5^�Ctlla.i � •III— s' c i - � 1 III___— __— —__.: _III=1 -III I - — _ =__ _ — _':..;_.I=�I �3a,• ._„S —III-- — — — — — — I _2°THICk' SFOAMI 1: III—III — — — L^�y�C)LI ,I.l�..,t,; =1 11=I I I=I II=I I I=1 I 1=I I I=I I I=I I I=1 I FA II=1 I I—I I I III—I I (2)14•LVL --BGARD WSU A7 ON R10I - ----"----_ I I I=1 11=1 11=1 1-1 1-1 11=1 1-1 11-1 11-I 11-1 11-1 11=1 11-1 11=1 I I II;I I I1 i I Iii i i;111 III I I II II I II I II I I I I II I Ell I II I I Data: scale: Drawing Title: AZNmm a WALL SECTIONS 3 Wall Section 6 r1 Wall Section 5 11 Wall Section 4 1 1/2'=1'-0° Ding NO.: t7 N A-501 N m DRAWING ISSUE uuvr FA�n�rAxomE masa HFmxr wwEAcrna:n IrFE caa�++rs cEsouPnax N0. I DATE I ISSUED FOR 1 sWr1101DTOWHT1aG1EEe A OPFM@E S%a- 2 e Fo®AovFAAEIE 3 wmacP8— - 4 oomA®a 1 5 E OFEReme AxoEnsm 6 z-101YP 2'-1012' 7 e oaoR snremaE 9 muxr FANAr.WOIYpE Huu NaxuFAsnmm rEsavmwx 10 11 omEtEwstsa s+or I as 12 omaERD91ICier DRAWING REVISIONS NO. DATE RENSION NOTE 2 3 1. ALL FENESTRATIONS TO BE HAVE THE FOLLOWING I ,\/ 4 5 A. U-VALUE=.32 6 B. SHGC=.40 7 C. LOW E COATING REQUIRED THROUGHOUT B 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS BEFORE PURCHASING ALL WINDOWS AND DOORS g 3. CONTRACTOR TO PROVIDE 130 MPH RATED WINDOW PROTECTION EITHER IN THE FORM OF io KEVLAR HURRICANE CURTAINS OR 3/4'PLYWOOD AS PER NYSTATE CODE. ii 12 THIS APP]MkMON LSAPPROM ONLY FOR WORK MDICAIED ON THE APPtJCARON SPECHItl1TON SHEET.ALL 3'-4' S-3° 6'-C \ OiNQt MATIERSSROWNARENor TOBERF UPON,OR rb-T1°—O TO BE CONSlDEAEDASFIIRERBFINGAPPROVER ORM TYPE F GLASS DOORS Consultants n PROJECT WEST ELEVATION-Callout 1 1/2"=1'-0' 13'-4' 3'-6' 3'-6' 3'-2' 3'-81/2' 3'-8112' O O O TYPE DA TYPE DB TYPE DC - - Applicant of Record: 7-5• ISAAC - RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093 E.clay@isaae-rae.com TYPE B WINDOW WALL wRrximmNaREniEFGS/RaPMFxorcMlsAAND RAucamARE PMaEr Rmccrm TYPE C WINDOW WALL UNOFA IiIEARCHaECNNLLWORKS COPYRIGHT PROTEC110rl pCf OF1990. M AresPnxG n�mFaRMAnon You AGREE n ar to 1ZEDNOOtICE oR NORTH ELEVATION WINDOW 2 (1 SOUTH ELEVATION WINDOW 2 corasmtcr a,MWHOtEOR PART,wrmour RlEeO'llgiwHRIEN n Door Legend PFRML O OFIGAAORAEARtln=RE 1/2"=1'-0' 1/2"=1'-0" ",V = ' Project: 3'-T 3'-6' 3'-6' 3'- 31.5 112' 3'-4' 3'-4' 3'-5 112' 3'-9' Skunk Lane Residence V V u T .- 6370 Skunk Ln,Cutchogue,NY 11935 Protect No.: IR-02 t 1 . r1 1 Bi3iU 6i!%!ti bES �Data: Scale: TYPE A TYPE A a ALL TYPE A TYPE TYPE E WINDOW WALL Drawing TNe: FIXED OPERABLE TYPE D WINDOW WALL WINDOW&DOOR SCHEDULE TYPE E WINDOW WALL ° EGRESS Drawing No.: N NWo do r�ntlow Legend 1 EAST ELEVATION WINDOW 1 2 NORTH ELEVATION WINDOW 1 4 SOUTH ELEVATION WINDOW 1 A-505 U 1/2"=1'-0' 1!2"=1'-0" 1!2"=1'-0" 1/2'=1'-0' m.v ,'r#'1 ., : : .IUR 'EY OF' PROPERTY ',��1,',,:1`,,'',,��,-,t�,',I��,,,�-,1�,`��.t(it"i'I'�'�,��.lIl,l�i�4'-,�l�,,:�.IIIIII''I.j��",�,�,�,'I,,':,��",�.111��"".!-�"'�,",,'�-`1:iiI`,„,�,'i:,,'”,;11�-,-,—. I,,;,'' :'I:1,`.l,�1"',,;I"'�:I'I�I,Ii,�,I_:�I��,�'�I�I��II�I''CI�.��I�I,""4.,.,�I'�.�,I�,I -1,-:�,'�,-�1,?"1i��"",-I�."„llL',�,L,",�"1,�%:,j4.'_,,',I.�,",'-�,I�,";1I'.,I�i,I..�;,I"�,.".,'�.I�",""�I,1�''1I,I,".�,�,I,I�",-,��1��"I!�.�,',,;��II;,I.Ir,,��`,1I'"��,.'III"�.I".r.I,��'1�:L.II1�l.";;�1,"�'�II'4I,i_I-�,"%�.�,,,-'"i,�,'z,I,'1'.�.""��,.II�I.,I'..�"','I,I"'��,II��,��lI.I11I,�,,',1�,�,I�,-'.1."'l,,1,:'.,,,',�I1�,I.I.��'1..:.,'..�,I.-,I""�,�.4II,1''",��I'.,,I,,,�'::I._��1."II.%,� I,,` ; ge,,"O'e;2: Z 0Z 14211A 0 Ad g, .0 n Nly.`.' PPO.1,1_"=t��Z';i T_ ;�gA I "M 6 BOARD OF SOUTHOLD TOWN TRUSTEES- SOUTHOLD,NEW YORK 4_t Q -A .0 lis . R5 kt 41 V. PERMIT NO. 9918 DATE: JUNE 16,2021 ag' A gr OR ISSUED TO: RC NOFO,LLC c/o TODD FEUERSTEIN,MANAGING PARTNER �'V PROPERTY ADDRESS: 6370 SKUNK LANE,CUTCHOGUE �120 R14 Y_ ?IUM", PF SCTM#1000-104-5-3.3 A . X AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 16, 2021 andin a consideration of application fee in the sum of$250.00 paid by HC Nofo, LLC and subject to the Terms and It Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: F; Wetland Permit forla proposed two story single-family dwelling to replace existing single story house,to K� include an additionj of a new 440 sq ft two car accessory garage and proposed 2,465 sq ft gravel driveway. f. The existing building 893 sq ft will be demolished,and the newly proposed ground floor will bel,800 sq ft 411 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 'ST sides ofthe hot!se totaling to 1,008 sq ft as well as a new 250 sq ft second floor decL 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 an h rmful substances from leaching into the wetlands in addition to the creation of a dot er ha* non-turf barrier 15ft upland of the wetlands composed of native vegetation to further protect wetlands. The new structures wilfprotect 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 6 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. I h., IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these 9 presents to be subscribed by a majority of the said Board as of the l6th day of June,2021. F0Z Ir ca 15 Vft A* 2m t-7,7,�R �5 3 T" 30 R A 4:::,-..,.,' . ..... ,.. .. - I. .. .. _ -• % .. �.v,. , _ l' ....,i -::is-' .. i. ..: .,, . .,.: .'f',' ,,. . % . r I , 5.}:, �.. , .: . !. .� ..:.... .. t. .,..e.,. r., . . 1. _ . . .. ., ,. r ,. . , •. :,,y . : .,x, - - - - . i, - 1 7,1 , . �.. , 1.11 , ,, . ;..�":!- �. .. . . . -.1,".� d,,!, ."�:, -.,:%I- , �,,�,�,:,, i. .. :,:t . . 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T O;-: - : — ��, �. 4'.-- -;, ,�,'L�L H D N .Y - 1i.1. - ---, - -,� �' �",:::- .-,:�: - ." .... , , , � � so -,,�`� - ' 'I , ,-., ;-_'.�:,,� "7,� ", -..'�i. .'I ' ' ; : -r'': 97 -- :.. - ".17a. 1 - ,. .. .. . :,•, — . ..h ... ._ JC " .. :. .... ,. 1:.. - -.. - " ... ........:.. ..:: 'I: 1,.... - r .... , i ,... - - - . .I v, .. .. ..., ...:1, -- - r, „ .. I., r .. - - .-. - .. - , - ' ` , {^.��w °'� � �, tel►:,s REARFACING VIEW OF r r OF EXISTING STRUCTURE T 1 oil I j _ EXISTING EXTERIOR BRICK STOVE/FIREPLACE •* 4 �.� '1 �,.>•• � ," ,}ham. � �.'�„ .� '.`•. `�iy��, '�,j%1� � ♦.rte r •'�'.¢ t� �..L S"': 1 F� Jam,- '♦1,� '.� '� � ,far ,� ..Vrr7� .v�i �/`�a �ps•�P �+y��.�h +QTR`►� �,q.�`�skJ�i� •,j stip scaJv(r � ,. �� ! M � 1- �/ "�- :-. s -, k a �A►,.,:,- * xtiq,,�i L��H �i � ��s�''_"�y ,>.~ r'ai.�;"�'��' i`'" wt a , _y F��E�')� .rgx x"w� , j 'f.ri.r .. �hik� .