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Home My WebLink AboutTR-10889 r V��®� S®�� Town Hall Annex President V° ® 54375 Route 25 Glenn Goldsmith, �® P.O. Box 1179 A. Nicholas Krupski, Vice President °�® Southold, New York 11971 Eric Sepenoski Telephone (631) 765-1892 Liz Gillooly a® Fax (631) 765-6641 Elizabeth Peeples �CUUNV BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES RUS YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD S OF T U FEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITI BE` INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 151 day of construction '/2 constructed When project complete, call for compliance inspection, ;. iu4i 900p ys' ,,ee.e4Ppf°:: '''vi .,, ,:�oaco eeryv�:.` `4 ..;I've@°°°1 epr s�' -- ,�.•��@°9n'ei°Oio':g:•. n ...•,;oio ereo `.:aelii->tiio ° I , @P 44 ,. a@@ 410 r @Pf 44/ r,. c PP 40 r 1 E� v n•11@f 4101 rp � - .ap11P@ 910g6 ,aa@ 4/00 \p IIP pql � I g ,\p Ig®r u,,ap11 p� p! ig p r _ o RE F g; l� n�.d S".','<'S'•4'.,.i -£.G�".!!"..SS!.:'wv"!;;>G44d.4,r.C,...lS:..,�K. .°Aw.,�f2J'1G,,.:.,...,.-�,"4J1�.,,..Ow :S2 I ',1,''U`.m ...A.�,....lb�. a sY BOARD OF SOUTHOLD TOWN TRUSTEES =,•e';p�o s SOUTHOLD,NEW YORK PERMIT NO. 10889 DATE: DECEMBER 17,2025 _ J rIB146 § S ,••• ISSUED TO: HALLOWELL FAMILY TRUST {r �,'' zoll•@•P � � Ir/°Ill° '' -, PROPERTY ADDRESS: 1745 NORTH PARISH DRIVE, SOUTHOLD SCTM# 1000-71-1-16.2 E 1 AUTHORIZATION 1 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 December 17,2025, and in consideration of application fee in the sum of$1,250.00 paid by Hallowell Family Trust and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and f ela,3 permits-the following: •aas@f Wetland Permit to remove the 262sq.ft. pergola from the existing 548sq.ft. seaward deck; on existing 2,248sq.ft. (first floor area) two-story dwelling, install new windows, , doors and sliders throughout first and second floors, and replace existing where needed; construct three second floor additions for a combined total of 1,349sq.ft. °''°°•` second floor; abandon existing septic system and install a new I/A OWTS sanitary I,a,• g system landward of dwelling; install gutters to leaders to drywells to contain roof runoff; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer Q area along the landward edge of the top of the bank; all as depicted on the site plan �L prepared by Kenneth M. Woychuk,Land Surveying PLLC, received on November 18, r' 2025, and stamped approved on December 17, 2025. ' IN WITNESS WHEREOF the said Board of Trustees hereby causes its Corporate Seal to be affixed, r, And these presents to be subscribed by a majority of the said Board as of the day and year written above. . f GA -3 •. lr1v:.W;i`n'7'u$.i(Y'�n7y+'CS°'fr 53 frl'7ja Y'rtS�,YeS7iiYS.r'n47+'i�i3lfii7i'("°'f'♦,"�irref� i:Nif f6"°k rr7Y5ri'7�i,Si7ii;5icr`itiry.v7d7.Y°'--na..�"'fi"" "Y"r�J�'rfJn7.Y."dii(r'fi�4 t `r'Y7�'/,RifiiYe77rr'�rrnkl 4rt-rir't�idnir Rf`�r �,•f�rtaKh rr,�� f '' ree ee.. ..reo oe• ..°gee ,\ a ee eel a e�.p•``,--`_ °// a e .�.''-� a e %-t •;reE4 0a°P' „ •i>.. Sr�/dd Ilao•• .v� •;. �•,.//1 1a11,..• .•i�/64 1a10• i-`':ere Id as a° i rrrd 11 i ,i�4r{f laepo TERMS AND CONDITIONS The Permittee Hallowell Family Trust, 1745 North Parish Drive, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: l. 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 prior to expiration. 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. A permit issued for work not including a demolition as per the definition in the Town Code, but subsequent to issuance,the work results in a demolition,the permit is voided and a new application must be submitted. 6. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 7. 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. 8. 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. 9. 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. 10. That the said Board will be notified by the Permittee of the completion of the work authorized. 11. 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. 12. 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. S.C.T.M.# DISTRICT 1000 SECTION 71 BLOCK 1 LDT 16.2 #R-25- 1658 LATERAL 3 INLET PORT OUTLET SOLVENT WELDED TO 4" FUJICLEAN I/A OWTS DWELLING ADAPTER ALL PORTS LONG STUB OF 4"SCHEDULE 40 FFL 21.0 ARE 4"OPENINGS PIPE CONNECTED TO FUJI 4" SDR 35 (TYP) CLEAN CEN UNIT(TYP) ITCH 1/8"/FT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES GRADE 18.5 GRADE (18.0) GRADE 5% MAX ELI8.0) C/O TO GRADE n NV1V15 DISTBOX INV15.52 EL15.73 PERMIT FORAPPROVAL OF CONSTRUCTION FOR A INV17.05 INV15.92 •wv15s2 wv1s.3 (1) E,4CH 4" SDR 35 4" SDR 3 j 10'OxI0'DEEP SINGLE FAMILY RESIDENCE ONLY PITCH 1/4"/FT X PITCH 1/8"/FT LEACHING 0 PCOL 000 0 0 0 10/10/2025 R-25-1658 EL5.73 DATE H.S REF. NO. EL 11.52 �J FUJI CEN5 3'MIN HIGHEST EXPECT. GROUND WATER EL 2.0 APPROVED FOR MAXIM U 4 BEDROOMS POLYLOK SAFETY SCREEN ° DOMED SHAPE FOR MATERIAL-HDPE MAXIMUM LOAD STRENGTH INSTALL IN EACH ACCESS EXPIRES THREE YEARS FROM DATE OF APPROVAL HANDLE FOR EASY REMOVAL PORT UNDER HD COVER OF SAFETY SCREEN GRADE EXISTING GROUND '• #020,65" SIZED TO FIT INSIDESANITARY NOTES 24' 2.45FIR5T RISER1.65" 1.THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. AIR HOSE AND 1 INLET, 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE ELECTRICAL SUPPLY 7 OUTLETS SHALL BE PROVIDED TO THE SCDHS TP TREATMENT UNIT3.PROVIDE A 2"VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS FUJIMAC AIR PUMP ON PRECAST CONCRETE PADNTS BOX ACCEPTS: 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE LIGHT COVER#3009C TOP VIEW HEAVY COVER#3017-C20 GRATE #3017-G20 PROPOSED SEPTIC SYSTEM UP TO4BEDROOMS SANITARY DESIGN BY: 6"TALL RISER#3009 (1)FUJICLEAN CEN5 500 GPD(OWTS) /12"TALL RISER#3009-R12 RICHARD M. MATO A.I.A. COVER w 23.55" / (1)LEACHING POOLS 10'x10'DEEP PO BOX 2284 TO GRAP9 o,z FINISHED GRADE (1)EXPANSION LEACHING POOLS AQUEBOGUE NY 11931 Mw.a°ol.c. _x NDCAP TYPE PITSID 3ED' PIPE°RE°NI+,. <� LEVELING DEVICE PHONE: (631)523-5879 PIT°HE°,.a"PER FT"IN, -MII Design Professional's Certification Required. INLET `° `° EMAIL: RMATOARCHITECT@GMAIL.COM M ® ® 2"INCREMENT, n tr"'''< BOX SEAL, Submit P.E. or R.A. Certification For ® 2M ® TYP. Yti;3;;v i(; 5 POLYLOK SEAL The Installation and Construction of the SewageDisposal stem PED ARCy� Dis l S t ® ® ® ® ® � ! 43001 TYP.40PLCSTYP, p Y MIN.12"COMPACTEDSAND 0 �Gj T PEA GRAVEL LEVELING PAD Use Form WWM-073 �� p,PD M•Mq ccc, ® ® ® ® � ® POLYLOK 20"D-BOX FRONT/SIDE VIEW �O MATERIAL-HOPE /----GRWN°WATER DISTRIBUTION BOX PolVlok DETAILS Abandonment of the existing sanitary system must be in conformance with the Department's requirements. __ a 4 Submit completed form WWM-080 as proof LEACHING POOL ' s7. oa 1 a6 �Q NTS WATER LINE CROSSING - OF Nam• DWELLING ELECTRICAL PANEL TYPICAL GUTTER/DRAIN PIPE RICHARD M. MATO A.I.A. NYS USC#047861 T SCREEN SECTION WAIN CEOTEXTILE FABRIC 78"MIN BREAKER SUPPORT POSTS WOOD OR METAL FLOW DIRECTION WATER LINE EXCAVATED AND BAD KFILLED TRENCH $ 5 gOUNDARY Y CIRCUIT �NIC BREAKER FJ(ISTING GROUND p�C T1DAMI -DID, S�ANE6+2p2 30AMp _-__,_J• as DE CONSULTPN DEDICATED J�j-JTi - I - ' s _ - I�-� EN /� oPo �? LE_TRICALSERV -� - iOJ HYDROACTION CONTROL PANEL=T-Tr-I 10433'F JlT-I 1=ITT- -tom 1 c 11 -TT -TfiTT ITT= z""NON DRAINAGE CALCULATIONS: � jNIGNWAtE -10 A)DWELLING W/COVERED PORCH=2,322 SQ.FT. S 8 T"I'F1NE A MEN �HV�•• , r .po 2,322 x 0.166=335.4,336cf REQUIRED _ •.J-- '- EL 2.2 CONTROL (2)8'DIA x 5'DEEP DRYWELL-42cf PROVIDED _' '' ',4 SHWA' PANEL REVISED PLANS APPROVED - 11 /6/2025 ---- -� - -- --~� f L � EL 2 2 __� /T E - K 5 ZONE�E(E 5 -"��vEGL�3) 6 WORD ..�-- Z ( .._.._. » _._.._.. RULKHEAD FLOOD P _.._.._.._ _ .W .._: �__` _ ZONE X `1 O ZONE X E RM IT EXPIRES - 10/10/2028 10,y --�= --- ; . STK. 1412 EDGE \ �Nd1 16 �/ _ - 0', - _•14 Installation Guidance FujiClean Schedule 40 PVC 90-Degree Inlet Adapter 17 STC� o 16 ALL MATERIALS SCHEDULE 40 PVC(TYP) 6"SCHEDULE 40 END CAP CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE 12.7 17.3' `� _ 1.The FOI Clean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.Al of these will accept standard ADAPTER&PLUG(TYP). VV, o r schedule 40 fittings. CLEANOUT TO GRADE ADAPTER FROM ABOVE(TYP) OXo TREKS/ �•15 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out. f LAND N/F OF �'C, 23 7 WOOD D CK 11.0'N =-14 DWELLINGS W/PUBLIC WATER .An unused entry y u pans on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,Ora Schedule 40 slip �4.97" LAND SPORNBERGER t\ ::?;53.2';. r ti cap that is solvent welded 1D a snort stub of pipe Inserted and solvent welded into the adapter port. C 4 �-•4.63" _ S OWER (� 150' 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded 6"SDR 35 PVC RISER PRIOFCJSr=D Lry into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit. }'.:: .'' ,: PIPING EXTENDED TOPVIEWWITH2ND FLR DORMERS ' CAM€•' �' LAND NIF OF 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of UP TO GRADE DIMENSIONS(TYP) "'3 BEDROOMS the adapter and pi e,and any ps settling or strainbe u e Me adapter or of the arn adapnit. TOP VIEW(TYP) LENGTH VARIES TYP ADDITIONS •'•: •::�:..•::':'f DWELLING#; 6.Metal fittings,pipe,and caps are NOTto be used For installation of the adapter. ( ) 8.24 BIL FFL 2 O N W, \ SUSAN EWING 7.Must install acleanout to grade in accortlance with lhe'STANDARDS FORAPPROVAL OF PLANS AND CONSTRUCTION FOR •"•:•'::':�'•::'':�:•'"":�•. " -:• 8' W. LEC.SERVICETO CONTROL PANEL SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FORAPPROVAL _ OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." :; 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. CONTROL PANEL AND AIR PUMP DWELLINGS CONC./LATE W/PUBLIC WATER STD P 0 (A t ELECTRIC AND AIR SUPPLY HOSE TO OWTS 2"SCH4G PVC VENT PIPE 1.Square pipe ends,chamfer and remove all dirt. �. 150' 12 4' :`"��' SLATE WALK ` 2.Check dry fit of pipe and fitting.Pipe should easily go 113 of the way into the fitting.If pipe bottoms,it should be snug. C� 5 1 N DP ZONE X/AS SHCEROWN OF FEMA MAP 3.Use a suitable applicator at least''/:the size of the pipe diameter.For larger size pipe systems,use a natural / S SHS AREA BOUNDARY bristle brush or roller. SIDE VIEW(TYP) li .6.5' �'.:.:I:43+ i,"1 , •••(((fff 11/1ABOU \, :-GA 4.Clean i an fitting w• RAGE:;•::;: tJEX C e per d tt c with a listed primer.(Do not use primer le leave pipe and finings.Use Clear Cleaner only!) INLET ADAPTER GF I ••'• ��''�EXISTING SANITARYTO BE ABANDONED 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. NTS ss^ �;'}`,f.': '� •^' '' ' EXTRAINLET SIDE VIEW WITH v AND BACKFILLED WITH CLEAN COARSE SAND 6.Apply a thin coat of cement to the inside of the fitting;avatl puddling of cement sea° DIMENSIONS(TYP) "- Lj- --y - • Puddling can cause weakening and premature failure of pipe or fitting.Apply a second .at of cement to the pipe. CAPPED VIA ' I IN 4"SCHEDULE 40 '�'•%i'%� O 7.Assemble parts QUICKLY.Cement must be fluid.If cement Surface has dried,retool both parts. - '--" --- tqi• _- ,.,� U' ADAPTER&PLUG - • - WA'� 8.Push pipe FULLY into fitting using a'/,turning motion until pipe bottoms. OR CAP(TYP) -\ : 1 p. ,,• 9 g)-uoq) DRI o NOTE:NO ON SITE DRYWELLS J :.; 9.Hold pipe and fitting together for 30 seconds to prevent pipe pusti-longer allow temperatures.Wipe off excess. $"� j A "� �r ;.._ u ' q 4 $ , ••'' •• _ NO IONS TE GAS LINES 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees ��aa ( w C 'L. ,^ Fahrenheit before pressure testing up to 160 psi.Longer cure times may be required at temperatures below 60 degrees }�+y'q Cv("'q C':r_ 7 �.