�i'�,• aye�,x,"'#'r,:ti.i' �tN 1,}a r `i I n�lf�wnw r�siwl�wt +� err��iw��rrrwww�. �w'w"rr � �rwwre�l� SIDE VIEW OF EXISTING STRUCTURE AND PATIO Ar si76s" ,M REAR SIDE VIEW OF , r�`►%+�' rtC iA; � 1�� 91 t . � #v `1 r-�T�'�� i�,•` ��• ry 't t+"',` - `^e: `r N•t'K. l��r M.� •` �� _ �'n�e-54`y 'YK�-.�lt•,<.."MR itc `�i..i ', � r .. �,� . rn S a:�4�r„ �.•{ 'i{r'y1,,�,��ky-'�.:awe..,, ``�i vM `i irk r +� �-., .r ` 6... �t;�:c, �sat� •� .`�,.t�.�.C'lt�.v� 7�'r!r+`7cKk � d`�.�.•, �2�� 1'�i. .w. \ i A p��<'^�G�#A;^ri .'may.R.�. fR'°'�N+4u;; .• eri r-. �'"i�^+•,y1p-.a 'vL' � ,A�.. ..� a Y a,y �.,,,�•�•P' �tat. t ,r�,c c v'�i: � '�t'•�R'".yy�rE1�� Mr• y ��... .i"y '. _ �'Y�+ . .�,.rpt�'K i a�,�' � �". +,t •,�ir 7 ai,� � '�it�e YjFY P r��".- r��t��R r.' ... ''�+{ Y�;�`^L_` r��. FRONT OF 6370 SKUNK LANE SOUTH-FACING WETLAND SITE PHOTOS (in addition to structure and plot photos already submitted, as requested) SOUTHWESTERN WETLANDS 1 1 a 4 ' ...y ....._...rte- ..'.«°..! � , •r w +.'i. �°'^ ..Y• � SAS. ^` � a. d 7y x•P.g: j t• a. 3 7 t J�y r t _ v , -� -,. .� � :,� �:• `ice; •,,:� �. - FF��' Lrt };r. �t +. d .. -est' t� - f - }ti - "-, ,. ~�:S .r }fir i ✓ j•r tc ? Air, _xi. . 'tel�. � f�� •4�` '( ..a 1,:as t 1Yy��: ��y' ';• syn � i�, a p�•�f ,�yy'K-+l�s:.. � � 2OIL ., -W r ' � •t 1 ;;t�' k 's �' .^a _fir.' f'• .. � � *' �,i' •�11', ,� }. SOUTHEASTERN WETLANDS • 73 *00 t s Y . a i y < J.T � r - r - .e.,..N 0.M m MaN-Bx �t �7D00 �. , UrnE p�jb -xi� p t � o y �• • "" L.0 is. mae.a fl1WOB � � ♦ �,� r, �Rn bb,.,. '.� O �. ��.' 601. • t,� •tb ,o-xaox N1 ,• N -02 �` ~ tt w s.I w J1Nc fON• an xj°jm �^t°• 'xp o 00.10.14 /^{5 9 ; •0` '� a � 9 i Rt w y0 Od' P+R:� 1 1 6Ip 1 X,p w sW"I au,a. w M M n w,CR � � ,a Wcl Ialgct t �9 9 wwmlwl., �1 �f• hl 1 1 e t° BROADWATERS COVE AL b t� as TOWN OF SOUTHOLD le � tB• T 5, °� 't C a5 • 31 W.1 'x \ � h R x 27Alcl °� J 1z I 11 '.N� HAYwATER COVE 'h t .t,A. 1 r\ E �� _�_ RI �� -- —_ _—•—_ �,a Nonce mu,;, COUNTY OF SUFFOLK C E WLmgLo SECtuaN No G _ ,�, _ _ _ _,,,__ -- — Real Property Tau Service Agency r X...,m.� ___ o..� .. rei.. . awr •__ 0•,nyCrNNMRINtl.NYNM, M �0 104 0 r.ur n w.. ,t,N wl I. �•• —_— twl.. --•-- swu.--rir-- raw, rwii xu x't Nel —___ . N,.i xi ,M1y✓` P t00D PROPERTY WP " I ISAAC-RAE STUDIO 430 Main Street, 2nd Floor Greenport NY 11944 October 6, 2023 RE: Request to renew approved Trustees Permit for applicant HC NOFO LLC regarding the property located at: 6370 Skunk Lane Cutchogue [Trustees#9918] To The Board of Trustees: On behalf of our client, we would like to ask the Board to consider an extension of this approved permit and Trustee decision dated June 16 2021. After changes recommended by the Trustees, this project was altered per their recommendations and granted a wetlands permit. It has taken over two years to gain all the approvals needed. Due to the below delays, our ZBA permit also expired and the ZBA granted us a grace period and renewed our permit without another ZBA application and hearing process. There were considerable delays for this project due to: 1) permits required by DEC and Southold Town Trustees which required subsequent redesigns. DEC approved. Trustees permit approved (see attached Trustees permit) 2) the onset of the COVID-19 pandemic and the long-ranging impact this had on the ability for the DE and the Suffolk County Department of Health to review, respond and approve this project 3) the cyber attacks on Suffolk County departments that delayed the review and subsequent approval of the proposed site plan which was submitted in 2020 and was granted on December 21, 2022. a) the special driveway covenant required by Suffolk County Health Dept to locate the septic system under drive as the only compliant location. This required the owner to onboard a lawyer to produce. This covenant has now been approved. We are hoping that considering the many years it took for this project to receive all approvals, the Trustees will consider renewing this permit although it expired in June of this year without another Trustee hearing and process. We can confirm that nothing has changed in the nature of this project. Thank you for your consideration, rimer-,t l Margot Coffey& Clay Coffey ?11L E �,, � �� tpli [�, !F fro 0 CT - 6 2023 t soumld TQlvr! Board of Trustees Glenn Goldsmith,President Q s{?�u Town Hall Annex w a 4= 54375 Route 25 A. Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly ,qC Telephone(631) 765-1892 Elizabeth Peeples ,`'�c • N,,�Q.r Fax(631) 765-6641 ®l�coUM'1b��. BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application E C �y I 4� _Wetland Permit Application Administrative Permit _—Amendment/Transfer/Extension OCT — 6 2023 Received Application: J8•&2.?i Received Fee: $ 1 — Southold Tatsrn Completed Application: Board of Trustees Incomplete: _ SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _ _ Coordination:(date sent): +_LWRP Consistency Asses ment Form Sent: l AC Referral Sent: O 6 a_ Date of Inspection: /- Receipt of CAC Report:— _ Technical Review: (f`tJ- t�Public Hearing Held: a/u , c` viC.�ir�® e Resolution: Owner(s) Legal Name of Property (as shown on Deed): HC NoFo LLC Mailing Address: 90 Sterling Street Cutchogue NY Phone Number: 347___2_76_6093 Suffolk County Tax Map Number: 1000 - 10405-3.3 Property Location: 6370 Skunk Lane Cutchogue NY (If necessary,provide LILCO Pole 4, distance to cross streets, and location) AGENT(If applicable): Margot Coffey, Clay Coffey Mailing Address: 430 Main Street ,2nd f1, Greenport NY Phone Number: 646--275-2447 Email: margot@isaae—rae.com P'AJ-W �,(,J �' k 1,q),1_3 / 1 4na3 1013()1,3 Board of Trustees Application GENERAL DATA Land Area(in square feet): _ 24,561 sq ft_ Area Zoning: R—40 Previous use of property: Residential Intended use ofro ert Residential P p Y� — -- — X Covenants and Restrictions on property? Yes =No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes ]allo 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-0 Yes —E] _No If"Yes", please provide copy of decision. WiWhis project ren„dq any demolition as per Town Code or as determined by the Building Dept.? XYes No Does the structure(s) on property have a valid Certificate of Occupancy? XYes=No Prior permits/approvals for site improvements: Agency Date G August 6 2019,granted a renewal after expiration Trustees June 16 2021 DEC and Suffolk County DEC, Sept 20 2022+County, Dec 2022 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_aXNo ❑ Yes If yes, provide explanation: Project Description (use attachments if necessary): Wetland Permit 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 