-.. _ �+ I w ? - >s-�•-•a •�EXP'Ol: 5' O r/' Fahrenheit or with pipe above 3 Inches.DO NOT TEST WITH AIR. Y.F 1„J t'i,(•J �r I• i S,U I - \ O w' , ��v J I l NOTE:The set up/cure lime is dependent on several factors.The pipe size,socket fit,ambient temperature, �,P'�\{,� relative humidlt solvent cement used and the system operating n9 p Cid INLET IE W(TYP)1 O Y�°,'� OF S O U T'�'11r�)9 D Y y p ng pressure should all be considered when determining set u cure times L,[J i to DATA &FujiClean USA __ ___ MON 11D P• Toward Clean Water... �- _o.H.wiREs w.v _'�+�t 24rs0" E 8 ---- SCUM BAFFL B _ � � PIP OUTLET SOLVENT WELDED TO 4" 7"1pr" a.� _"' -- � '70.0 N 82°300 O W, NOV LONG STUB OF 4"SCHEDULE 40 2'-1ITd" 2'-7r1�" 2,_Dq„ ELEV. 18.6 EDGE OF PA �`VEMEN PIPE CONNECTED TO FUJI OL BROWN T w CLEAN CEN UNIT(TYP) >® SANDY LOAM 0 8, NOR T w w I s��' ^'.�'J,q�s; - '��'-s_• SOUthOld TOWn 4,_,.]., H .PA,RI'SH DRIVE ' ��``�.'' \v Board of Trustees LATERAL 3 INLET ADAPTER ALL PORTS ARE 4"OPENINGS PALE C� BROWN 1 4 JA SW MEDIUM 1 SAND DWELLINGS W/PUBLIC WATER = ADD WATER LINE CROSSING 11-05-25 ---INLET BAFFLE---- HIGHEST EXP.WATER EL 2.0 150, REVISE SANITARY LOC. 11-04-25 PALE I O ® MEDIUM � © SW 11-18-24 I y FEMA MAP#36103CO166H 'll��" LOW BAFFLE 3/4"AIR INTAKE I �°+ EFFECTIVE 09/25/2009 RECIRCULATION PIPE (CLEANING OPENING) B K.WOYCNUK LS LOT COVERAGE FLOW OPENING(TYR) 1i ►'17 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL OUTLET SOLVENT WELDED TO 4" PLAN VIEW UPLAND AREA: 17,902 SQ.FT. or 0.41 ACRES LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS LOP PE CONNECTED TO FUJISTUB OF 4' 40 DWELLING W/REAR DECK: 2878 S.F. or 16.1% AND OR DATA OBTAINED FROM OTHERS. CLEAN CEN UNIT(TYP) rl 20°ACCESS COVER 20"ACCESS COVER 24"ACCESS COVER IS INFECTION ELEVATION DATUM.• NAVD88 (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) AREA: 18,593.86 SQ.FT. or 0.43 ACRES ----------- -- covER -) PLUG 2'.0" UNAUTHORIZED AL7ERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY (THREADED) SQUARE s• MAP NOT FEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO TdE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE_ wt `CONCRETE BASE 3• 1 LATERAL 3INLETADAPTER CLEANoureox THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ALL PORTS ARE 4.OPENINGS ® CLEANOUT NOT IN7FNCED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD17701VAL S7RUC7VRES OR AND OTHER IMPROVEMENTS: EASEMENT'S ADAPTER ADAPTER AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT 774E AME OF SURVEY © 30 DEGREE FITTING SURVEY OF: DESCRIBED PROPERTY "oi- N TODD HALLOWELL LISA HALLOWELL � ' � �Y Y CERTIFIED T0: ; sow MAP OF: P �� M Wn O FILED: �'�- © FLOW SITUATED AT,BAYVIEW r t SEWER LINE r CLEANOUT DETAIL TOWN OF: SOUTHOLD c, KENNETH M WOYCHUK LAND SURVEYING, PLLC NTS SUFFOLK 30UNTY, NEW YORKyp or�.,G, `9- Professional Land Surveying and Design SECTION A-A VIEW P.O. Box 153 Aquebogue, New York 11931 FILE #224-104 SCALE: 1"=30' DATE:AUG. 22, 2024 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 i Glenn Goldsmith, President V��OF SOUr�,o (Town Hall Annex A. Nicholas Krupski,Vice President ,`O lB 54375 Route 25 P.O. Box 1179 Eric Sepenoski J J Southold,New York 11971 Liz Gillooly va Elizabeth Peeples G � � Telephone(631) 765-1892 P Fax(631) 765-6641 ®�y00Uf�TY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD I December 18, 2025 Joan Chambers PO Box 49 Southold, NY 11971 RE: HALLOWELL FAMILY TRUST 1745 NORTH PARISH DRIVE, SOUTHOLD SCTM# 1000-71-1-16.2 Dear Ms. Chambers: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 17, 2025 regarding the above matter:. WHEREAS, Costello Marine Contracting Corp on behalf of HALLOWELL FAMILY TRUST 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 14, 2025, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, i WHEREAS, a Public Hearing was held by the Town Trustees with respect to said'1'application on December 17, 2025, 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, i WHEREAS, the proposal 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, i I 2 NOW THEREFORE BE IT, _ RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the.application of HALLOWELL FAMILY TRUST to remove the 262sq.ft. pergola from the existing 548sq.ft. seaward deck; on existing 2,248sq.ft. (first floor area) two-story dwelling, install new windows, doors and sliders throughout first and second floors, and replace existing where needed; construct three second floor additions for a combined total of 1,349sq.ft. second floor; abandon existing septic system and install a new I/A OWTS sanitary system landward of dwelling; install gutters to leaders to drywells to contain roof runoff; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer area along the landward edge of the top of the bank; all as depicted on the site plan prepared by Kenneth M. Woychuk, Land Surveying PLLC, received on November 18, 2025, and stamped approved on December 17, 2025. 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 Very truly yours, . r Glenn Goldsmith President, Board of Trustees SOUTHOLD TRUSTEES - No. �ogg9 , Issued To Hallowell ��,�:►�i�w sY Date �a /�}/� . Address ' I745 Plorih pac � s�. �r:ve� Sou►11.c1d� THIS NOTICE MUST BE DISPLAYED.. DURING CONSTRUCTION TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 -1892 TEL.: 765 Glenn Goldsmith,President �o��S0FF0(,�cOGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski ,;a P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples ��l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time:Dec Completed infield by: £lino► gin pe les 2'02,S Joan Chambers on behalf of HALLOWELL FAMILY TRUST requests a Wetland Permit to remove the 262sq.ft. pergola from the existing 548sq.ft. seaward deck; on existing 2,248sq.ft. (first floor area) two-story dwelling, install new windows, doors and sliders throughout first and second floors, and replace existing where needed; construct three second floor additions for a combined total of 1,349sq.ft. second floor; abandon existing septic system and install a new I/A OWTS sanitary system landward of dwelling; install gutters to leaders to drywells to contain roof runoff; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer area along the landward edge of the top of the bank. Located: 1745 North Parish Drive, Southold. SCTM# 1000-71-1-16.2 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.: Mpv�wfll o1n }jne, Vve,S-� 54e to 0,liu'A W►f ar o Lc Present Were: x/ G. Goldsmith ✓ N. Kru, ki ✓ E. Sepenoski __ZL. Gillooly E. Peeples i FNOTEL GENERA S TOWN OF SOUTHOLD ZONING ANALYSIS INFORMATION ADDRESS: 1745 NORTH PARISH DRIVE, SOUTHOLD, NEW YORK 11971 HALLOWELL RESIDENCE 1. ALL WORK UNDER THIS APPLICATION SHALL COMPLY WITH THE 13. THE GENERAL CONTRACTOR IS RESPONSIBLE VERIFY WITH HIS TAX MAP # 1000-71-1-16.2 2020 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE, PLUMBING SUB-CONTRACTOR THE SIZE OF THE EXISTING HOT WATER Formworks Architecture, PLLC HEATER (HWH)AND WHETHER THE EXISTING HWH WILL BE OF Code Section Zoning District Classification: R-40 Total Lot Area: .43 ACRES; 18,583.86 SF 36 South Street (IBC 2020). SUFFICIENT CAPACITY TO SUPPORT ANY ADDITIONAL HOT WATER L PROCEED UNTIL SUCH TIME AS THE TOWN OF DEMAND FOR THE MASTER BATHROOM. IF DEEMED INSUFFICIENT, THE PERMITTED/REQUIRED EXISTING PROPOSED COMPLIANCE re.245.3 3 11944 2. NO WORK SHALL 646.245.3603 SOUTHOLD BUILDING DEPARTMENT HAS ISSUED A BUILDING GENERAL CONTRACTOR WILL SUBMIT TO THE OWNER A SEPARATE - PRICE QUOTE TO REMOVE AND REPLACE THE EXISTING HWH WITH A LOT SIZE. S University Place PERMIT AND A PLUMBING PERMIT. Suite 205 NEW ONE OF SUFFICIENT CAPACITY. Minimum Lot Size: 40,000 sq. ft. .43 ACRES; 18,583.86 SF Existing, No Change Yes, Complies New York, NY 10003 3. THE GENERAL CONTRACTOR CERTIFIES TO THE OWNER THAT HE IS A LICENSED CONTRACTOR IN THE STATE OF NEW YORK; 14. THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR LOT WIDTH. 2.796.2685 SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY THE OBTAINING AN ELECTRICAL ROUGHING INSPECTION APPROVAL FROM Minimum Lot Width: 150.00 ft. 100 ft. Existing, No Change Pre-Existing FIRE-UNDERWRITER'S ELECTRICAL INSPECTOR. N TOWN OF SOUTHOLD BUILDING DEPARTMENT. w AN INDEPENDENT w H LOT DEPTH. 4. THE PLUMBING CONTRACTOR CERTIFIES TO THE OWNER THAT 15. THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR Minimum Lot Depth: 175.00 ft. 183 ft. Existing, No Change Yes, Complies CC HE IS A FULLY LICENSED CONTRACTOR IN THE STATE OF NEW OBTAINING A FINAL ELECTRICAL INSPECTION AND AN UNDERWRITER'S F- CC: YORK, SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY ELECTRICAL CERTIFICATE FOR THE NEW WORK APPROVAL BY AN FRONT YARD. ISSUED HALLOWE LL THE TOWN OF SOUTHOLD BUILDING DEPARTMENT. LU INDEPENDENT FIRE-UNDERWRITERS ELECTRICAL INSPECTOR. Minimum Front Yard: 50.00 ft. 200 ft. Existing, No Change Yes, Complies REVISED &RESUBMITTED w CnRESIDENCE =) Cn 5. THE ELECTRICAL CONTRACTOR CERTIFIES TO THE OWNER THAT 16. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER'S THE SIDE YARD. Cn HE IS A FULLY LICENSED CONTRACTOR IN THE STATE OF NEW ORIGINAL (GREEN) FINAL UNDERWRITER'S ELECTRICAL CERTIFICATE Minimum Side Yard: 15.00 ft. Side Yard 1: 12.4 ft. Existing, No Change Yes, Complies 1745 North Parish Drive YOR K, SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY FOR SUBMISSION TO THE TOWN OF SOUTHOLD BUILDING Side Yard 2: 28.2 ft. Existing, No Change Yes, Complies NO CHANGES � Southold, NY 11971 THE TOWN OF SOUTHOLD BUILDING DEPARTMENT. DEPARTMENT. BOTH SIDE YARDS. OMITTED N 6.THE GENERAL CONTRACTOR IS TO FIELD MEASURE THE 17. THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTOR(S)SHALL Minimum Both Side Yards: 35.00 ft. 40.2 ft. Existing, No Change Yes, Complies w 'n EXISTING CONDITIONS AFFECTED BY THIS PROPOSED WORK TO MAKE ANY AND ALL CHANGES TO THEIR WORK AS DEEMED SHT. NO. TITLE CONFIRM SAME PRIOR TO PROCEEDING. NECESSARY BY THE TOWN OF SO UTHOLD BUILDING INSPECTOR AT NO REAR YARD. r ADDITIONAL COST Tgi O THE OWNER. Minimum Rear Yard: 50.00 ft. 53.6 ft. Existing, No Change Yes, Complies 7. THE GENERAL CONTRACTOR IS TO INFORM JAMES THOMAS MARTINO, ARCHITECT OF ANY DISCREPANCIES BETWEEN THE 18. ALL NEW CONVENTIONAL WOOD FRAMING MEMBERS SHALL BE LIVABLE FLOOR AREA. G-001.00 PROJECT LOCATION, SITE PLAN, DESIGN CRITERIA&ZONING DATA FIELD CONDITIONS AND THE DIMENSIONS INDICATED ON THESE DOUGLAS FIR-LARCH #2 MINIMUM, NO EXCEPTIONS. Minimum Floor Area: 850.00 sq.ft. 2,670 sq.ft. 3,597 sq. ft. Yes, Complies G-002.00 SURVEY 0 DRAWINGS PRIOR TO PROCEEDING. G-003.00 FRAMING NOTES AND NAILING SCHEDULE 0 19. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED LOT COVERAGE. 8.THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE DIMENSIONS AND DETAILED DRAWINGS OVER SMALLER SCALE Maximum Lot Coverage: 20% (3,580 sq.ft.) Upland 16.1% (2,878 sq. ft. incl deck) Existing, No Change Yes, Complies G-004.00 CONSTRUCTION AND STRAPPING DETAILS 0 THE WORK PERFORMED BY ALL TRADES, INCLUDING BUT NOT DRAWINGS. LIMITED TO: HIS PLUMBING, MECHANICAL AND ELECTRICAL BUILDING HEIGHT. Height: 35 SUB-CONTRACTOR'S AND ANY OTHER TRADES THAT MAY AFFECT 20. THE GENERAL CONTRACTOR SHALL VERIFY& BE RESPONSIBLE Maximum Building Heg : .00 ft. ±25.40 ft. Existing, No Change Yes, Complies THIS PROJECT. FOR ALL EXISTING DIMENSIONS&CONDITIONS ON THE JOB. THE A-000.00 DEMOLITION PLANS ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY DEVIATIONS OF THE NUMBER OF STORIES. A-100.00 FOUNDATION PLAN 0 9.THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS. Maximum No. of Stories: 2 2 Stories 2 Stories Existing, No Change Yes, Complies ALL LOCATIONS WHERE WOOD BLOCKING AND/OR PLYWOOD A-101.00 FIRST FLOOR PLAN 0 BACKING MAY BE NECESSARY FOR A PROPER INSTALLATION. 21. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A-102.00 SECOND FLOOR PLAN BRACING&PROTECTING AGAINST WIND&STORM DAMAGE, 10. THE GENERAL CONTRACTOR IS TO CONFIRM ALL FINISHES BREAKAGE, COLLAPSE, DISTORTION AND MIS-ALIGNMENT OF ALL AREA CALCULATIONS: EXISTING PROPOSED A-103.00 ROOF PLAN 0 WITH THE PROPERTY OWNER PRIOR TO ORDERING AND/OR AREAS AFFECTED BY THIS ALTERATION. FIRST FLOOR AREA 1,660 SF 2,248 SF A-104.00 WINDOW AND DOOR SCHEDULES, PLUMBING RISER DIAGRAM, IECC COMPLIANCE 0 INSTALLING ANY FINISH MATERIALS. 22. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECOND FLOOR AREA 1,010 SF 1,349 SF 11. THE GENERAL CONTRACTOR AND HIS ELECTRICAL RECORDING ACCURATE "AS-BUILT" DOCUMENTS OF ANY CHANGES A-200.00 BUILDING ELEVATIONS 0 SUB-CONTRACTOR ARE RESPONSIBLE FOR COORDINATION OF ALL MADE DURING THE COURSE OF THIS ALTERATION. TOTAL HABITABLE FLOOR AREA 2,670 SF 3,597 SF ELECTRICAL DEVICES INCLUDING BUT NOT LIMITED TO SWITCHES, A-201.00 BUILDING ELEVATIONS 0 GFCI OUTLETS, RECESSED LIGHTING, SURFACE MOUNTED 23. THE GENERAL CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR GARAGE 588 SF 199 SF LIGHTING, JUNCTION BOXES ETC. THE RESTORATION, REPLACEMENT AND/OR REPAIR OF ANY AND ALL AREAS THAT WERE DAMAGED BY HIS OWN WORK FORCE AND ANY OF BEDROOM COUNT 3 3 A-300.00 BUILDING SECTION 12. THE GENERAL CONTRACTOR AND HIS PLUMBING HIS SUB-CONTRACTORS DURING THIS CONSTRUCTION SUB-CONTRACTOR ARE RESPONSIBLE FOR THE COORDINATION OF �� il_ II �` nn THE PLUMBING FIXTURES, INCLUDING BUT NOT LIMITED TO SINKS, CLIMATIC AND GEOGRAPHIC DESIGN CIRTERIA AS PER RESIDENTIAL CODE TABLE R301.2 (1) TUBS, TOILETS, HOSE BIBS, WASHING UNIT HOT LINES, DRAINS ETC. GROUND ULITMATE SEISMIC DESIGN WEATHERING FROST LINE TERMI1 DECAY WINTER ICE SHIELD UNDERLAYMENT FLOOD L(I N 0 V 18 2025 SNOW LOAD WIND SPEED CATEGORY DEPTH DESIGN TEMP. REQUIRED HAZARDS Southold Town 20 130 B SEVERE 36" (TOP) M to N S to M 11 YES 1984/1998 Board of Trustees ISSUE DATE: z NO: DATE: DESCRIPTION: 0 1 09.06.25 ISSUE FOR DOB FILING k 2 10.15.25 ISSUE FOR TRUSTEES 3 11.05.25 RE ISSUE FOR TRUSTEES TI aM a T TO REVISION HISTORY: z .. NO: DATE: DESCRIPTION: 171 .84 PROPOSED DORMER "PROPOSED. DORMER i DORMER MIN.SIDE ADDITION' �5'1. SF) p.� ADDITION (187 SF) 5ETBAC \ i y SETBACK YARD SETBACK \\ \\ 5�+" � �• ��•.'; . .E'XISTING PER OLA (262 SF) \: .TO; VE REMOV D DRAWING STATUS: 50'_0" f ..: gin;. DOB ID NUMBER: V ^ FRONT YARD SETBACK FIRST FLOOR i AREA DECK ARE vv \ �\ x - . , �O I 2,248 SF 548 SF \t\ \ ► i' x. �uq r illll� 15 NON TURF I, VEG TATIVE BUFFER PROPOSED DORMER a" �O ., , 1 t ADDITION (67 SF) \\' ' W �°w�e_:. - - - - - - - - - - - - - -\, kiyt r TITLE: O I BRICK WALK O .\ .' �. PROJECT LOCATION, SITE PLAN & ZONING DATA \ MIN.SIDE YARD wail DATE: 11/05/25 195.72' SEA C , PROJECT NO: LOCATIONMAP ��KN �`�� ` DRAWL Y: YDS,CD 0 � � ?"`�A. .mot 4 ECKED BY: JB Fri Ole -� LOCATION OF PROPERTY N.T.S. DRAWING NO: TIDAL WETLANDS BOUNDARY SITE PLAN BASED ON SURVEY BY KENNETH M. WOYCHUK, PLLC. �/ AS DETERMINEDIDELINEATED BY G-001 .00 AUGUST 22ND, 2024 / EN-CONSULTANTS JAN. 8, 2025 �0� t CAD FILE NO: PAGE: 1 OF 13 S.C.T.M.# DISTRICT 1000 SECTION 71 BLOCK 1 LOT 16.2 #R-25- 7 658 - LATERAL 3 INLET PORT OUTLET SOLVENT WELDED 4" ACLEAN I/A OWTS DWELLING ADAPTER ALL PORTS LONG STUB OF 4"SCHEDULELE 40 Formworks Architecture, PLLC PIPE CONNECTED TO FUJI FFL 21. ARE 4"OPENINGS 4"SDR 35 (TYP} CLEAN CEN UNIT{TYP) ITCH 1/8"/FT )` T MRTI%i � F 1 EAL'I" +, E 36 South Street GRADE 18"5 GRADE(18.0) GRADE 5% MAX EL(18.0) Greenport, NY 11944 kN C/O TO GRADE 646.245.3603 Nv15"la BOX INV15.52 EL15.73 PERMIT FOR APPRO AL OF CONSTRUCTION FORA 99 UniversityPlace NV17.05 I NV15.92 INV15,62 INV15.3 (1) EACH Suite 205 4"SDR 35 4"SDR 35 10'fnx10'DEEP l� SINGLEFAMILY RESIDENCE ONLY New York, NY 10003 PITCH 1/4"/FT X PITCH 1/8"/FT LEACHING 212,796.2685 i POOL p ®®o o a o®�0 000 4/ 012E25ATREF., N ' R-25-1 $ EL 11.52 EL5.73 FI7JI CEN5 3MIN ; HIGHEST EXPECT. GROUND WATER EL 2.0 APPROVED-_._,.� a 4 p_� HALLOWELL POLYLOK SAFETY SCREEN a !c o DOMED SHAPE FORMATERIAL RESIDENCE MAXIMUM LOAD STRENGTH INSTALL IN EXPIRES THREE EARS FROM T);`N.TE OFAPPROVAL® HANDLE FOR EASY REMOVAL PORT UNDER HD COVER 1745 North Parish Drive Southold, NY 11971 OF SAFETY SCREEN ~~ - - - GRADE 12' , t•S ,: ' GROUND #020.65" SIZED TO FIT INSIDE SANITARY NOTES 1.66' FIRST RISER1,T.HE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM°HE SUFFOLK COUNTY DEPARTMENT OF HEALTH, l.ss'AIR HOSE AND 1 INLET, 2,AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAIWENENANCE PROVIDER AND THE ELECTRICAL SUPPLY 7 OUTLETS SHALL BE PROVIDED TO THE SCDHS TP TREATMENT UNIT 3,PROVIDE A 2VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECTTO THE SANITARY VENTING WITHIN THE HOUSE THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD BOXACCEPTS: 4.AN EFFLUFM FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE NTS LIGHT COVER#3009C TOP VIEW HEAVY COVER#3017 C20 SANITARY DESIGN BY. GRATE #3017-J320 PROPOSED SEPTIC SYSTEM UP TO 4 BEDROOMS 6"TALL RISER#3009 (1)FUJICLEAN CEN5 500 GPD(OATS) 12'TALL RISER#3009-R12 (1)LEACHING POOLS 10'00'DEEP RICHARD M. MATO A.I.A. 2 ' " I1 EXPANSION LEACHING POOLS PO BOX 2284 TO CGRADAOVER N FINISHED GRADE l) MIN.4'DIA, NDCAP TYPE _. _..._..._.�._ _ __._�.__-.._ AQUEBOGUE NY 11931 SDR 35 PVC PIPE OR EQUIV. a- LEVELING DEVICE 9 Professional's n PHONE: (631)523-5879 PITCHED IS PER FT, MIN. MIM-�I '- 4 Design Professional's Certification Required,. `� EMAIL: RMATOARCHITECT@GMAIL.COM INS C �d; Submit P.E. or R.A. Certification For ® ® RM � - 2"INCREMENT, •_*'4: g'i BOX SEAL, ® ® " POLYLOK SEAL TYP. • n° ��r The installation and Construction of the Sewage Disposal System ® ® ® '" "'i�:' #3001 TYR40PLCSTYP. g I� Y �qEO Alit° ® ® ® ® MIN.12"'COMPACTED SAND OR, M5 ® � 2n ® ® PEA GRAVEL LEVELING PAD Use Form WWM-073 - ® ® ® ® ® ® POLYLOK 20"D BOX ` MATERIAL- "D-B FRONTISIDE VIEW -4RPE OUNONATER DISTRIBUTION BOX Polylok DETAILS Abandonment of the existing sanitary system must be in rt l conformance with the Department's requirements. °' M , r ;i Submit completed form WWM-080 as proof LEACHING POOL t � 041 ObN NTS WATER LINE CROSSINGOP DWELLING ELECTRICAL PANEL TYPICAL SILT GLITTER/DRAIN PIPE RICHARD M. MATO A.I.A. NYS LISCO047867 SCREEN SECTION - - NNIN W.OT UE FABRIC 18"MIN BREAKER SL+PPOW POSTS. "OD DR METAL WATER LINE FLOW DIRECTION gq�ILLED t N1 TED AND SAY 4,gs �,�p�Y NOV 1 8 2025 aRCulr ,p �r R F,WING GROUND L F C JOAL Rotor Jf4,S,a� AS Ett GONE / DEDICATED - �' ;• Southold Town ECTRICAL SERVICE TO HYDROACTON CONTROL PANEL _ � •' Board of Trustees d" rMINIMUM DRAINAGE CALCULATIONS; I 10411 wA1'ER AI 7WELLING WICOVERED P01ZCI44,322 SQ,FT. S 81°5914rE,. +� T16 LINE AL 6ifN' 2,32P x 0.t66- .4<38150 REQUIRED -„ .._..__�.(,-..1,• - .• E� 2Z �c (2)FDA x 5'DEEP DRYWELL*Qcf PROVIDED ' CONTROL E _ "sue PANEL .- --- SZEyG( B REVISED PLANS APPROVED - 11 /6/2025 L2.2 ""' tEtt3)T 6 WOOD z BULKHEAD MIT EXPIRE 12 PERS 10/10/2028 _�-_.- zoNex k-' 10 zoNEx ISSUE DATE: 10 'RANK 14 2 10.15.25 ISSUE FOR TRUSTEES 12 t STK, NO: DATE: DESCRIPTION: I , 14 EDGt )�j 1 09.06.25 ISSUE FOR DOB FILING 16 o A:, � Installation Guidance FuliClean Schedule 40 PVC 4aoegree InutAtteptet 17 SDK 4 Ito a�amndmd ALL MAT$RIALS SCHEDULE 40 PVC(TYP) I"SCHEDULE 40 END CAP CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE `'. �12,r 17,T j r) 16 3 11.05.25 RE-ISSUE FOR TRUSTEES t,the Ful)IClean 90-Degree InbtA�pSer has(4)glmllrga(3)inlets arm(1)outld.All of aA11 ADAPTER 8 PLUG(TYP), yy schedule 40 flttsgs. CLEANOE)T TO GRADE ADAPTER FROM ABOVE(TYP) ;�- '� TRELLIS N ! m 9 15 2.The tap of the Inlet adapter has a I"opening that con be feted with a tr BOR rbs r pipe and cap as a dean out. T LAND N/F OF db �3 i - �D 11,0' 14 DWELLINGS 9.Any unused entry ports on the FuJhClean Inlet adapter eheli to capped wdh a 4'adreWM 40 add 6 pkg,era SdraWals 40 allp "^' 1 o W/PURL#C WATER cep that Is solvent welded to a short stub of pipe hearted and sciverd welded Into the adopter pat. .9 CHRISTINA SPORNBERGER !� ''"'�"%;'" 4,the Sa0ere1 entry edaPter shall be mmmd to the Fupdean unit usurp a 4'"stub m 4'sdetlW a 40 pipe out is sohent welded ' ^' 2 .:i�:r:::r: ; ) !\' 150' Into the stlaptet outlet end and FuJiClean Irdet so that Bu ad fits flooh on the Fug un& S'SDR 38 PVC RI8FJ2 PROPOSED s '' fi 8 The installer shall ensure that the colt beneath the adapter Is bavkfilbd and aulfiolerltiy to support the bottom PIPING EXTENDED TOPviEwmrH2N0 FLR DORMERS LAND NIF OF UP t0 GRADE DIMENSIONa{TYP) ~ f SUSa4N SWING 3S be adapter and Prevent any settling or strain fltti onteadapterorFupCtaenunit. TOP VIEW(TYP) ADD►TONS Br1 DWELLING#1 ^± ' I.MOM nga,PIP%and caps are NOTto be used fix iMtellsthn of t e adapter, LENOTHVARE9(YYP) s4 7,Must Install a deanout to grade in accordance with the'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"am the STANDARDS FOR APPROVAL Y LEC,SERVICE TO CONTROL.PANEL o'•• ONTROL PANEL AND AIR PUMP OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR SINGLE-FAMILY RESIDENCES." r ::• .'••::24,J F S.The 1dbMtrp are irtetnlodare on how to make a schism weld for attachin DWELLINGS DONS. 7E ( REVISION HISTORY: g Piping fa he FarJlGmn tetereiemry ell , W/PUBLIC WATER ST $ t t* J ELECTRIC ANLT AIR SUPPI,T'HOSE TO UY4T$ 1.Square pE�soda,chnnder and PemoVe all din. gc �� 2"SCH40 P1,rti Ve4T PIPS'. ❑ 150' ' ' LATE WALK 2.Check dry fit of P1Pa and filling.Pipe should welly y 1f9 of Rae May Imo tiTa t'ISIg.H pipe todoms,it should be snug, 12,4 P N fa 3.Use a suflede applicator at least h the size of the pipe thereto"'.For larger size POs systems,Lies a nedual ' SHOWN OF FEMA , ;;..; ZONE AS ARY bristle brush orrdler. SIDE VIEW(TYP) BRSAIRE B�WND 4.Clem pipe and fitting M3h a Netetl primer.Po not use prlmar an ABS Pipe and M�tr�.Use Clesr Clessu ronlyi) INLET ADAPTER ee GARAGE 8.APphy liberal Doer of mment 4o pipe to the depth of the ecakat issue ro uncoated gtsfece. - GF I� •-"•►•.•'••. •• "., E?;la i sN a SANITARY' 8E ASANl7p,,t ' S.Apply a thin coat of cement to fha inside of the flfting;avoid paddling df aanerd, EXTRA INLET NTS 810_VIEW WTTH 1kw:T+" , Puddling an cause weakeningend premature taltae of pie orfi' L is OaAEN3pOt�;TYPt •,I, •" '., 3 ANC'BAOKFILLEO vVITH CLEAN�pAR.,_ad;NC P flog,APPLY a aeooro poet oP aerter,4 to the pipe, 4'SCHEDULE a0 tfi '• '". 71 Aawmtr;a parts QUICKLY Cement muel be fluid.Rcamem audaoe hau Wiwi,reecet bmh parte. CAPPED VIA ,..er ! yn ,' pi htL' �tt r1T t O S.Push pipe FULLY Into f f�ing usFgt a 14 turning notion uttll pipe bottoms. ADAPTER(TPLUG ,TM ,°::• 1 �` OR CAP(TYP) �•r, 0.Hold pipe and 0f ing together far 3o seoonde to prevent pipe pusl-0w-longer at later temperatures,mpg off excess. 4' 8 ::;�.'�.. .. •,,BLyJir�jTO � � 0 NOTE:NOON ITE DRYLINES T +, ' f pip NO ON$rTE GAS LINES degiaee 2 . 10.Allow 13 minutes for good handling strength and 21oure Suva tlms�temperatures above to to Fahrenhelpressurebefore pressure testing up to 100 psi.Longer oYe times may be requlred at temperatures below SO degrees EXP' _1' Fahrenhelt or with pipe awn 3IncMe.DO NOT TEST WITH AIR. NOTE:The set UP/aare Urns 4 dependent on ssysral tedare.The pipe size,add*fit,amblent temperature, C JD INLET VIEW(TYP) relative humiditn sdnm dement used and the system operatrg Pressure should as be considered when determining Set uP rune times, Q^r1 :' 00 DRAWING STATUS: &FujiClean UOA MIN. W, _ -,;. �,� 1,� U.�, Toward Clean Wow.. - DOB ID NUMBER ,CUM BAFFL B _z-HARES r _W. 77 24'S "r r PIPE '1r� ++Irr.+ OUTLET SOLVENT WELDED T04* t ELEV. 1$,6 � el U.P '\.