of 883 sq ft will be demolished,and the newly proposed ground floor will be 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 .,i piantei to=m�aeent to the northside giound flooi terrace.This Project will include the in allation 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 by Isaac Clay Coffey R.A.,received on June 14,2021,and stamped approved on June 16,2021. ft 46 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 in by replacing a deteriorating existing singe story resiclencFwhile also preserving the environmentally sensitive wetlands by adding additional native vegetation within the surrounding area and creating a non- turf barrier 10 ft uplands of the wetlands The residence will be moved as far away from the wetlands as the property lines allow per Trustee recommendations.The residence is designed with the town and DEC guidelines in mind and is similar in construction to other wetland PIUPV[LIeS III die are4 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 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: °% Manner in which material will be removed or deposited: A Small excavation will remove fill from Site,existing top soil u. "laybuils 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 the upland 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 project as already been reviewed and approved by Trustees and DEC,This residence has been designed with environmental guidelines in mind and is similar to other construction to other Welland properties nearby. I he natural vegetation ot the wetlands on this property will not be disturbed nor are they in danger of being destroyed on site,Construction will take place at the furthest possible place on the property from wetlands per Trustee recommendations 1n addition a non-turf barrier of native vegetation will be 10 ft upland of flagged wetlands to furtherrn otect wetlands. Ob 61Z20 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 I -Project and Sponsor Information Name of Action or Project: single family residence construction on skunk lane Project Location(describe,and attach a location map): 6370 Skunk Lane Cutc Brief Description of Proposed Action: story house,to i clude an addition of a new 440 sq ft two car accessory garage and proposed 2,465 sq ft gravel driveway.The existing building of 883 sq ftwill be demolished,anc the newly proposed ground floor will be 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 roject 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 25 sq ft second floor deck Therc 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 inn vative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands in addition to the creation of i non-turf barrier 15ft uplar d of the wetlands composed of native vegetation to further protect wetlands.The new structures will protect and improve water runoff conditi ns on the site Name of Applicant or Sponsor: Telephone: 646-275-2447 by implement Margot Coffey I E-Mail: margotPisaac-rae.com ing 8"dia x Address: 2'deep dry 430 Main street 2nd fl Greenport wells with - gutter City/PO: State: Zip Code: leaders for NY 11944 roof run off.The 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES site will administrative rule,or regulation? retain and If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ establish may be affected in the municipality and proceed to Part 2. If no,continue to question 2. new native 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? vegetation If Yes, list agency(s)name and permit or approval: to provide added soil ❑ stabilizatio n and 3.a.Total acreage of the site of the proposed action? .05 acres filtering b.Total acreage to be physically disturbed? .05 acres capacity; c.Total acreage(project site and any contiguous properties)owned and as or controlled by the applicant or project sponsor? .564 acres depicted on the site 4. CheI land us at occur on,adjoining an ar the prop action. plan Urban Rural(non-agriculture) �lndustrial Commercial OResidential (suburban) prepared Forest [_]Agriculture ❑Aquatic ❑Other(specify): by Isaac Parkland Clay Coffey ER.A., received on June 14, 1,and Page 1 of 4 stamped t approved on June 16, 2021. ft do 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? I--/]- 7. 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: ❑ W] 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? V(.-- c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: _ 117 7 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? 17 1-1 b. Is the proposed action located in an archeological sensitive area? V( 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands other waterbodies regulated by a federal,state or local agency? b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. ldpntify the typic bitat types that ocn,or are likely to be found on t"roject site. Check all that apply: Shoreline Forest Agricultural/grasslands LJ 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 W 17.Will the proposed action create storm water discharge,either from point or non-point sources? _N O If Yes, a. Will stone water discharges flow to adjacent properties? ZNO OYES Z b. Will storm water discharges be directed to established conveyance systemsf an m drains)? If Yes,briefly describe: 110 YES Prop-oseA-8-ftdiameier-t-2fA-deeo dry wells.ASh_gutterleasiers�or_r_oof�u�off Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids (e.g.retention pond, waste lagoon, dam)? If Yes,explain purpose and size: _ —�—_ — — � ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: W1 ❑ 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: Fv/-] ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/s nsor name: Margot Coffey Date:10/6/23 Sign% 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 1 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 Elregulations? 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 El ❑ establishment of a Critical Environmental Area(CEA)? S. Will the proposed action result in an adverse change in the existing level of traffic or El 1:1affect 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 ❑ El available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ a waterbodies,groundwater,air quality,flora and fauna)? 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 ❑ 1:1problems? 11. Will the proposed action create a hazard to environmental resources or human health? El FI 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. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. 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 Board of Trustees Appli ft n Todd Feuerstein BEING DULY SWORN DEPOSES AND A THAT W197—sg!IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT.ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HISIHER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL.BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE 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. Ign of Property Owner Signature of Property'Or Signature 2 - SWORN TO BEFORE ME THIS DAY OF , 023 No ubli TaliaFeucrstcia NOTARYPURUC,STATE OF NEW YORK a I Ll :RegimWouNNo.01FE6293115 .�Quafi7fi ed in Suffolk Co u a ty d 'E commission Expim 540015 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: 6 3--To SIK(JNIL. C VNE- 1H C NOFD LLB NAME: ADDRESS: l 01v0-- 60y — G S— 313 :ocii F Trfa- so 4/esr, five/ l-Pr12 3 NY/IVY IOW p PISS l ylP )DE VaIV 2 Na/ HAE PFeIc NY 14erd Y_VniDSC1J (,&/ZS 5KtJAK LAAP_ ClJrrtvgt4� /',y ll%3S� L6fqeof�� Ll2,5- SgVJA� b4NE 6v1rrfaj&E NY ll9i3,5— E66 HAVWAJF_IZTD2 C-1)TCff6gUT� NY PISS- STATE OF NEW YORK COUNTY OF SUFFOLK 6:, IS A-A<- RAF , residing at y 30 lg ai4 5VD1 d , being duly sworn, deposes and says that on the day of jayiu , 20 4, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named A persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at !90xl�PI P'M(-'-r6N '" ! , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. L2�1 `� � at re Sworn to before me this I l �- 1 Sign CONNIE D.BUNCH Day of Z_C y-,,L/ U , 20 a Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County CA Commission Expires April 14,2 Notary Public • U.!ELPostal O CERTIFIED, 1 O RECEIPT � ■ , 1 ■ ■ Er D. I Domestic Mail Only .. • •- - a CutChC�suer :NY '11 �r+ :, = o Cutclii�9iaeri;NY119�5; ._... p Certified Mall Fee $( 3 C3 Certified Mai(Fee $L C �1968 M Extra Services&Fees(check box,add fee ate) y P� f 0 ITI Extra Services&Fees(checkbox,add fee late) ❑Return Receipt(hardcopy) $— �a�r /•✓,`�i'r„?t�!• t" r•q ❑Return Receipt(hardcopy) $�,.+0 r ❑Return Recelpt(electronic) $ r ~'" �/ ❑Return Receipt(electronic) $ jPostmark �� Postmark / it,ii — ❑Certified Mall Restricted DellVery $ '�1 r'+ Here t ❑Cert'rfied Mail Restricted Delivery $ r r r•.( Here q R," ❑Adult Signature Required $ �"•�'� p (,1,(nI q �` []Adult Signature Required $ (� 4 ❑Adult Signature Restricted Delivery$ ).(. rJ 1 J�I;W $ 2024� Lin ❑Adult Signature Restricted Delivery$Lfl Postage /r, Postage r \\\ r—1 Total Postage and Fees' j�1� P9/ , rl Total Postage and Fees Se t T F Sent T Er a°�.� ---,a _ ��_G E- -`'-��Y� ` � ` -------------------------------------- CD Sfi et andA---IVor,r--eo - ---' ----"__""-""---- cp S eet d Apt. o.,or PO B Ln (- 2 c Y� -� ---------------------------- 0- City Stale,Z%R+4e u e \ ''• _ CERTIFIEDru ' • O . ■ rl 1 CERTIFIED 1 ORECEIPT .. / m = OEM P11MEr Ln M o New;.H,9d :=P'itr'"k Ln a New :York r i t Y '.C�IJti9 C3 Certified Mail Fee O $ $!1 5 ,. `�j 1� 0 Certified Mail Fee 0968 r' 'C T o" C3 $4.3 IT1 Extra Services&Fees(check box,add fee Fate) " "'w,�1l $ q r� ❑Return Receipt(hardcopy) $ i•t r�1 M Extra Services&Fees(checkbox,add fee ate) 1�( ❑Return Receipt electronic $ I- i r� ❑Return Receipt(hardcopy) $ ��It(p(electronic) Postmark � ❑Certified Mail Restricted Delivery $ �'�•'�''r � Jai � H � ❑Return Receipt(electronic) $ ��Postmark;,,i(.� Rai ❑Adult Signature Required $ — N �r 2024 N ❑Certified Mail Restricted Delivery $ / Here ❑Adult Signature Restricted DeliveLr) ry 1-).1.(L) ,l ❑Adult Signature Required $ Postage � []Adult Signature Restricted Delivery$ 1.rill O $ r.b6 :7 �, �'� Postage i Q1b, 8 2024. r-q Total Postage and Fees �i1 f[jQ f;7(i']!t' O $ $0•66f r=1 Total Postage and Fees 01� of 8/2024 65•fly Se Td _r.�l �1 _ Q�1 CO St e a d Apt.No.,or PO B No. Q' �J�` Ln Q O� [,fix t> ry - ,� S -t and Apt.N or P BOX N- 0" Ci S a e,Z/ +4® ------------ - ��5v� -------------------- -------- --a----- ---- �) �� Q p^ Ci ,'State, IP+4 O et.d C 06 PostalTI Q- CERTIFIED 1 e RECEIPT ti Domestic E, =I For delivery information, uy o Cut ff6su r NY 35 r C-3 Certified Mail Fee $4.3 0968 c O $ rtir / M Extra Services&Fees(checkbox,addfee atel rq ❑Return Receipt(hardcopy) $ s rj \/ ❑Return Receipt(electronic) $ �/15C stmark '•.�.-. C3 ❑Certified Mall Restricted Delivery $ j Here Y L�.Lr�_ [:]Adult Signature Required $ 9 � � M ❑Adult Signature Restricted Delivery$ so• o I �� 8 2024,► Ln Postage , rl Total Postage and Fees �r�.,�� r•ct�4`'� _., S,g�q�t To'�ff (Q Q' -►�Vl.t IF_ _=_L_n sr_c4.-y -------A) � " ;(, CID Stre t andApt. or P(5 Box�yo. Lr) / C�---- - ""`■"'('�—�r--------------------------r------------- ca City State,Z +4� :•• r• ••r••. Glenn Goldsmith,President S�FFO( Town Hall Annex A.Nicholas Krupski,Vice President ,�� Gy 54375 Route 25 Eric Sepenoski H - P.O.Box 1179 Liz Gillooly p • Southold,NY 11971 Elizabeth Peeples 41- �a0 Telephone(631)765-1892 `azl 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 COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING D_O�NU �,��E��.•`�SfFrQ a ` �r�'�TTI.�rT;�:��®`'*TIN��IA�R'EM� o� T�D ANEWO a OR- A_7' � IATSE ►NDd I'h5'P R TO DUBtL�I `1G DATE OM LE E THls� OR�VI 11�EIGHTH ANY OR BEER I, Maod( Cd6�-eq l h+A"c At ,residing at/dba 1136 Mac' 51— 15f1+,f - A1E S-vpid being duly sworn, depose and say: That on the 2 day of Jzrlv 0.rt,� , 20 Z�, I personally posted the property known as Sr y1: J&Me' I (-vkho Vr-- N by placing the Board of Trustees official noticing poster where t can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a.full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,January 17,2024. Dated: (signature) Sworn to before me this ( 14) day of3-AYI2'2a D q CONNIE D.BUNCH Notary Public,State of New York No.01BU6 Co' 50 Qualified In Suffolkolk County " Commission Expires April 14,2 a J Notary Public fftQkoard of Trustees Appli AUTHORIZATION (Where the applicant is not the owner) UWe, owners of the property identified as SCTM# 1000- 1 104705-3.3 in the town of 5ah4 LJ& ,New York,hereby authorizes, Margot Coffey,Isaac-Rae Studio to act as my agent and handle all. necessary work involved with the application process for permits)from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature 6 23 SWORN TO BEFORE VIE THIS. DAY OF. �UA ,20 Not is TaUa Feuerstein NOTAYPUBIC,s S=uffolOCFoKuEntWy Y ORK. Qgm [ No.0kE213115 lS S1t11t0�$ 46 ra APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: (Last name,first