�` '�• D 571 LONG STUB OF a"SCHEDULE 40 ; PIPE CONNECTED TO FUJI OL BRA aIs ;`�, j CLEAN CEN UNIT(TYP) SANDY LOAM D 8, ®D w w col° °° 4' LATERAL 3 INLET ADAPTER DA11 Y,E ALL PORTS ARE 4'OPENINGS PALE I BROWN • �A Sw MSSAIND DWELLINGS \` --- HIGHEST EXP.WATER EL 2.0 WIPUBLIC WATER ADD WATER LINE CROSSING 11-05-25 PALE 150 6 REVISE SANITARY LOC. 11-04-25 ,,rrrr11�� sw BROWN INLET BAFFL °re' / MEDIUM ' (D SAND 17.0' V/ �' 71-18-24 FEMA MAP#36103C0166H LOW BAFFLE AIR INTAKE K,WOYCHUK LS I EFFECTIVE 09/25/2009 4' RECIRCULATION PI (CLEANING OPENING) B LOT COVERAGE � THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FLOW OPENING(TYP, TITLE: OUTLET SOLVENT WELDED TO 4' PLAN VIEW UPLAND AREA: 17,902 SQ.FT. or 0.41 ACRES I~~ LOCA77ONS SHOWN ARE FROM FIELD OBSERVARONS LOPNG STUB OF 4"IPE CONNECTED TO FUJI DWELLING WIREAR DECK: 2878 S,F, or 16.1% AND DR DATA OBTAINED FROM OTHERS. S U R VE Y CLEAN CEN UNIT(TYP) 20'ACCESS COVER 20"ACCESS COVE 24'ACCESSCOVE ISINFECTION NAVD88 (TYP) (Typ) (qyp) CYLINDER(OPTIONAL) AREA: 18,583.86 SQ.FT. or 0.43 ACRES ELEVA77ON DATUM; COVER PLUG xm UNAUTHORIZED AL7FRA 77ON OR ADD177ON 70 THIS SURVEY/S A V/OLA 7701V OF SEC7101V 7209 OF THE NEW YORK STA 7E EDUCA 77ON LAW. COPIES OF 7HIS SURVEY L� (rtitEADED)p snows _ e" MAP NOT BEARING THE LAND SURWEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED W BE A VALID TRUE COPY. GUARANTEES INDICA70 HEREON SHALL RUN ONLY TO 7HE PERSON FOR III IOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UI701V LISTER HEREON, AND TO THE ASSIGNEES OF 7HE LENDING /NS777U770N, GUARANTEES ARE NOT TRANSFERABLE. CONCRETE BABE t" DATE: 11/05/25 LATERAL 3 INLET ADAPTER CLEANCUT BOX 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE SMUC77JRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE S TURE: ALL PORTS ARE 4'OPENINGS CLEANOUT NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE ER£C7100V OF FENCES, ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS M ADAPTER ADAPTER AND/OR SUBSURFACE S7RUC7UR£S RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWIDENT ON 7HE PREMISES AT TIME 77ME OF SURVEY � D A PROJECT NO: ifl •....• � C� 30 DEGREE FITTING SURVEY OF: DESCRIBED PROPERTY TODD HALLOWELL; LISA HALLOWELL „ P"C!'� $. .�� DRAWING BY: YDS, CD CERTIFIED T0: q�. Cfl ® all MAP OF: '�� g► 1 EEKED BY: JB a' FILED: ., DRAWING NO: r FLOW 1 (� SITUATED AT: BAYVIEW 1 SEWER LINE ' ♦� 1 CLEANOUT DETAIL TowN OF. SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC 9 � G Q02.00 NTs SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 CAD FILE NO: PAGE: SECTION A-A VIEW FILE 224-?04 ,SALE: 1"'=30" DATE:AUG. 22, 2024 PHONE (830298-1a88 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 2 OF 13 I WIND FRAMING NOTES NAILING SCHEDULE V ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: CjENE �F6,.AL 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE FgMM7�0 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES Formworks Architecture, PLLC When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH 36 South Street CONSTRUCTION NOTES. TOE-NAIL INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) Greenport, NY 11944 TOP PLATE 10 WALL: 4-8d COMMON RAFTER NOTE: 2 FOR PANEL FIELD 646.245.3603 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 99 University Place intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL Suite 205 for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE New York, 10003 212.796.2685 construction details and procedures:to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP 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, meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE the 4 foot perimeter edge zone attachments required shall be used. These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL studs shall be attached to a common member in the floor assembly P with uplift connectors in BLOCKING EACH TOE 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. HALLOWELL should be adhered to even if invariance with the plan. accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. RESIDENCE RIM BOARD EACH END 1745 North Parish Drive 3). Dimensions shall take precedent over scaled drawings. 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Southold,North Parish 11971Drive (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift g P g 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL WALL SHEATHING REQUIREMENTS FOR WIND LOADS: construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES QTY. SPACING NAIL SPACING NAIL SPACING AT INTERMEDIATE precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt OP PLATE TO PER FACE NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, T TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE NOTE: 2 FOR PANEL FIELD INTERSECTIONS EA. SIDE NAIL INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER R 16d COMMON 16" O.C. FACE NOTES such as bookcases, shelvin ant closets, trims, etc. edges and 10 o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES. g' pantry, in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END 8). Wind load requirements shall be taken into account during construction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall BOTTOM PLATE TO: be used. ,FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST BAND JOIST, 2 - 16d COMMON PER FACE NAIL length adjustment factors in table 3.16. END JOIST BLOCKING FOOT SEE NOTE: 1,2 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 1). The General Contractor and Mason to review plans, elevations, details and notes to G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on undisturbed (virgin) soil. NAIL interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL SPACING NOTES 4). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: 4 - 8d COMMON PER TOE 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 6). INSTALL 1 - Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. P 7) FIREBLOCKING REQUIRED 3.5. BLOCKING EACH TOE Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) 2 - 8d COMMON 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL and to form an effective fire barrier between stories, and between a top story and the roof space. poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: Fireblocking shall be provided in wood-frame construction in the following locations. o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON P anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL i s P�OV 18 2 25 6 maximum lifts (layers). P P g 1). In concealed spaces of stud walls and partitions, includingfurred spaces, at the ceiling and floor I along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE levels. Concealed horizontal furred spaces shall also be feblocked at intervals not exceeding 10 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 8x16 cast iron foundation vent for every 150 sq. ft. of area. usingparallel rows of studs or staggered studs. kk/ P gg JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 7). Dampproof exterior of foundation with bituminous coating as required by current drop ceilings and cove ceilings. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvanized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 3). In concealed spaces between stair stringers the top and bottom of the run. Enclosed spaces under stairs shall comply with current N.Y.S. Residential Code. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO:SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE PER TOE NAIL 1 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of : Girders on concrete piers shall be anchored with proper steel connectors anchored flame and products of combustion. ISSUE DATE: FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. NO: DATE: DESCRIPTION: 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"AT' thick concrete footing. JOINT DESCRIPTION NAIL NAIL 1 09.06.25 ISSUE FOR DOB FILING Edition Wood FramingConstruction Manual. ) PP g g g QTY. SPACING 2 10.15.25 ISSUE FOR TRUSTEES Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3 11.05.25 RE-ISSUE FOR TRUSTEES below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM WALLBOARD 5d COOLERS 7" O.C. EDGE 10" O.C . FIELD REVISION HISTORY: Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NO: DATE: DESCRIPTION: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'l and 60 and' 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3"O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 6"O.C. FIELD Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS T„ O.C. EDGE on plans. WALLBOARD 10 O.0 . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: DRAWING STATUS: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Vera with the JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING DOB ID NUMBER: where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12"O.C. FIELD under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: requirements. NOTE: 10). Provide insulation baffles at cave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 11). Unless otherwise noted all roofs and walls to have a minimum 1/2" thick 4-ply Fir equipment supplier. P Y 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall shheathing SOIL COMPACTION: Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 12). Unless otherwise noted use 3/'4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. P shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES TITLE: members shall be doubled, or alternate connectors, over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain Road path. 2) DE STM COMPACTION NS ITY(PER ASfM D 698 AND ALL BE AT D 1557�COMPACOT THE SOILFRAMING NOTES AND 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12'LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL NAILING SCHEDULE g TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or SEAL &S1.GNATURE: DATE: 11/05/25 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 �Cq A PROJECT NO: PP q PP g and R315 of IRC. '�� '0"��°4"' torch down type material over. V ." ,: '` DRAWINVY: YDS, CD V ECKED BY: JB 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to DRAWING NO: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. G-003.00 CAD FILE NO: PAGE: 3 OF 13 I I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 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. Formworks Architecture, PLLC 36 South Street Greenport, NY 11944 646.245.3603 KING STUDS 99 University Place Suite 205 New York, NY 10003 • • ENDWALL RAFTER WALL STUD 212.796.2685 • CRIPPLE STUD ; o ;. BOTTOM PLATE IN RIDGE ' • HEADER • • LEDGER BATHTUB • • . ' DOUBLE JOIST SIDEWALL HALLOWELL JACK STUDSI IN I RAFTER RESIDENCE LOU .JSP NJM':<Li ), `,_,X-� 01N, AH LI'AIIUI�. 45 North Parish Drive J J UC)�N^ 10 1 S JE OF AlI.__ C O,<NL.K:� Southold, NY 11971 ) S T. A =iUNDAI0" W ANCHOR BOLTS li BATH SPA ") , N t-�S r Ir. / SUPPORT C,�r,N�� c, SI��._. cJ� . _L �O�Iti� .� ,,.� ,r , , . : , , AVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED _OC,A II0N JSI !v,�,MHER Jt�l .i( I:U,� AE f IC Ai •)!� _I)' AII_)'N; X`!, NIJV -_ iJtS It hON APPL..IGA.ii..). L!� ; J" Bl R ESC t IIOtI r �.�-. -- �'A: �!I_�.� ._ � IF' �i0"�� Af=PLICA SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR vv BOTH BO!. P;..ATE or.- 2ND Ei_.Ov AND :0!A JOIST T DIRECTION WITH 2 JOISTS. UNDER WALL c 4 1 ;. C 1 — 7., c u I( / I i H�' I x, '� a. .,I RAC A. L _ tA�n J ..,K .:(-� DUB L.,� <. �+ L L �,. ., � � f_ iCt- _ F_ i ,' !r �r 2':�.D. A,.;.. ,, ., a �TF�, r _.� U, �, `.^ r�T -: ; .,, :�:_� .Jf�ENIN�� S � � � � %x6 2x� L...a._.,� . .,a. _a...)�;._ I..��E.RAf~� l_.Y �.J L.AC,:i Rh' i::..� % L..f::.)C�'r_.1, A:vC 1CR L Or 1 _00:.. CO TH ,ODU ,_, _ r,, , , _ , ; , f, _ '�I`,, .,,..+,,, _ r,l- „r , ; - ._ _ FOR JOIST NOT DIRECTLY UNDER P�IRALLEL WALLS PROVIDE F n T ., A;...... OFt:.. ,INC7..> 1 J O:x R I ; 1 ,.).OWN AN":I.�.. 'APIP Y U C�1( I CK!: F .._r_. ..i UC _ � H �O R_, TO EA,r. 0 . ER W/ .H ,._ADED ROD. i,) �2I .;; S1 Ha '.,-R''\ :-LY c EACH RA- _ BLOCKING 024 OC i ,lsr n., l:r. C / L 'E: WALL STUD � THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD HIMNEY AS REQUIRED RAFTER C'AFTI:..RS SILL PLATE(S) WALL SHEATHING MAINTAIN WOOD JOIST SIDEWALL FLASHING • BLOCKING BLOCKING FOUNDATION � � TOP PLATE 2x4 LEDGER ' - - - - - FINISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS 6WOC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA ,, BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA 10� l(_r D F r J_.F N!'�,,1�cK L-_ C R u ::C!d APF _iCA I I(,N ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER A;ALL 4 ti) U.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER r SHALL BE COVERED WITH CORROSION- ONT1N. SCREENED VENT - T D <jiRESISTANT METAL MESH WITH MESH ONT1N. SOFFIT / EXT. PLYWOOD 4' - b" A24 1 4"x24 2� a. STRAC A'JD �ACr<FS 1G; PROVIDE HEMMED EDGE AT OPENINGS OF 1 4 INCH IN DIMENSION. �^ N AL c,r p� /� FLASHING TO FORM CHANNEL - ^ p \r�+ AL1_ 4 �� O.0 L.(J C,A 10`J , 4�v'�✓?ii L_K �)'.`...aC'i i0N Al,l"'L_I�.,A "N � r � AND SO AS TO MAINTAIN AIR OCr TED ABC 8" - 14" LSTA30 '-': 4"x'D" 18aa. STRAP .AND JAC STUDS GAP TO PREVENT CAPILLARY (_iNNEC 10 N . FN1N�q / AC110 4 - 6 RAF ER RT'0 '0--3/4" x 18ac. TY)04A'Pl A^!C_, SPICED A::..;.. oar: AcH, L?AE...1Fj - PROVIDE BLOCKING BETWEEN JOISTS THAT ARE AND vS I�, C �)�I RC OF M',NT kTiON / OVER BEARING WALLS AND HEADERS . A`z �,, _,} .,, io II) G r RAFTER ZT20 �. �> x 20aa. 'YDOUJrJ AL HC� �0�F-,TED EAVE DETAI_ 16' i_S , ,6 1-1/4 x, 0 Bea. S'RAr , N. �, S JD.- A. I �:A,F"ER DN Ai oPE^ iNGS // KEEP ROOFING NAILS OUT 2ND. FLOOR WALL / u OF FLASHING ROOFING LAPS BASE i , FLASHING 4 INCHES j; RAFTER \ I BASE FLASHING WRAPS CORNERS, / \ RIDGE CAP OF SAME .;p a n, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING I �{ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST _ Boy rd of TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL SNAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST ISSUE DATE: AND ALL WINDOW/DOOR OPENING JACK STUDS I,IETAL FLASI-LING A�T ALL EAVES, SIDEWAL.'LS, WALL STUD NO: DATE: DESCRIPTION: AND RAKES -- r%ROVIDIF::. HF:�/MLD F.D`)E:S SO ,..1 1 09.06.25 ISSUE FOR DOB FILING P NU�`�IH,...'? Ul.Cll,R !�� lid)',;, t,i..),11 iCA i'ON S , I r (� it r RAFTERS H.. T�) f-0R'l� DRAirvA;,E ;,I-1ANPv,.......> ANi.) 2 10.15.25 ISSUE FOR TRUSTEES !NS IAL'_ 4 U O.0 PREVENT CAPILLARY ACTION 3 11.05.25 RE-ISSUE FOR TRUSTEES LSTA36 1_ lz" -7. " r� �': r.! r ncK sruD i_tr�.Alic.�N JS vJ':'BE o:.`:>`; t�` A-� ; Ail(-;I PRE—MANUFACTURED / " 1� x,G 18,-1a. PAP 1 N 4 � OP NINC > KEEP SHEATHING MIN. 1-1/2 ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH M1 T T, �� ,'C)(vvi.:; LAC;i RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. r !r R jPlf{ ! 5 T'>DOk41 A,.`<L;I iC TE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. /2" HIGHER THAN LVL HEADERS / N�,.I O.0 T RA. To PLATE GE" ` , r,._H /�°yr.:_'... :;P -I r .;>. > f;r.,!I Ji.? )r;N:-_(1, CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8' - 1c' MS�A�B 1-1 4"x�-r° 16c;a. � RAP A' ) JACK STUDS �N ALL C `NI>.,jS r; OF ROOF LATES TO EACH STUD DBL SILL PLATE REVISION HISTORY: TERMITE SHIELD W SILL GASKET WOOD JOISTS NO: DATE: DESCRIPTION: r CONC. SLAB NEOPRENE 2x6 ``,ITINU I S ELATE TYP. CONC. FOUNDA11ON n GASKET /2x8 CO Cl.l WOOD DAMPPROOF EXTERIOR GRANULAR FILL • • - V, BOLTED TO ST[ EL BEAM WIT-I :A 6MIL POLY ON EXTERIOR ' ' ' ' �,o '7 ( 1 `2 " D' . BOLTS @ 48" o.c. STAG. ,& V ^ STEEL COLUMN ' s ' ' 4 ' 4 �' ' s ROOF JACK CONC. SLAB STEEL BEAM ^ ' `r ANCHOR BOLT EMBEDMENT: // I I • COMPACT FILL so POURED CONCRETE: 7" x '/4" x 8" STEE1. p V i I i o r BLOCK WALL ' 15 TOP AND BOTTOM PLATE ROOFING LAPS KEYWAY FOOTINGV • 4 ° ANCHOR BOLT CONNECTION SIDES AND TOP" " FLASHING AT UlITEi i;)" x G" ANCHOR' POL..1 �� C'o CONC. FTG. ,o USE WITH 3x3 SQUARE WAS ERS 1/L>> GROU T °• • v (USP LBPIS58 OR BP583� DRAWING STATUS: p REINFORCING BAR 3" STEE;_. CO',...uV°v DRAIN TILE ANCHOR BOLT CONNECTION OUNDATTON /8 DIA. ANCHOR BOLT 1 0 KIPS SILL PLATE TO FOUNDA110N UPPORIING MAXIMUMIMUM SPACING FLASHING LAPS � � � ROOFING AT BOTTOM DOB ID NUMBER: CRAWL. SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYFICA.L BEA.'�4 DETAIL TYPICAL CON FOUNDATION. APPLY PILASTERS MIN. 3' STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BO i TOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC R00. JACKS & VENTS CETAI_ rSUBFLOOR CONC. SLAB COMPACT FILL BABA OOR FRAME �— 6X6 10 10 WWM GE JOIST FOR BLO(�COUT STEEL BEAM W/46X6 V SLAB SLOPE L TITLE: P.T. PLATE 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT CONSTRUCTION AND % ' 1 2" AIR ACE < ° I , WITH A NAILING VLAIE IF NEEDED) I T ES OF WOOD o •"� 1 ► , T BE APROX. 1 2 OR HIGHER THAN S TR A P P P I N G DETAILS A END AND e� s • .� •' ' • 4— --�' �� BEAMS °' ' ° ► '• (PROVIDE STRAPPING 0 KEEP JOISTS ALIGNED GRADE ,Q 4 , �Q, v , 4 . 4 . 4 d ' s • ° 4 p• ° • • . " 6X6 W.W.M. .V— d r, —� MIN. °d e e �n 4Q,4 4Q% 4 Air •e • �\NOTCH BEAM FOR MUDSILL IF REQ�UIIRED -- MAXIMUM s s'„ s r SUBFLOOR A 4 EINFORCING BAR s NOTCH EQUALS 1/4 DEPTH OF BEAM s o �' s;o ' s °e — I S " :5,�G NAT.IlRE: DATE: 11/05/25 . p EINFORCING BAR v . a•, o - JOIST PROJECT NO: DRAIN TILE �a—►J • • 4 c , a �'�`' v' 12" '� Gh � ' A V � tti }; DRAWING BY: YDS, CD SHEET METAL 30 FELT UNDER BEAM AT POINT �� STEEL BEAM OF CONTACT TH ONCRETE OR CONC. BLOCK �A Oct . ► 7" PLATE (BOLTED TO BEAM) ' ? } CHECKED BY: JB �. .., 1 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH 2 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM DRAWING NO: ( , REINFORCE FOOTING WITH E(2) J4 REINFORCING BARS. " ,l•=r'� ,'.� } �.. :I 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT E. A,, Do("!` , 007A G-004.00 Or N CAD FILE NO: PAGE: 4 OF 11 GENERAL DEMOLITION AND REMOVAL NOTES L19mmnm, 6 Formworks Architecture, PLLC 1-°f• zs• o• 1. ALL CONDITIONS ARE TO BE VERIFIED IN THE FIELD.THE CONTRACTOR SHAL NOTIFY THE ARCHITECT OF 36 South Street DISCREPANCIES FROM THE CONTRACT DOCUMENTS AND Greenport, NY 11944 --- ,- ®= AWAIT INSTRUCTION FROM THE ARCHITECTS. 646.245.3603 ill 7 6 9 6 2. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT 99 University Place ,o-s• s-�• s'—e• z,'—e• FOR EXISTING STRUCTURES AS REQUIRED BY Suite 205 -� a �� DEMOLITION WORK.CONTRACTOR SHALL BE New York, NY 10003 _6 mo-_ _ ____®_-_ RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THE 212.796,2685 EXISTING BUILDING.NO STRUCTURAL ELEMENT IS TO BE LL� ----------------------------- I I I I I I REMOVED UNLESS THE STRUCTURE IT SUPPORTS IS 11EXISTING BATHRM#11 11 FULLY SHORED AND BRACED.SUCH SHORING AND II JJ II jl •� 1 O ; I ilo FISTING 2 CAR GARAGE EXISTING DEN I1 EXISTING LAUNDRY 11 EXISTING KITCHEN BRACING IS TO REMAIN UNTIL NEW SUPPORTS ARE I 11 n COMPLETED.CONTRACTOR SHALL IMMEDIATELY L=====}J U h L, REPORT ANY STRUCTURAL DEFECTS OR DEVIATIONS FROM THE CONTRACT DOCUMENTS TO THE ARCHITECT. HA L LOW E L L 3. THE CONTRACT SHALL INCLUDE THE DEMOLITION AND RESIDENCE LEGAL REMOVAL OF EXISTING WALLS,PARTITIONS, _____�L_I, 5-------, �__= AREAS OF FLOOR,FURNISHING,MECHANICAL SYSTEMS, 1745 North Parish DriveIL ; ; -------- r------- _____________________________ LIGHTING FIXTURES,AS NOTED AND AS SHOWN DOTTED Southold, NY 11971 -------------------------------- 1 I I I IN DASHED LINES ON THE DEMOLITION OF PLANS. 6 III II I 7 7 nl 1 1 4. REVIEW DEMOLITION WORK DURING WALK THROUGH za•—o• I I 1 WITH ARCHITECT AND OWNER PRIOR TO COMMENCING ;' I I I WORK, 7 9 iq EXISTING DINING ROOM I I EXISTING LIVING ROOM 1 1 I 5. DO NOT DAMAGE BUILDING ELEMENTS AND I j II 9 IMPROVEMENTS INDICATED TO REMAIN. � I I � II •I 11 j 1 6. CONTRACTOR MUST ABIDE AND FOLLOW ALL RULES I j AND REGULATIONS FROM ALL GOVERNING AGENCIES 6 ===Jj MAINTAINING JURISDICTION FOR THIS PROJECT 17 1 7 I INCLUDING NYC DOB,FIRE DEPARTMENT,OSHA ETC. I I I II EXISTING FOYER 4 \> 7. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATE 8 OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, I7F` R---1 t 2 F--- PAY ALL FEES,OBTAIN ALL PERMITS AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY AGENCY IN L _ji ORDER TO DO THE WORK HEREIN DESCRIBED. •I " III-f'I/ �I I I 8. CONTRACTOR TO PROVIDE AND COORDINATE ALL r DEMOLITION AS REQUIRED FOR ALL TRADES. I I 9. CONTRACTOR TO LOCATE,IDENTIFY,DISCONNECT AND III EXISTING SATHRN#2 EXISTING DRESSING RM EXISTING MASTER BEDR11 'I SEAL OR CAP OFF ALL UTILITIES IN BUILDINGS TO BE •� I ❑ N III III DEMOLISHED. 10. CONTRACTOR SHALL HIRE NEW YORK STATE LICENSED I I I I 7 HAZARDOUS MATERIAL REMOVAL SUB-CONTRACTOR I EXISTI`!G WALK IN CLOSETI I FOR ALL HAZARDOUS MATERIAL REMOVALS.REMOVE 1 AND STORE REFRIGERANT ACCORDING TO REGULATIONS OF AUTHORITIES HAVING JURISDICTIONS. s-o•-11-7• 1- • 11. THE SITE MUST BE LEFT SECURED AND CLEAN ON A DAILY BASIS 6 9 6 12. PROTECT EXISTING STRUCTURE TO REMAIN FROM _ _... POTENTIAL DAMAGE 4! 13. PROVIDE OWNER WITH SCHEDULES REQUIRED TO I COMPLETE ALL DEMOLITION WORK NOTED. 14. REMOVAL OF HAZARDOUS MATERIALS IS TO BE ROOFDEMO PLAN FIRST FLOOR DEMO PLAN PERFORMED UNDER SEPARATE CONTRACT. s a •'?': oard 11 l 2 �-.� i l`'/!'j 1 /8"= 1 '-0" 1 /g"=1 '-O" 15. EXISTING STRUCTURAL WALLS,COLUMNS AND BEAMS �_ BOarCJ O`T'1ict�?�� TO REMAIN.REMOVE ANY ENCLOSURE OR CEILING AND --� m LEAVE EXPOSED. ISSUE DATE: NO: DATE: DESCRIPTION: — — — —— —` — — — _ __ __ 1 09.06.25 ISSUE FOR DOB FILING r ti -� — — 1 2 10.15.25 ISSUE FOR TRUSTEES 6 �s-�• j 3 11.05.25 RE-ISSUE FOR TRUSTEES II II. 1 I r-_ I II 1 KEYNOTES I, I I I 3 STORAGE wl I j �••.oE I 1. REMOVE EXISTING PLUMBING FIXTURES. I REVISION HISTORY: 01 1 I I t 2. REMOVE EXISTING CHIMNEY. NO: DATE: DESCRIPTION: f I I 3. REMOVE EXISTING STAIRS,LANDING AND RAILING. r--------� 4 EXISTING CONCRETE FLOOR TO REMAIN I I - 1 ilj . 5. SUBFLOORING TO REMAIN THROUGHOUT. ` LL - , I� ! I 1 1 - ------------- I 6. PARTIAL REMOVAL OF WALL FOR NEW WINDOW I 11 LjL ❑ INSTALLATION. 1 1 EXISTING BEDRM 42 I w•x w.oml rvr I 7, PARTIAL REMOVAL OF WALL FOR NEW DOOR INSTALLATION. II Ij nl � I 8. REMOVE SHEATHING FOR NEW SKYLIGHT. 1 1 n DRAWING STATUS. Ii I 11 9. REMOVE EXISTING WINDOWS AND DOORS -� 1=,-______= I I 10. REMOVE ROOF AND FRAMING FOR NEW DORMER DOB ID NUMBER: II11 HALL /EXISTING BATHRM#3 II 11 I m LI- -----J L- --F rr-r -r-r rr� ------- 1I I 1131 I 1 1 �� 9•N 1� EXISTING BEDRM#3 I I LEGEND b I it I I I 6 EXISTING INTERIOR TITLE: I1 I PARTITION TO BE REMOVED. DEMOLITION PLANS \ EXISTING INTERIOR DOOR TO 6 ' BE REMOVED. zo'—W E4.&`$IGNATURE: DATE: 11/05/25 EXISTING WALL TO REMAIN. PROJECT NO: 4 1INA N DRAWING BY: YDS, CD I,U �.,�"^ CHECKED BY: JB SECOND FLOOR DEMO PLAN BASEMENT DEMO PLAN =' DRAWING NO: 1 /8 1 ,_01) � � .. �. °�, �"'.�'' A-000.00 CAD FILE NO: PAGE: 5 OF 13 i Formworks Architecture, PLLC 36 South Street Greenport, NY 11944 646.245.3603 99 University Place Suite 205 New York, NY 10003 212.796.2685 HALLOWELL -� RESIDENCE 1745 North Parish Drive �— —� Southold, NY 11971 I GARAGE FOUNDATION Wt 18"X 8"CONCRETE FOOTING with(3)#5 BARS-6'oc(long direction) j with#5 BARS-48'oc(short direction) i 1, UNEXCAVATED GARAGE FINISH FLOOR: j I 4"REINFORCED CONCRETE SLAB W/6X6 W2.OXW2.0 EPDXY COATED PROVIDE CONCRETE HARDNE ON VAPOR BARRIER OVER O ORSLAB TED FILL j COMPACT SOIL TO 95%STANDARD PROCTOR IN 8'LAYERS WITH VIBRATORY COMPACTOR z x DOWEL-IN NEW FOUNDATION WALLS,FOOTINGS,& w NEW SLAB INTO EXIST.WALLS&SLAB(2'-0'OC)W/95 RE-BARS i" �? 