name,iriddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%ofthe shares. YES F-1 NO 7 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): _nA)the owner of greater than 5%of the shares of the corporate stock of the applicant E[ (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 6 day of Oct A 2023 Signature Print Name Margot Coffey Fonn TS 1 DiSalvo, Diane From: DiSalvo, Diane Sent: Monday, December 11, 2023 3:27 PM To: 'Isaac Clay Coffey' Subject: Noticing for HC NoFo Attachments: Noticing.pdf Please see attached. In reviewing these returned envelopes we see that the reason these two adjacent property owners(SCTM#: 104-5-1.4& 104-5-4.1) could not receive their noticing and could not sign for the certified mail "Undeliverable as addressed" is because they were not sent to their mailing addresses. See pages from Assessment Roll attached. Also see attached Chapter 55 Public Hearings, Notice of 55-1 B. (2) "...to the owners at the addresses listed for them on the local assessment roll." Legally we are not able to proceed with the hearing until all adjacent property owners are properly noticed. We will have to postpone this application to our January 17, 2024 hearing. You will be sent out new noticing packets that will contain that date. Diav"e D%Sa�vo o-fC,e Assistaot SouthoLod ToNv,Trustees Sou.tkal , NY i1J7:L 1 �3 76r SaWk C+d6- ffc- n/0FO Chapter 55 PUBLIC HEARINGS, NOTICE OF § 55-1. Providing notice of public hearings. [HISTORY: Adopted by the Town Board of the Town of Southold 12-27-1995 by L.L. No. 25-1995. Amendments noted where applicable.] §55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the.property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application.or petition and ffhearing. ssed cto th wners�atythe ad'dressesalist"�ed or _"11 one e_local-assessment Th notice shall include description of the street location and area of the t property, nature of relief or approval involved, and date, time and'place of The applicant, petitioner or agent shall file an affidavit that s/he has ied with this provision prior to commencement of the public hearing. 55:1 05-01-2006 SOUTHOLD, 5Mi d NOV 2s, 202; 430 6� d ��j2Pv� f� ® 1 gysT ��s 119358.8Q 7022 2410 0001 0537 8248 RDC99 R2304M1163 t'O52 C� 5 K ki .lus WY RETURN 9O SENDER iaN RLE TO v`+ot.a Zia.t- i u TF ' d y$`Gl73 i �'1-19 44,>3.®2 gi r tlllld II li I' d�l f' 11 i�ld it lil Ali s i 1_,as-1—so-;72�; I 11111111 l i d l 1 i 1 �I II I d Ilidi iid .� STATE OF NEW YORK 2 0 2 3 F I N A L A S S E S S M E N T R 0 L L COUNTY - Suffolk T A X A,B L E SECTION OF THE ROLL - 1 VALUATION DA' TOWN - Southold TAXABLE STATUS DA' SWIS - 473889 TAX MAP NUMBER SEQUENCE UNIFORM PERCENT OF VALUE IS 000.57 TAX MAP PARCEL NUMBER PROPERTY LOCATION & CLASS ASSESSMENT EXEMPTION CODE------------------COUNTY--------Tc CURRENT OWNERS NAME SCHOOL DISTRICT LAND TAX DESCRIPTION TAXABLE VALUE CURRENT OWNERS ADDRESS PARCEL SIZE/GRID COORD TOTAL SPECIAL DISTRICTS * r* r*************************************************************************************************** 104.-5-3.3 **. 6370 Skunk Ln 104.-5-3.3 210 1 Family Res COUNTY TAXABLE VALUE 3, 900 HC Nofo LLC Mattituck Schoo 473812-98 1,300 TOWN TAXABLE VALUE 3, 900 PO Box 869 ACRES 0.79 3, 900 SCHOOL TAXABLE VALUE 3, 900 Southold, NY 11971 EAST-2425330 NRTH-0290811 FD029 Cutchogue FD 3, 900 TO DEED BOOK 12977 PG-914 2K090 Cutch-New Suff Park 3, 900 TO FULL MARKET VALUE 684, 211 SWO11 Solid Waste District 3, 900 TO WW020 Waste Water District 3, 900 TO ****************************************** r* t**** r************************************************** t** 104 .-5-4.1 ** 6520 Skunk Ln 0 .-5- .1 210 1 Family Res COUNTY TAXABLE VALUE 5,200 Pap_as hn_ Mattituck Schoo 473812-98 600 TOWN TAXABLE VALUE 5, 200 ( appas Jame ACRES 0.33 BANK WF 5,200 SCHOOL TAXABLE VALUE 5,200 1 Devans-h' EAST-2425463 NRTH-0290879 FD029 Cutchogue FD 5,200 TO DEED BOOK 13120 PG-696 PK090 Cutch-New Suff Park 5, 200 TO FULL MARKET VALUE 912, 281 SW011 Solid Waste District 5, 200 TO WW020 Waste Water District 5, 200 TO ******************************************** r******************************************************* r** 104.-5-6.1 **' 6640 Skunk Ln 104 .-5-6.1 210 1 Family Res COUNTY TAXABLE VALUE 4, 900 Arnold Trinity C Mattituck Schoo 473812-98 1,200 TOWN TAXABLE VALUE 4, 900 Arnold Gerard P ACRES 0.52 4, 900 SCHOOL TAXABLE VALUE 4, 900 40 Prospect St EAST-2425602 NRTH-0290985 FD029 Cutchogue FD 4, 900 TO Williston Park, NY 11596 DEED BOOK 13108 PG-460 PK090 Cutch-New Suff Park 4, 900 TO FULL MARKET VALUE 859, 649 SWO11 Solid Waste District 4, 900 TO WW020 Waste Water District 4, 900 TO ********************** rtt***************************************************** r************************ 104 .-5-7 **** 6670 Skunk Ln 104.-5-7 210 1 Family Res COUNTY TAXABLE VALUE 7, 800 Torchio Nancy B Mattituck Schoo 473812-98 800 TOWN TAXABLE VALUE 7, 800 6670 Skunk Ln ACRES 0 .38 7, 800 SCHOOL TAXABLE VALUE 7, 800 Cutchogue, NY 11935 EAST-2425707 NRTH=0291048 FD029 Cutchogue FD 7, 800 TO DEED BOOK 12846 PG-866 PK090 Cutch-New Suff Park 7, 800 TO FULL MARKET VALUE 1368, 421 SWO11 Solid Waste District 7, 800 TO WW020 Waste Water District 7, 800 TO ********************************* t****************************** r***** t* t****************************** 104 .-5-8 **** 6980 Skunk Ln Retail U.S. POST.AAE FCM{LETTF�— ` SOUTHOC D N' NOV 2 2- i94� 70-22 2410 6001 0537 9887 i L^ERV 11935 $8.80 ' 1 r — M-C 99 — R2304M116 4 vrC ffU�� (J� I c�5 K C t el9•P:16 c.TO+ 5 C S';%t— `• K,A-r E TO U T'F •�4. .`!� :1,3. :i� .t�,�..�'r:��i,; { {{ I I{{ {�{1{ {{{t r I { � {I :I a{ 11{ 1 {I I 11111 I ilk I li I Il I li !I I it Ill I llid I.i � STATE OF NEW YORK 2 0 2 3 F I N A L A S S E S S M E N T R 0 L L - PAGE 2676 COUNTY - Suffolk T A X A B L E SECTION OF THE ROLL - 1 VALUATION DATE-JUL 01, 2022 TOWN - Southold - TAXABLE STATUS DATE-MAR 01, 2023 SWIS - 473889 - TAX MAP NUMBER SEQUENCE UNIFORM PERCENT OF VALUE IS 000.57 TAX MAP PARCEL NUMBER PROPERTY LOCATION 6 CLASS ASSESSMENT EXEMPTION CODE------------------COUNTY--------TOWN------SCHOOL CURRENT OWNERS NAME SCHOOL DISTRICT LAND TAX DESCRIPTION TAXABLE VALUE " CURRENT OWNERS ADDRESS PARCEL SIZE/GRID COORD TOTAL SPECIAL DISTRICTS ACCOUNT NO. ...................<................a..«...a....<.+<..a....«..».<.........a.a.......«<+....<<.,....... 104.-4-32 7065 Skunk Ln 13 104.-4-32 210 1 Family Res COUNTY TAXABLE VALUE 5,200 Browne Christian Mattituck•Schoo 473812-98 1,000 TOWN TAXABLE VALUE 5,200 Browne Lauren ACRES 0.70 BANK 110998 5,200 SCHOOL TAXABLE VALUE 5,200 372 N Forest Ave EAST-2425929 NRTH-0291440 FD029 Cutchogue FD 5,200 TO Rockville Centre, NY 11570 DEED BOOK 12948 PG-67 PK090 Cutch-New Suff Park 5,200 TO FULL MARKET VALUE 912,281 SWO11 Solid Waste District 5,200 TO WW020 Waste Water District 5,200 TO <..<........................a.........xa....,.a..................<..a...+...<.«<......<.....+..«»»..... 104.-4-33.1 6995 Skunk Ln 13 104.-4-33.1 210 1 Family Res BAS STAR 41854 0 0 0 420 Adams Maude Mattituck Schoo 473812-98 1,700 COUNTY TAXABLE VALUE 5,200 6995 Skunk Ln ACRES 1.03 BANK 143020 5,200 TOWN TAXABLE VALUE 5,200 Cutchogue, NY 11.935 EAST-2425771 NRTH-0291360 SCHOOL TAXABLE VALUE 4,780 DEED BOOK 12634 PG-795 FD029 Cutchogue FD 5,200 TO FULL MARKET VALUE 912,281 PK090 Cutch-New Suff Park 5,200 TO SWO11 Solid Waste District 5,200 TO WW020 Waste Water District 5,200 TO .+....+,....a+.aa.aa,,.aa.«.....<+aa.<.xa......+x......«+«a+.«.a<.<...<...r<+«+.++++<++«+«,+++..a<...++ 104.-4-33.2 ••+.a.ax.x+a,,.. 6955 Skunk Ln 13 104.-4-33.2 210 1 Family Res COUNTY TAXABLE VALUE 8,000 _ Todd George J Mattituck Schoo 473812-98 900 TOWN TAXABLE VALUE 8,000 Todd Alice M ACRES 0.55 8,000 SCHOOL TAXABLE VALUE 8,000 1616,Hunterbrook Rd EAST-2425632 NRTH-0291263 FD029 Cutchogue FD 8,000 TO Yorktown Heights, NY 10598 DEED BOOK 12743 PG-763 PK090 Cutch-New Suff Park 8,000 TO FULL MARKET VALUE 1403,509 SWO11 Solid Waste District 8,000 TO WW020 Waste Water District 8,000 TO +...........................a..........».....,....+.a.a.aa...<....aa...........a<++.«.++«.»+.+.+.+.+++. 104.-5-1.2 ...........a..+.. _ 275 Mason Dr 13 104.-5-1.2 323 Vacant rural - WTRFNT COUNTY TAXABLE VALUE 500 Blevins Oscar E Mattituck Schoo 473812798 200 TOWN TAXABLE VALUE 500 Blevins Beth P ACRES ' 2.40 500 SCHOOL TAXABLE VALUE 500 640 Haywaters Dr EAST-2425341 NRTH-0290064 FD029 Cutchogue FD 500 TO Cutchogue, NY 11935 DEED BOOK 12114 PG-428 PK090 Cutch-New Suff Park 500 TO FULL MARKET VALUE 87,719 SWO11 Solid Waste District 500 TO WW020 Waste Water District 500 TO a.....axaxa,..+.<..........»«..»«a......x..a+..a...a+a...ax.a.a...<...ax,.....»<+...«++++».,,....a.. _. 104.-5-1.9 •+..».»a.a..aa.<. 6230 Skunk Ln 13 - 323 Vacant rural - WTRFNT COUNTY TAXABLE VALUE 200 aqe L Mattituck Schoo 473812-98 200 TOWN TAXABLE VALUE 200 Poc a os ACRES 1.85 200 SCHOOL TAXABLE VALUE 200 it-s t 12 EAST-2425196 NRTH-029D745 FD029 Cutchogue FD 200 TO New Yo k, NY 10009 DEED BOOK 12446 PG-674 PK090 Cutch-New Suff Park 200 TO FULL MARKET VALUE 35,088 SWO11 Solid Waste District 200 TO WW020 Waste Water District 200 TO Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS ofc NUF6" LJ-C-Via- 1 carts 164 0-9--62- f off. APPLICATION NAME & SCTM#: �5s� NAME: ADDRESS: t . t FBI ff-K &� 20a f+Ry v,�A9�� DP- C trrC fir�Cj v� J0�+N L-c Bep-D ( 12S" SivnAK GA tVE C UTC"q (tom �i�L� i4m taw � ►G r4UbsF—fj S$:�UNI'— (,4P4F-- CVtC"4qvC-- Dot rigkme� 5jjawl4 PA9PA-5 6520 sv-uNv- -NW— C01CMCC-jVF-- STATE OF NEW YORK COUNTY OF SUFFOLK Md:f=QrT (Crl-- -/ 1 A-c-,VA )Whi d, residing at L/I0 M41IV S r, 2Nn FL 1z�rNP�-'1� being duly sworn, deposes and says that on the day of NO/OA18& , 20 2'j, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at SU C�f'I'ftlLt� , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. f 4-� Signature UU6- Sworn to before me this i Day of lo�u'1(1 10� , 20 CONNIE D.BUNCH Notary Public,state of New York No.01 BU6185050 ° A Qualified Suffolk County -G'yv� /� Commission Expires April 14,2-6Q�� Notary Public �d� U.S. Postal Service'� U.S. postal Servi cc c3 CEOTIFIED MAIL@) RECEIPT CERTIFIED MAIL' RECEIPT f C3 .. CID 4ru � • Domestic ru m oee, ► fi Certified Mail Fee $4 ,Lry ' 1 ?7��1971 p $ " Sv (' m'Certified Mall Fee +' -. erg E✓r-•� YJ` 07 rr C� ,�-a�97.1 Ln Extra Services&Fees(check box,add M u� � c1 r-1 ❑Return Receipt(hardoopy) $ hate)r�/Ai /J� � Extra Services&Fees(check box,add fee a gP o) c�QV�� CI —IT ❑Return Recelpt(harcicopy) $ 7 (1O�v Poat r ❑Ratum Receipt(electronic) '" $ I �JI,f ( ❑Return Receipt(electronic) t y H�fa-t L1 ^c Pogjmark —' 0 ❑Certified Mail Restricted Delivery $ (—�v �j m � Cenl9ad Mail Restricted Delivery $ �� []Adult Signature Required , ❑ $ fit_ ry`,�..-W ? $ dry J,�. 6��/� I] ❑Adult Signature Required Q� O ❑Adult Signature Resrcted Delivery$ A ❑Adult Signature Restricted Delivery$ • � ra Postage —� \a� $ $0.91� `�.�qt SE `��L' C3 Postage .911 1J2912t123 ,1 Hostage and Fees %y7g/2023 I $ I ge and Fees rU $ ��J ru rU Sent To �A 5 ►1�� ru Sent r 1 t Ir SentTo�j �� Street and ?No. o Bp o. p or F't3"" o• �j 2 --iee�an.... 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StreetandApt: orF;C3 zN - -------�� -- - II Gl' Street and Api jo. r d¢c�i-/;Jo �p ---------- --- city;ware"ziP+-�'�-------��IU�,: L�--.�------------------------ cS� �K{��T.1`�. ��, r` -- City,$tale,Z1P+4�-------------- --------------------------------------------- u-rct� v +.�' 1(� - coo icje 1(9ss PS Form 3800,April 2015 PSN�5�0-02-00979047 See Reverse for Instructions TM U.S. Postal Service r` CERTIFIED ° RECEIPT CO Dom6stic Mail Only, r� 11 Y]Bf�e f s •C�x'' i Certified Mail Fee $4.35 o $ 0971 Extra Services&Fees(checkbox,addrea��ppppdate) 07 r ❑Rewm Receipt(hardcopy) $. . V.VU 0 ❑Return Receipt(electronic) . $ ,�11 t tyY r,>> Q ❑Certified Mail Restricted Delivery $ N. Post r"rk � ❑Adult Signature Required $ .0 Here J O ❑Adult Signature Restricted Delivery$ ( rd& Postage $0.90 r w $ ru Vel w9e,and Fees \\\�r 1 l29/21 I rU Sent To \FO C ^ FSe V . �4o PdrBo---- Ci �e --- a v� 41-S ------------ ram. SECTION-SENDER: COMPLETE THIS COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,_2,and 3. i A. Sign re ■ Print your name and address on the reverse so that we can return the card to you. Agent ❑Addressee ■ Attach,this card to the back of the mailpiece, B. Rlec ived by(Printed Name) C. Date of Deli e or on the front if space permits, �(" f 1. Article Addressed to: D. Is delivery address different from item 1 ❑Yes W 1 u,i my11 -'—A'uv4D 1 L M If YES,enter delivery address below: �No �� Gs Lf 2'�--541J NA �J cur( H-eu f e'Jy 119 II I IIII�I I'll I'IIIIIIII'lll III 3, Service Type ❑Priority Mail Express(D IIII II l'll'I III ❑Adult Signature ❑Registered Mail ❑ R ' ' Adult Signature Restricted Delivery ❑Registered Mail Restricted; ❑Certified Mail@) Delivery f 9590 9402 8180 3030 5643 81 ❑Certified Mail Restricted Delivery ❑Signature Confirmation*"+ I ❑'Collect on Delivery ❑Signature Confirmation i �2._Article_Number(-iransfer from semlce label) ❑Collect on Delivery Restricted Delivery Restricted Delivery E)Insured Mail 1 2 2 2 410 0 0 g 1 0 5 3 7 9900 ❑Insured Mail Restricted Delivery _ I (over$500) 1E PS Form 381j1�,July20201: N 7530'i02.000-9053 Domestic Return Receipt i a Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & NAME: 19 /o LI /- q- 1 /U '7 l q- S STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the.. _............m day of ........