1 MIN R15 DOW BOARD UNDER SLAB FOR RADIANT FLOOR COLUMN ABOVE NEW CONTINUOUS FOOTING NEW FOOTING NEW FOOTING I (3)2X10 LVL W/(2)2X10 (— , J EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS I 99i 1 E30ar1 rr F_I; EXISTING WOOD GIRDER OVER 3112"LALLY COLUMNS OVER 2'X 2'X 12'P.C.FOOTING,TYP. Li l ISSUE DATE: II �(2)2X10LVLW/(2)2X10 COLUMN ABOVE NO: DATE: DESCRIPTION: NEW FOOTING 1 09.06.25 ISSUE FOR DOB FILING 2 10.15.25 ISSUE FOR TRUSTEES 3 11.05.25 RE-ISSUE FOR TRUSTEES L D i STEEL COLUMN ON POURED CONCRETE(3,000 PSF)2'X 2'X 12' i EXISTING CHIMNEY PAD REVISION HISTORY: FOOTING ON UNDISTURBED SOIL(TYP) NEW FOOTING ® I, NO: DATE: DESCRIPTION: _.. . .._......................-_... ......_............_...-: ...................-......................................... i ...._ .. EXISTING FLOOR JOISTS I � li F I DRAWING STATUS: LI ;� EXISTING WOOD GIRDER OVER 31/2"LALLY COLUMNS OVER 2'xrx12"P.C.FOOTING,TYP. DOB ID NUMBER: I I ', I ! EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS TITLE: BASEMENT PLAN SEAL&SIGNATURE: DATE: 11/05/25 PROJECT NO: DRAWING BY: YDS, CD .;,,,.. CHECKED BY: JB BASEMENT FLOOR PLAN =- DRAWING NO. 1 4 1 ,_0„ Na A-100.00 CAD FILE NO: PAGE: 6 OF 13 I i Formworks Architecture, PLLC 36 South Street Greenport, NY 11944 646.245.3603 99 University Place Suite 205 New York, NY 10003 212.796.2685 2 A-201 8'-0" 16'-0" HALLOWELL O O RESIDENCE 1745 North Parish Drive Southold, NY 11971 H NDR IL PER O N fS R3 11,TYP. 14'-9Y4" 3'-6' 5'-10Y4" 18'-2" O SHOWER & DOG W �Na GO FO E O I POWDER I PANTRY / KITCHEN I I STORAGE 91/2"TJI230 SERIES JOISTS \ I M 16'O.C. W. FAMILY ROOM J MUDROOM I li 1 d o P =_________________,i 0 3 i-m El W 0 0 W - _ LL A-300 z z o Ll ILI rr =' I 9'-0„ O1 we x 10 O O I 1 STEELCOLUMNTO ST ELCO UMNTO 106 3'-6" BEAM BELOW FOUNDATION BELOW o I �0"o(`.;I ;:��.^ DINING ROOM EXISTING DECK f°'t�« , LIVING ROOM 1 X 4 1 A-200 I 3 A-201 OEXISTING FLOOR JOISTS I X EXISTING FLOOR JOISTS ISSUE DATE: NO: DATE: DESCRIPTION: 1 09.06.25 ISSUE FOR DOB FILING BO 2 10.15.25 ISSUE FOR TRUSTEES 31/2•x 31/2•x 114• 3 11.05.25 RE—ISSUE FOR TRUSTEES STEEL COLUMN TO BEAM BELOW 10 I ENTRY OI nano H[aatH I I 31/2'x3112"X1/4" MILLWORK REVISION HISTORY: STEEL COLUMN TO CABS/SHELVES COLUMN BELOW NO: DATE: DESCRIPTION: 101 1 HANDRAIL ER Y R 11 P. EXISTING FLOOR JOISTS \ CONSTRUCTION PLAN LEGEND A o 102 I ► 0 3 DRAWING STATUS: o O OI ► � O BATH 1 DEN DOB ID NUMBER: [� EXISTING CONSTRUCTION. ALL DIMENSIONS AND FLOOR TO FLOOR HEIGHTS O TO BE VERIFIED IN FIELD STORAGE \ as ® NEW CONSTRUCTION, REFER TO SHEET A-900 FOR WALL TYPES O O O O O O TITLE: 2 FIRST FLOOR PLAN A-200 SE IGNATURE: DATE: 11/05/25 - r- -\ PROJECT NO: DRAWING BY: YDS, CD '/ .j a•' CHECKED BY: JB FIRST FLOOR PLAN ,t' DRAWING NO: 1 /4" of ,a x A 101 .00 CAD FILE NO: PAGE: 7 OF 13 I i Formworks Architecture, PLLC 36 South Street Greenport, NY 11944 646.245.3603 99 University Place Suite 205 New York, NY 10003 212.796.2685 2 A-201 EXISTING DOWNSPOUT HALLOWELL RESIDENCE NEW DOWNSPOUT 1745 North Parish Drive EXISTING DOWNSPOUT Southold, NY 11971 EXISTING DOWNSPOUT W M CH a NEW DORMER NEW DOWNSPOUT EXISTEAVE Q EXTENSION w w IL O J SLOPE SLOPE MATCH 2x8 ® 12" O.C. EXISTING 1 A-300 2x8 @ 12" O.C. ?:: LL w O z 0 w IL O J 00 Z �_ LL U) O 57<w ¢ Souk Poor(' 1 1 A-200 A 201 ISSUE DATE: S NO: DATE: DESCRIPTION: 1 09.06.25 ISSUE FOR DOB FILING 2 10.15.25 ISSUE FOR TRUSTEES 3 11.05.25 RE—ISSUE FOR TRUSTEES REVISION HISTORY: EXISTING DOWNSPOUT NO: DATE: DESCRIPTION: O SLOPE NOTESDRAWING STATUS: SLOPE DOB ID NUMBER: SEE SHEET G-002 FOR DRYWELL SIZES, LOCATIONS & CONNECTIONS 2x8®O.C. EXISTING DOWNSPOUT NEW DOWNSPOUT EXISTING DOWNSPOUT EXISTING DOWNSPOUT TITLE: 2 ROOF PLAN A-200 SEAL& GNATURE: DATE: 11/05/25 �,-f,, A PROJECT NO: DRAWING BY: YDS, CD � �. _ � "� CHECKED BY: JB ROOF PLAN DRAWING NO: ;. .0,0? A-1 03.00 OF CAD FILE NO: PAGE: 9 OF 13 I WINDOW SCHEDULE (BY TYPE) FINISH Formworks Architecture, PLLC NO. QUANTMY MANUFATURER MODEL TYPE GLASS EXTERIOR INTERIOR RO WIDTH RO HEIGHT EGRESS LOCATION REMARKS ` . Envelope Assemblies NO. South Street Greenport, NY 11944 Prop. Req. A 5 LOEWEN DH3428 DOUBLE HUNG LOW E CLAD CLEAR 646.245.3603 b T°,1 3'-4 9 16 5'-5" MUDROOM, DINING ROOM & Assembly Grass Area or cavity Cont. U- U- Prop. Req. / Perimeter R Value R-Value Factor/ Factor/ UA UA BATH 1 F-Factor F-factor 99 University Place Ceiling at new dormer 180 49a 0,0 0-022 0026 4 s B 2 LOEWEN PS10520 SIDEIGHT LOW E CLAD CLEAR 1'-8 7/16" 6'-7 1/2' ENTRY Suite 205 Cathedral Cei€Frig New York, NY 10003 , +� [9 Ceiling at new dormer 448 49.0 0.0 0,022 0,026 10 12 C 2 LOEWEN AW11206 AWNING LOW E CLAD CLEAR 4'-0" 2'-3/8" BATH 1 & STORAGE 212.796.2685 Compliance Frei tific to extension:CathedralCeit,ng Floor:Ail-Woodjoisttt?uss 350 300 0.0 0.033 0047 12 16 D 3 LOEWEN DH3014 DOUBLE HUNG LOW E CLAD CLEAR S-9/16" 3'-1" DEN ,t 3 Wails at new dormer.Wood 140 21.0 0.0 0.057 0.0s0 s 8 E 2 LOEWEN CA10914 CASEMENT LOW E CLAD CLEAR S-3 16" 4'-7 7/8" STORAGE & KITCHEN Project 1►1fiD11"i"i pton Frame.16'o.c. Wall at dcrmer extensiom 115 21.0 0.o 0-057 0060 7 7 F 1 LOEWEN FR0606 PICTURE LOW E CLAD CLEAR 2'-3/8" 2'-3/8" PANTRY Project Title: Hallowell Renovation Wood Frame,16"mc. Energy Code: 20181FCC _ CA10509 CASEMENT LOW E CLAD CLEAR 2' 3/8" 3' 3/16" POWDER Location: Southotd,New York H 1 LOEWEN CASEMENT LOW E CLAD CLEAR 3'-3/16" 3'-3/16" MUDROOM, FAMILY ROOM & Construction Type Single Family Protect type. Addition .: «,. - / ,- r:�_; . ..- •.., .q . . ,.� .g,.�_. -,�,� ... BATH 2 H A L L O W E L L Project Sub type: None 2'-6 1/4" S-3/16" FAMILY ROOM RESIDENCE climate zone 4a(5572 HOD) The°a Setter or Worse Than Code index reflects how close to compliance the house is based an code trade-off rotes.It DOES I 1 LOEWEN PS17509 PICTURE & LOW E CLAD CLEAR NOT provide an estimate of energy use or cost relative to a minimum-code home- LOEWEN AW17504 AWNING ' " ' " All Electric: false 2—6 1/4 1—4 1/2 1745 North Parish Drive Is Renewable false " :.;,�. : , ., „-i,,,;.,_: a,".;.,.,„,;,,,..k,..•�;<;,:,:;. r�,,,,.,,',. „ .K,.,.:: , :, ,.. Southold, NY 11971 Has Battery false J 3 LOEWEN PS10675 PICTURE LOW E CLAD CLEAR 2'-3/8" 2'-6 1/4" BATH 2 & BATH 4 Has Charger: false Has Heat Pump true Compliance Statement K 1 LOEWEN PS11210 PICTURE LOW E CLAD CLEAR 4'-0" S-4 1/8" BEDROOM 2 The proposed building design descnbed here is Consistent with the buitdtng plans,specirftations,and other talcutations L 1 LOEWEN FCA1814 CASEMENT LOW E CLAD CLEAR 5'-11 7/8" 4'-7 7/8" BEDROOM 2 Construction Site: Owner/Agent: t}es£ nerlContractor: submitted with the permit application.The proposed building has been designed to meet the 20181ECC reoutrements in RESeheck-Web and to cornpiy with the mandatory requirements listed in the REScheck tnspeoion Checklist. M 1 LOEWEN FCA1809 CASEMENT LOW E CLAD CLEAR 5-11 7/8" S-3/16" OFFICE 1745 North Parish Drive Southold,NEW YORK 11971 N 1 LOEWEN CA17514 CASEMENT LOW E CLAD CLEAR 2'-6 1/4' 4'-7 7/8" 1 BEDROOM 1 Project Noted: Jonathan Baker,RA 8126/25 0 1 LOEWEN PS11814 PICTURE LOW E CLAD CLEAR 5-11 5/8" 4'-7 7/8" BEDROOM 1 Name-Title Signature Date P 1 LOEWEN CA17514 CASEMENT LOW E CLAD CLEAR 2'-6 1/4" 4'-7 7/8" BEDROOM 1 Q 1 LOEWEN CUSTOM PICTURE LOW E CLAD CLEAR 6'-9 1/2" 5'-5 1/2" BATH 3 R 2 LOEWEN CA10609 CASEMENT LOW E CLAD CLEAR 2'-3/8" S-3/16" BATH 3 & WIC S 1 LOEWEN FCA1812 CASEMENT LOW E CLAD CLEAR 5-11 5/8" 4'-0" BEDROOM 3 WINDOW NOTES: — ALL FIXED UNITS TO BE SASH SET, TYP. (U.O.N.) — QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING ORDER — CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING — WINDOW HARDWARE: TBD — SWING DOOR HARDWARE: TBD — EXTERIOR FINISH: CLAD, COLOR TBD (U.O.N.) — INTERIOR FINISH: TBD — ALUMINUM SCREENS W/INVISIBLE MESH AT ALL OPERABLE WINDOWS (U.O.N.) — REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS — ALL LOEWEN WINDOWS TO BE CONTEMPORARY FRAMED EXTERIOR DOOR SCHEDULE FINISH NO. QUANT111Y MANUFATURER MODEL TYPE GLASS EXTERIOR INTERIOR RO WIDTH RO HEIGHT THICKNESS LOCATION REMARKS Report Title:Hallowell Renovation Report Date:9/4125,10:54 PM 1 of 2 Report Tale:Hallowell Renovation Report Date:914/25, 10:54 PM 2 of x 1 1 LOEWEN TD10920 SWING LOW E CLAD CLEAR 3'-2 11/16" 7'-2 9/16" 2 1/4" MUDROOM SMART LOCK (DOUBLE BORE) 2 1 LOEWEN TD10920 SWING LOW E CLAD CLEAR S-2 11/16" 7'-2 9/16" 2 1/4" ENTRY SMART LOCK (DOUBLE BORE) 3 2 LOEWEN CUSTOM SLIDE LOW E CLAD CLEAR 9'-4 27/32" 7'-2 9/16" 2 1/4" DEN & KITCHEN 4 1 LOEWEN CUSTOM SLIDE LOW E CLAD CLEAR 17'-8 5/8" 7'-2 9/16" 2 1/4" LIVING ROOM I` 5 1 LOEWEN TD10920 SWING LOW E CLAD CLEAR 3'-2 11/16" 7'-2 9/16" 2 1/4" MUDROOM 2018 IECC COMPLIANCE " � = 6 1 TBD SWING LOW E CLAD CLEAR 6—2 11/16" T-2 9/16" 2 1/4 WORK ROOM ._� 7 1 LOEWEN TD10920 SWING LOW E CLAD CLEAR S-2 11/16" 7'-2 9/16" 2 1/4" WORK ROOM 8 1 TBD SLIDE LOW E CLAD CLEAR 1 12'-5 1/2" 8'-2 1/2" 1 2 1/4" 1 FAMILY ROOM Sou;! EXTERIOR DOOR NOTES: — QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING ORDER — CONTRACTOR TO VERIFY R.O. ON DOOR QUOTE PRIOR TO FRAMING — SLIDING DOOR HARDWARE: TOD — SWING DOOR HARDWARE: TBD — EXTERIOR FINISH: CLAD, COLOR TBD (U.O.N.) ISSUE DATE: — INTERIOR FINISH: TBD — ENTRY DOOR HARDWARE: TBD NO: DATE: DESCRIPTION: — SMART LOCK: TBD 1 09.06.25 ISSUE FOR DOB FILING — ALUMINUM SCREENS W/INVISIBLE MESH AT ALL SLIDING DOORS (U.O.N.) 2 10.15.25 ISSUE FOR TRUSTEES — REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS 3 11.05.25 RE—ISSUE FOR TRUSTEES NOTE: NOTE: ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE RESIDENTIAL CODE OF SLEEVES / COVERS THE STATE OF NEW YORK ALONG WITH THE PLUMBING CODE OF NEW YORK INTERIOR DOOR SCHEDULE STATE AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION OF ROUGH OPENING UNIT SIZE SANITARY DRAINAGE SYSTEMS. NO. QUANTITIY MANUFATURER TYPE FINISH LOCKET THICKNESS LOCATION REMARKS RO WIDTH RO HEIGHT WIDTH HEIGHT 4" VENT THROUGH ROOF J L JIL 101 1 1 TRUSTILE OR APPROVED EQUAL POCKET SOLID PANEL, PRIMED PASSAGE N-0" 6'-10 1/2" 2'-10- 6'-8" 1 3/4" DEN ROOF 102 1 TRUS11LE OR APPROVED EQUAL SWING SOLID PANEL, PRIMED PRIVACY 2'-10" 6'-10 1/2' 2'-8" 6'-8" 1 3/4" ALCOVE REVISION HISTORY: 103 1 TRUS11LE OR APPROVED EQUAL POCKET SOLID PANEL, PRIMED PRIVACY 2'-10" 6'-10 1/2- 2'-8" 6'-8" 1 3/4" BATH 1 NO: DATE: DESCRIPTION: 4" 4" 104 1 TRUSTILE OR APPROVED EQUAL SWING SOLID PANEL, PRIMED PASSAGE 3'-0" 6'-10 1/2" 2'-10" 6'-8" 1 3/4" DEN 2" 2" 105 1 TRUSTILE OR APPROVED EQUAL SWING SOLID PANEL, PRIMED PRIVACY 2'-10" 6'-10 1/2" 2'-8" 6'-8" 1 3/4" POWDER 106 1 TRUSTILE OR APPROVED EQUAL SWING SOLID PANEL, PRIMED PASSAGE 2'-10" 6'-10 1/2" 2'-8" 6'-8" 1 3/4" WORK ROOM 201 1 TRUS11LE OR APPROVED EQUAL SWING SOLID PANEL, PRIMED PRIVACY 2'-8" 6'-10 1/2" 2'-6" 6'-8" 1 3/4" BEDROOM 2 1 2" 11 1/2" 1 1 1/2" 11 1/2" 1 1 1/2" 1 2" 1 2" 1 2" 1 1 1/2" 1 1 1/2" 12" 202 1 TRUSTILE OR APPROVED EQUAL SWING SOLID PANEL, PRIMED PASSAGE 5'-2" 6'-10 1/2" 5'-0" 6'-8" 1 3/4" CLOSET 203 1 TRUSTILE OR APPROVED EQUAL POCKET SOLID PANEL, PRIMED PRIVACY 2'-8" 6'-10 1/2" 2'-6" 6'-8" 1 3/4" BATH 2 LAv wt I we LAv LAv I I we LAv 204 1 TRUSTILE OR APPROVED EQUAL SWING SOLID PANEL, PRIMED PRIVACY S-2" 6'-10 1/2" S-0" 6'-8" 1 3/4" BEDROOM 1 SHOWER SHOWER SHOWER SECOND FLOOR 205 1 TRUSTILE OR APPROVED EQUAL POCKET SOLID PANEL, PRIMED PRIVACY 3'-0" 6'-10 1/2" 2'-10" 6'-8" 1 3/4" BATH 3 206 1 TRUS11LE OR APPROVED EQUAL POCKET SOLID PANEL, PRIMED PRIVACY S-0" 6'-10 1/2" 2'-10" 6'-8" 1 3/4" BATH 3 1 1/2" 3" 2" 2" 3" t 1/2" 1 1/2" 1 1/2" 2" 3" 1 1/2" 207 1 TRUSTILE OR