_ .........._.. _............... w._, 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 their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at _� mmmmmIT�wwwwwwwwwwwwwwww , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. �.......Signature__m............ Sworn to before me this Day of... ... _--. 20 Notary Publ ......__...., i ...... s , NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: HC NOEO, EEC SUBJECT OF PUBLIC HEARING: For a Wetland Permit for a proposed two-story, single-family dwelling to replace existing single-story dwelling, to include an addition of a new 440sq.ft. two-car accessory garage and proposed 2,465sq.ft. gravel driveway; existing 883sq.ft. building to be demolished with the newly proposed ground floor to be 800sq.ft. and a proposed second floor that is 1,175sq.ft., total square footage of new two-story dwelling to be 2,975sq.ft.; a wrap-around ground floor terrace on the north, west and east sides of the dwelling totaling 1,008sq.ft.; a 250sq.ft. second floor deck; one (1) 62sq.ft. built-in planter to run adjacent to the north side ground floor terrace; install an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands; install 8' diameter by 2' deep drywells with gutters to leaders to drywells to contain roof runoff; and to install and perpetually maintain a 15' wide non-turf buffer area upland of wetlands to be composed of native vegetation. Located: 6370 Skunk Lane, Cutchogue. SCTM# 1000-104-5-3.3 TIME & DATE OF PUBLIC HEARING: Wednesday,, January 17, 2024 — at Or about 5:3P. 1. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Board of Trustees Application PROOF OF MAILING QF NOTICE, ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#:� . .�...................._� ....__ ._ .........._... ......._ _. . NAME: ADDRESS: /o y - �E i� Ll / y S_ STATE OF NEW YORK COUNTY OF SUFFOLK . � .. , residing at_.......... _._..... ...................mm—_—__ . _ being duly sworn, deposes and says that on the __... day of ........ m,� .mmp 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 their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at .._............_:,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature mm� Sworn to before me this Y —_ ...........�. 20_....._._ ___..... _. Notary Public NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: HC NOFO, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit for a proposed two-story, single-family dwelling to replace existing single-story dwelling, to include an addition of a new 440sq.ft. two- car accessory garage and proposed 2,465sq.ft. gravel driveway; existing 883sq.ft. building to be demolished with the newly proposed ground floor to be 800sq.ft. and a proposed second floor that is 1,175sq.ft., total square footage of new two-story dwelling to be 2,975sq.ft.; a wrap- around ground floor terrace on the north, west and east sides of the dwelling totaling 1,008sq.ft.; a 250sq.ft. second floor deck; one (1) 62sq.ft. built-in planter to run adjacent to the north side ground floor terrace; install an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands; install 8' diameter by 2' deep drywells with gutters to leaders to drywells to contain roof runoff; and to install and perpetually maintain a 15' wide non-turf buffer area upland of wetlands to be composed of native vegetation. Located: 6370 Skunk Lane, Cutchogue. SCTM# 1000-104-5-3.3 TIME & DATE OF PUBLIC HEARING: Wednesday, December 13, 2023 - at or about :3 P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Board of Trustees Applica�"ion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: AnnRESS: f Gig !U , sow/'�- goy /vy- y- 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 their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at ,that said Notices were mailed to each of said persons by CERTIFIED MAILIRETURN RECEIPT. Signature Sworn to before me this Day of . 20 Notary Public li4G i4uTl `. Coi= HtA 'I '% NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: HC NOFO, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit for a proposed two-story, single-family dwelling to replace existing single-story dwelling, to include an addition of a new 440sq.ft. two- car accessory garage and proposed 2,465sq.ft. gravel driveway; existing 883sq.ft. building to be demolished with the newly proposed ground floor to be 800sq.ft. and a proposed second floor that is 1,175sq.ft., total square footage of new two-story dwelling to be 2,975sq.ft.; a wrap- around ground floor terrace on the north, west and east sides of the dwelling totaling 1,008sq.ft.; a 250sq.ft. second floor deck; one (1) 62sq.ft. built-in planter to run adjacent to the north side ground floor terrace; install an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands; install 8' diameter by 2' deep drywells with gutters to leaders to drywells to contain roof runoff; and to install and perpetually maintain a 15' wide non-turf buffer area upland of wetlands to be composed of native vegetation. Located: 6370 Skunk Lane, Cutchogue. SCTM# 1000-104-5-3.3 TIME & DATE OF PUBLIC HEARING: Wednesday, November 15, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 76S-1892 40 ON Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si ificant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 -104 -05-3.3 PROJECT NAME 6370 skunk lane The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0 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: Wet a singleft two car accessory garage and proposed 2,465 sq ft gravel driveway.The existing building of 883 sq ft will be demolished,and the newly proposed ground floor will be 800 sq ft with a proposed second floor that is 1,175 sq ft.Total square footage ofthe new two story dwelling will be 2,975 sq ft.This project also includes a wrap-around ground floo oposed 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 15f upland of the wetlands com 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 by Isaac Clay Coffey R.A.,received on June 14,2021,and stamped approved on June 16,2021. Location of action: 6370 skunk lane cutchogue ny 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: Margot Coffey (b) Mailing address: 430 Main Street 2nd fl Greenport ny (c) Telephone number: 646-275-2447 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 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. 17Yes ❑ No ❑ Not Applicable This one and twe story home aims to enhanee the stable residential areas this property Hes"ithin by reploeing the detei4emdogevisting struefitre and Nshile alse preserving the environmentally sensitive wetlands by adding in additional native vegetation %I iti.h.HIC 5U.I UL—dilIg KI ea.Tile St.L.M.e is designed wv ith the DEe'S gUildCHIMS in mind and Is shnihn in consh actitni to the Who vs Viand p upex ties in ine area.This includes an innovative alternative waste water treatment system 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 preserve the wetlands on this site. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable 40 as This two story single family residence will be cited as far away as possible given the property lines from wetlands per trustee recommendations. This will greatly minimize any impact on the property and preserve traditional uses that define the maritime character of the area by maintaining appropriate scale and intensity of use. 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 This proposed single family residence conforms to other traditional wetland structures in the hamlet it also will be relaxing a deteriorating structure in the process and in doing so improving and complying with visual quality Associated with the area. It will be preserving existing natural vegetation by keeping areas near the wetlands undisturbed. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable The natural vegetation of the wetlands on this property will not be disrupted nor are they in danger of being destroyed on the site.Per Trustee recommendations and approval,the Proposed structure is located as far back as possible on property lines to lessen impact on the west lands. Additionally a proposed non-turf barrier exonerated 10 ft upland of existing flagged wetlands will be composed of native vegetation to further protect and preserve the wetlands on this site. In addition an innovative alternative wast water treatment systems will be integrated into this home to prevent nitrogen and or ther harmful 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 ✓❑ Yes ❑ No ❑Not Applicable 8"dia x 2'deep drywells with Butter leaders or roof run off.The proposed structure will also retain and establish nets vegetation to provide added soil stabilization and filtering capacity.In addition an innovative alternative waste water treatment system will be integrated into this home to prevent In addition an innovative alternative waste water treatment system will be integrated into this home to prevent nitrogen and other harm 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. 17 Yes ❑No ❑ Not Applicable qW as The ne%v single family residence will not disturb any of the tivetland areaes on the property or surrounding properties nor mill it inipact the nat a! vegetaion that keeps this area stabili=d.This pcjmt also tmadl- mming tire house its fiL back on pope,t�as possible from wetlands per trustee recommendations.Additionally,a proposed non-turfbarrier zone 1 Oft upland of existing wetlands will be composed of native vegetation to further protect and preserve 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. ❑✓ Yes ❑No❑ Not Applicable The construction on thio pronea cause¢no adverse emissions in the air quality of the town.In addition,this project will remove existing inefficient oil furnace and the proposed nen'furnace will be 96%efficient with ow UO2 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. ❑✓ Yes ❑ No ❑Not Applicable There aree no toxic pollutants or hazardous su stancees associated with a construction ofthis singe tamily 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. ❑✓ Ye❑ No❑ Not Applicable 0 obstructions o the wetlands and cree sia coastal waters will a made. Attach additional sheets if necessary qP . we 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 ❑ Not Applicable This singe family residence helps to limit the potential for adverse impacts associated with development by being located ositiei rHre wetlae►ds as pessibic on property to avoid impacting the natural wetland habitat that already thrives here.A proposed non-turf barrier 10 ft upland 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. ❑✓ Yes ❑ No❑ Not Applicable This proposed single family residence does not interfere with living marine population and habitat maintenance and restoration efforts. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ✓❑Yes ❑ No❑ Not Applicable Thu situ of this single family midence does nut advenely impact apicaltumi lands.it is located on pievionsly developed land within an established residential hamlet. 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 construction around the new structure. PREPARED BY TITLE DATE ISAAC-RAE STUDIO 430 Main Street, 2nd Floor Greenport NY 11944 October 6, 2023 RE:Trustees Wetlands Permit Application: Resubmission for 6370 Skunk Lane Cutchogue [Trustees#9918] To The Board of Trustees: Please find the resubmission information for the project located at 6370 Skunk Lane. The following project was granted a wetland permit that expired this year in June 2023. We have requested a renewal of this permit, but in the event the Board declines this, we have included the following complete application package: • (4) Full sized,stamped original surveys • (3) plans to scale at 11x17 and (1)full sized set of plans • (3)copies and (1)original of: application, photographs, LWRP,detailed project statement,short environmental survey, authorization forms The project description that was approved and previously granted a Wetland Permit by the Trustees is also included here below for reference: Wetland Permit 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 of 883 sq ft will be demolished, and the newly proposed ground floor will be 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"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 by Isaac Clay Coffey R.A., received on June 14, 2021, and stamped approved on June 16, 2021. Thank you, Margot Coffey Clay Coffey OCT 6 2023