APPROVED EQUAL POCKET SOLID PANEL, PRIMED PASSAGE S-2" 6'-10 1/2" S-0" 6'-8" 1 3/4" WALK—IN CLOSET DRAWING STATUS: 4" 4" 208 1 1 TRUS11LE OR APPROVED EQUAL SWING SOLID PANEL, PRIMED PASSAGE 2'-8" 6'-10 1/2" 2'-6" 6'-8" 1 3/4" CLOSET BATH 4 BATH 3 BATH 2 209 1 TRUSTILE OR APPROVED EQUAL SWING SOLID PANEL, PRIMED PASSAGE 4'-2" 6'-10 1/2" 4'-0" 6'-8" 1 3/4" LINEN CLOSET DOB ID NUMBER: 210 1 TRUSTILE OR APPROVED EQUAL POCKET SOLID PANEL, PRIMED PRIVACY S-2" 6'-10 1/2" S-0" 6'-8" 1 3/4" BEDROOM 3 211 1 TRUSTILE OR APPROVED EQUAL SWING SOLID PANEL, PRIMED PASSAGE 4'-2" 6'-10 1/2" 4'-0" 6'-8" 1 3/4" CLOSET 2" _ _ _I— — — 1-- — — , — 2— 212 1 TRUSTILE OR APPROVED EQUAL SWING SOLID PANEL, PRIMED PRIVACY 2'-8" 6'-10 1/2" 2'-6" 6'-8" 1 3/4" BATH 4 1- - i I i I —f -- -- i- - _ _ _I_ _ — �- - � I I I I I 12- 2" 1 2" 1 1 1/2" 12' 12- 12- 1 1 1/2" 1 1 1/2" 12- INTERIOR DOOR NOTES: 4" F.A.I. ABOVE GRADE SINK WASHER LAv WC LAv LAV SINK I we LAv — QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING ORDER DW — HARDWARE: TBD SHOWER 1. SWING DOORS: TBD FIRST FLOOR FENESTRATION REQUIREMENTS 2. POCKET DOORS: TBD 3. DOOR STOPS AT SWING DOORS (NOT FOR CLOSET DOORS): TBD 1 1/2- 2" 1 1/2- 3" 1 1/2- 1 1/2- 1 1/2' 2" 3" 1 1/2" -- ------- - — SADDLES (TYP. : TBD COMPONENT VALUE CITATION (PER 2020 NYSECGG) PROP05ED PE51ON CODE PRESGRIPTIVE VALUE COMPLIES — REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS 4" III = MAX.U-VALUE =0.52 i�ii TITLE: C.O. FENESTRATION U-VALUE U-VALUE 0.25 SANITARY SYSTEM AIR LEAKAGE = 050-GFM/SF - - MAX.AIR LEAKAGE =0.30 2.1.4CFM/5F --- - - - III YES WINDOW AND DOOR CONNECT TO SCDHS APPROVED HOUSE TRAP BAR LAUNDRY POWDER PANTRY KITCHEN BATH 1 �11 _ _ _ _,__ _ ! PER R4024.3 a TABLE R402.1.4-CLIMATE ZONE 4 I_ _ ___ SCHEDULES, PLUMBING RISER COMPLIANCE STATEMENT: DIAGRAM, R E S C H E C K TO THE BEST 5T TE KNOWLEDGE,BELIEF,AND PROFE5510NAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 IREI. SE SIGNAT.URE: DATE__ 11/05/25 yt=itD �r� ;k PROJECT NO: :�`1fii't "- DRAWING BY: YDS, CD M A!* ~ � -Cfi�CKED BY: JB PLUMBING RISER DIAGRAM WINDOW AND DOOR SCHEDULES �. t y - DRAWING NO: N .T. S. A-104.00 CAD FILE NO: PAGE: 10 OF 13 i Formworks Architecture, PLLC 36 South Street Greenport, NY 11944 646.245.3603 99 University Place Suite 205 New York, NY 10003 212.796.2685 HALLOWELL RESIDENCE 1745 North Parish Drive Southold, NY 11971 NEW DORMER NEW DORMER T.O. 2ND FLOOR F.F. EXISTING DECK 1ST FLOOR\ _ _._. _.._.._._... _... -- _.._..._ _.. _...... F.F. EL: +0'-0" WEST ELEVATION ISSUE DATE: 1 /4 — 1 ' -O" NO: DATE: DESCRIPTION: 1 09.06.25 ISSUE FOR DOB FILING 2 10.15.25 ISSUE FOR TRUSTEES 3 11.05.25 RE-ISSUE FOR TRUSTEES REVISION HISTORY: NO: DATE: DESCRIPTION: NEW DORMER NEW DORMER DRAWING STATUS: �45° 2NDFLOORDOB ID NUMBER. EL: +8'-10 15'-8Y4" E:1 11, a / \ / T.O. 1ST FLOOR F.F. \ / EL: +0,-0,, TITLE: ELEVATIONS 1=AL& SIGNATURE: DATE: 11/05/25 ` PROJECT NO: yam ` DRAWING BY: YDS, CD �y, h CHECKED BY: JB SOUTH ELEVATION Y . - DRAWING NO: 1 /4 _ 1 _0 ffi A-200.00 e, CAD FILE NO: PAGE: 11 OF 13 I Formworks Architecture, PLLC 36 South Street Greenport, NY 11944 646.245.3603 99 University Place Suite 205 New York, NY 10003 212.796.2685 HALLOWELL RESIDENCE 1745 North Parish Drive Southold, NY 11971 1 8 2325 J �._.. Sout?m loom �...__._�BO,rd (,` ,':':tee:' 14'-1 1)/2 7'-1" 12'-9Y2" ISSUE DATE: T NO: DATE: DESCRIPTION: iv 1 09.06.25 ISSUE FOR DOB FILING 2 10.15.25 ISSUE FOR TRUSTEES 3 11.05.25 RE-ISSUE FOR TRUSTEES N M B D OOM 3 CLOSET 3EDROOM 1 N I REVISION HISTORY: T.O. 2ND FLOOR F.F. NO: DATE: DESCRIPTION: EL: +8'-10 i FAMILY ROOM MUDROOM PANTRY KITCHEN DRAWING STATUS: ` T.O. 1ST FLOOR F.F. 77 DOB ID NUMBER: 0 I N TITLE: SECTION SEAL&SIGNATURE: DATE: 11/05/25 PROJECT NO: DRAWING BY: YDS,CD NIN C-I KED BY: JB SECTION °t DRAWING NO: 1 /4 V -0" AV A-300.00 0. OF tj CAD FILE NO: PAGE: 13 OF 13 S.C.T.M. NO. DISTRICT: 1000 'SECTION: 71 BLOCK: 1 LOT(S): 16.2 . 1 • ,,,,� ,� �C� .1 4 2025 �n ANOS 0v0�Y j�F p DS JAN•8,202h Y IC BAY pECO� , • �� P4A f 1r �AIE' � /'• ti��0d' $8�1��' TfEI.INEN• i' �� 5 WOOD Z EIE�131 BULKHEAD 8 O 8 �•,� ZONEX 0 ZONEX `. 10 8 5�5 . 12. 14 12 EDGE OF 10 N�yI,N STK. 16 4 17 1z.T 16 17.3' 0 7j TRELLIS/ fO 15 23.T7 —WOOD DECK 11•o'y 14 +�. m �— SHOWER LAND N/F OF BILCO :;:;:2 STy FRAjjd5 .AyNG;U SUSAN EWING LAND NIF OF CONC JSLATE CHRISTINASPORNBERGER STOOP AS SHOWN OFFEMAMAP �• CBRS AREASOUNDARY 12.4' LATE FIALK 1lnsnsso 6.5' ••4.3 _ O 1 .8 .•• , .UES10�p 76 ao o � �9 MON. � H wfg UP. OH.W1Rfs W. •11i79 24'50" � PIPE . 70. 0' N 82°300011 W 30-571 EDGE OF PAVEMENT � NORTlr' pA RI DRIVE ° - UPLAND AREA: 17,902 SQ.FT. or 0.41 ACRES , FEMA MAP#36103C0166H LOT COVERAGE EFFECTIVE- 09/25/2009 DWELLING W/REAR DECK: 2878 S.F. or 16.1% 4 THE WATER SUPPLY, NULLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM nELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:18,583.86 SQ.FT. or 0.43 ACRES ELEVA770N DATUM. NAVD88 UNAUTHORIZED ALlERA1)ON OR ADDI770N TO 7HIS SURVEY/S A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STAR EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICA7ED HEREON SHALL RUN ONLY T0. THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU71ON LIS7FD HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS777U770N, GUARAN7EES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 174E PROPERTY LINES TO 7HE S7RUCRIRES ARE FOR A SPECIFIC PURPOSE AND USE 7HER£FORE THEY ARE NOT IN7FNDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECnON OF FENCE$ ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7FED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OR DESCRIBED PROPERTY � � t' I`'t�2 CERTIFIED TO: TODD HALLOWELL; LISA HALLOWELL; j' uel I nwF'I I FAAAII Y TRI IST f1ATF11 S .FPT �� 9(116: MAP OF. - -- FILED: ` � � �� EMINENT ABSTRACT INC.;,v z' ` " A; `} "' WESTCOR LAND TITLE INSURANCE COMPANY; SITUATED AT:BAYVIEW � � 'S cc TOWN ORS UT ' '0 HOLD 4, RENNETH M WOYCIiUK LAND SURVEYING, PLLC SUFFOLK COUNTY. NEW YORK yt�; � Professional Land Surveying and Design P.O. Hoc 153 Aquebogue, New York 11931 FILE #224--104 SCALE 1"=30' DATE:AUG. 22, 2024 �'1 PHONE (631)298-15a8 FAX (631) 298-1588 N.Y.S. I ISC. NO 050882 F? S 1 F a , rr .. „;„� --� +c �1: �� k IDS, s � •�.-. � a0T h a�✓r � �pu _�� ' r r:_�5+. k .�w A .'ss,x �'�'� � ass y,a. �.wl� +�a �r,� a f t� INA "ll 0 A� i t _�f � � �NX '2 � .u 1. �X * �♦ �$ rw�Y��'�/ 1 jfru�q� ��k°`t�?Jt�s ,$' Tr 1'�•'"- 'T� ' K y h�P �. ��c i' v3r r '��t 4'cF� a`. c v p '',�,"� �r 1 _ x i a - Rlv k— ,2-2BM m.xsro - N A = a 4_ R n l6ERTx SOUTHOLD &1Y X 1dr11aF xNNlpu a --•� 12 1W4 ■ge Y �_ �� 9e ''° � � 2a� .p iyn 1 Q2 m oR LY g SFF gI6EAT n NOTICE aw'M1., COUNTY OF SUFFOLK © E SECTION NO E�y�..s —�— . Rtl Z o..�.. _—r—_ o..u. __.-- _` x SgJIHOLO Y �_ --a-- -- m Real Property Tax Service Agency v N Q71 r.,ry -..` —_ Gunty Gnrr rorNrlwe.nvttrot M O ram... a r ,zirz s is u. —___ u..u. --.-- or.u--aa-- rtra � P on twciw 1CW PROPERTY INP Nn —__ OFFICE LOCATION: ��0� S�UIjyO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) y Telephone: 631 765-1938 Southold, NY 11971 • i ��y�OUNTY,N� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: December 16, 2025 Re: LWRP Coastal Consistency Review HALLOWELL FAMILY TRUST, SCTM# 1000-71.-1-16.2 This application is to remove the 262 sq. ft. pergola from the existing 548 sq. ft. seaward deck; on existing 2,248 sq. ft. (first floor area) two-story dwelling, install new windows, doors and sliders throughout first and second floors, and replace existing where needed; construct three second floor additions for a combined total of 1,349 sq. ft. second floor; abandon existing septic system and install a new I/A OWTS sanitary system landward of dwelling; install gutters to leaders to drywells to contain roof runoff; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer area along the landward edge of the top of the bank. 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 proposed action is CONSISTENT with the policies of the LWRP as follows: Policy 5. Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharge that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 3. Modifying existing sewage treatment facilities to provide improved nitrogen removal capacity. 5.2. Minimize non-point pollution of coastal waters and manage activities causing non- point pollution. A. Minimize non-point pollution of coastal waters using the following approaches, which are presented in order of priority 1. Avoid non-point pollution by limiting non-point sources. c. Control and manage stormwater runoff d. Retain or establish vegetation 2. Reduce pollutant loads to coastal waters. 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. 2 Concerning Hallowell Application Submitted 10.24.25 1725 N. Parish Drive Southold 11.13.25 Attached are 4 original certified surveys, one full certified set and three 17X11 sets of revised plans that include the revisions you requested during our,recent phone conversation. Thank-you, Joan Chambers -- E C E � W E NOV 1 8 2025 Southold Town .,.,1. Board of Trustees OK ( C Glenn Goldsmith,President t � �,C)F Soo � Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski �. Southold,New York 11971 Liz Gillooly c» Telephone(631),765-1892 Elizabeth Peeples *` a' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only rSS 'I Coastal Erosion Permit Application ' Wetland Permit Applications << Administrative Permit i OCT 1 4 20rr Amendment/Transfer/Exte sio Received Application:., pplication:/0 .&__Received Fee: $ 1 Q5 o _CLCompleted Application: 12 i AS Incomplete: . SEQRA Classification: Type I__ Type 11 Unlisted . Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): _O_LWRP Consistency Assessment'Form Sent: _la 1 d CAC Referral Sent: /0 A" _G_Date of inspection: 1.-1 1c7 35—' Receipt of CAC:Report; � _Technical Review: _*_Public Hearing Held: Resolution: Owner(s)Legal Name of Property (as shown on Deed): HALLUWELL FA-M t • P �� wz�v" Mailing Address: Phone Number: Suffolk County Tax Map Number: 1000- �� Z Property Location: { 7 4 T PA:R1sft J ?'%Ue 113 a UT+A 0 L >. l w?1 FAT. t=Asp- o.F I'I - SAYV IC-w R0 (If necessary,provide LILCO Pole#, distance to cross streets, and location) . AGENT(If applicable): J QAm Ct{wl $e-R-S Mailing Address: T D.• 8 dk 40t S.oUT -Ro L.0, N� � (q.- 1-2 ,4-42- -( 0, Phone Number: � Email.: IDav,chambers I U � rnai .. Co M _.._. c � �- I LS Attachment#1 Hallowell Residence 1745 N. Parish Drive Southold 1000-71-1-16.2 10.4.25 PROJECT DESCRIPTION To remove the existing wood framed pergola from the northwest corner of the existing deck. Window and exterior door replacements as per architectural notes on submitted plans. Extension to existing shed dormer on the north side of the second floor to accommodate interior renovations in that area. Addition of a new dormer at the second floor of the south side of the existing garage to accommodate interior renovations to that space. Existing masonry chimney to be replaced with stainless steel flue. Interior renovations to the existing structure with no proposed expansion of the foundation or the footprint as per architectural plans submitted with this application. Repairs to siding as required by alterations to windows and doors. Board of Trustees. Applic on GENERAL DATA Land Area(in square feet): �� :3•'g or 4 3 Aw.res 4'�e c Su Kye-r Area Zoning: F,--`F Previous use of property: S l QG-Lz- PAM (,1 k 0e+NCe, Intended use of property:_, TAM;E�- WZ DoKme_ _WT' KEN 0U 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 gNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? =Yes J�No If"Yes",please provide copy of decision. VJM-this project re demolition as per Town Code or as determined by the Building Dept.? Yes ! N'o Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No Prior permits/approvals for site improvements: Agency Date SOu D E?T— 'PERM rr 1.L 1 Z v cSOuTA4000 gyp- (2.0• O Z I 1 AU jA(Q q 83 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_Z_Nog Yes If yes,provide explanation: Project Description(use attachments if necessary); Board of Trustees Applici on WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: _ N O V._AT-1 ON O 4= E?cks?'. Ra S t 0 EN 0F.. t-t Mef'JT Area of wetlands on lot: D 10 V Pl.ftnlD$quare feet Act DC7 ( or Percent coverage of lot: 0 % Closest distance between nearest existing structure and upland edge of wetlands: 5' feet Closest distance between nearest proposed structure and upland edge of wetlands N feet Does the project involve excavation or filling? L'J No. Yes If yes, how much material will be excavated?— NJ cubic yards How much material will be filled? N lk cubic yards Depth of which material will be removed or deposited: N IN feet Proposed slope throughout the area of operations: FIAT' @ F—XL51'- H out .Manner in which material will be removed or deposited: N A- Statement.of the effect, if any,on the wetlands and tidal waters of the town that may result,by reason ofsuch proposed operations (use attachments if appropriate):` 1'l�t��OLS , 1�oEZCri�.a4 ARE wl-rl+i�1 � ROUN-DA iR`( OF Mtg:EgLstilk,�G 7+tE- l=tbUsE MiEt K COtSkST'RUC71D(Q VULL1, ". UC. NO, 61 Z20 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 l based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all.items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any,item: Part l -Project and Sponsor Information �+&LL.OWE_L 96SIDENcE Name of Action or Project: -P/rFL 1S H T.>iR.. 5b u T Icto L-'P Project Location(describe,and attach a location map): Brief Description of Proposed Action: To cwslmucl_ 2 DptsMGR.s D� clsT. tiv�s . Kexyxove; Gx LGT. lr-IjFq G&dL f4 R,E IFLa c - W(t J pp VJS .>D 0 SLE Name of Applicant or Sponsor; Telephone: 0,51 U O&-fJ 0_40 _ E-Mail: 'ac»cham b ens (t) , .eo•'1 Address: avk '�_ 9 City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO VES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? RO VES If Yes,list agency(s)name and permit or approval: SOU. " L0 -M u.sO 8 u I C-,D l ntG- . PC Rrn tT 3.a.Total acreage of the site of the proposed action? • acres b.Total acreage to be physically disturbed? O acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? • 4 3 acres 4. Che I land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) Industrial Commercial Residential(suburban) Forest [:]Agriculture Aquatic QOther(specify`):_-- OParkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES , landscape? i l 7. Is the site of the proposed action located in,or does it adjoin,a state listed.Critical Environmental Area? NO YES I. If Yes,identify:- 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO- YES i b.Are public transportation service(s)available at or nearthe site ofthe proposed action? 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 Ifthe 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: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? x b. Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: r 14. ntify the typic bitat types that oc n,or are likely to be found on tl-project site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed tNO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, Furl I El a. Will storm water discharges flow to adjacent properties? ®NO DES b.Will storm water discharges be directed to established conveyance systems rj�fff an drains)? If Yes,brieflydescribe: 0. ES Page 2 of 4 18.Does the proposed action include constr uction or other activities that result in the impoundment of NO YES wateror other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,exwlain surAese and si3e:. 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: rM ;❑ 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: 1 AFFIRM.THAT.THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: �i__ 1 1 IM 6G(Zf_ Date: � 4• ?iS• Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in.Part 2 using the information contained in Part 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 I. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? El 2. Will the proposed action result in a change in the use or intensity of use of land? (� L—I 3. Will the proposed action impair the character or quality of the existing community? ❑ FJ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ El of a Critical Environmental Area(CEA)? S. Will the proposed action result in an adverse change in the existing level of traffic or g g or affect existin `infrastructure for mass transit biking walkway? ❑' _ Y� EJ 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy.conservation or renewable ene%y op12 2.rtunities? 7. Will the proposed action impact existing: ETa.public/private water supplies?. Ll b.public]private wastewater treatment utilities? ❑ 8. Will the proposed action impair the character or quality.of important historic,archaeological, ❑ ❑ architectural or aesthetic resources?. 9. Will the proposed action result in an adverse change to natural resources.(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? El Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? a 1 1 l_ Will the proposed action create a hazard to environmental resources or human health? El Part -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. oCheck 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 Applicz >n AFFIDAVIT CK, 0 t BEING DULY SWORN : DEPOSES AND AFFIRMS THAT HE/SHE I&THE APPLICANT.FOR THE:ABOVE DESCRIBED PERMIT(S)ANDTHAT ALL STATEMENTS CONTAINED HEREIN. ARE TRUE TO THE BEST OF HIS%HER KNOWLEDGE AND BELIEF,AND THAT ` ALL WORK WILL'BE DONE.IN THE MANNER SET FORTH IN7HIS APPLICATION . AND AS MAY BEAPPROVED BYTHE 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,INCLUDING7HE CONSERVATION;ADVISORY;COUNCIL,TO ENTER ONTO MY PROPERTY TO ti 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 REOUIRED 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.; - h i Signature of Property Owner 91,0ature of Property:Own SWORN TO$EF ME; IS. __ DAY OF ,20 2:5 Richard D.Noncarrow ` Notary. Public,.State of New Yodc; No:01 N062241D6 Qualified in Suffolk Courriy My Comriiission:Expires June 2 20+ Notary blic, Board of Trustees Applica in AUTHORIZATION (Where the applicant is not the owner) I/We, "[^O�D LLS Q H-.-k L LOW L.L owners of the property identified as SCTM# 1000-. in the town of New York,hereby authorizes 0&M CA-AMZ E R5 to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. ok( Property Owner's Signature . Property Owner's Signature SWORN TO BEFO ET DAY OF G Richard D.Noncarrow Notary 10t4wY0rkNo0N622106 No Public 4lualified in Suffolk County y M!I Commission Expires June 211.20-24� APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL:DISCLOSURE FORM The Town of Southold's Cade of Ethics nmhibirs conflicts of interest on the Hart of town officers and emalg3M The pWRM of this form is.to provide infor amin which can alert the town of possible confliwis of atterrst and allow it to take wh tey era ction is necessary to'avoid same. YOUR NAME: (Last name,fast name,Middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME,OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval ofplat Mooting 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 interese meens.a.busirress, 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 50/9 of the shares. YES NO R If you answered"YES,complete the balance of this form and date and sign where indicated Name of person employed by the Town ofSouthold Title or position ofthat person Describe the relationship between yourself(the applicantlagent/representative)and the town officer or employee.Either check . the appropriate line A)through D)and/or describe in the space provided. The town oflcer or employee or his or her spouse,sibling,parent,of child is(check all that apply): J2A)the owner of greater than S%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 !jj day of QC (3 6-9M S Signature i� Print NameACM eQ& Fonn TS I APPLICANUAGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURI,FORM e Town pf-Sotift1d'sofTibig MhibimMULcIS Pf interest on flE W oftow officers and-emglpym&The nw2m qf this form is to provide inforrnatlon which can alert the town_of possible conflicts of interest and allow It to take whatever 80jon is necessary to avoid same. may, YOUR NAME. `Dqy k+A LLD W F LL-, (Last name,first name,rpiddle initial,unless you are applyingin 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 ofplai Mooring Exemption from pha or official map Planning Other (If"Other-,name the activity.) Do you personally(or through your company,spouse,sibling,patent,or child)have a relationship with any officer or employee of the.Town of Southold? "Relationship"includes 4y blood;marriage,or business intetesl;"Business interest*means.a,busir css, including a partnership;:in,which the town officer or employee has even a partial ownership of(or employment by)A corporation . in which the town officer or employee.owns more than 5'/#of the shares. YES F1 NO n 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 applic ant/egenthepresentative)and.the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): 12A)the owner of greater than 5%of the shares of the corporate stock of the applicant _a (when the applicant is a corporation); w 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 t 's day of coo Wit' 20 Signature - Print Name Fonn TS I �(1�ri�a11 C APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the cart of town officers and emnlovees.The numose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to lake whatever action is necessary to avoid same, II AA �T�t YOUR NAME:, L., V, JCL--L—tiW e uL�. (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"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 off cer or employee owns more than 5%oo f the shares. YES � NO —LJ` 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): fjA)the owner of greater than 5%of the shares of the corporate stock of the appliawt _n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this da of OC- 0 Z Signaturek PT Print Name LFL' 6 Fonn TS I Board of Trustees Applica in PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: 4ct 0QC1Clt/ — 0o 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 MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of . 20 Notary Public Board of Trustees Applic .on PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: ML.W W Ems, F?VA t IN "CRUST" NAME: ADDRESS: ,-t ks- M ` "jc(t(`S't# �n �SoUTtt6uly- Do E DEC 1 6 20?5 Southold Torn Board of Trustees STATE OF NEW YORK COUNTY OF SUFFOLK 3bik-tJ , residing at L'tj S07MLA9 , being duly sworn, deposes and says that on the 8n-'* 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 S d 0-1-"l..o , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of-Le , 20 CONNIE D.BUNCH Notary Public,State of New York No.01BU6186050 A Qualified In Suffolk County CommissMIssion expires April 14,2� Notary Public pop- I UA ■ Postal co -n -Domesda Mail Only rl Y i, t{7 fl° , o South ol�:+ Q N-Y M Certified Mail Fee $5.3 i I Iq 71 certified M ail Fee r m m 5.30 0971 •-'-- O Extra Services&Fees(check box,add fee �pp d ate) •- C7 VAtra Services&Fees(checkbox,addfeeV,•go�p�� ate) (_id ❑Return Receipt(hardcopy) $ r❑Return Receipt(hardwpy) $ U r-� ❑Return Receipt(electronic) $ :t 3 I-_- Postmark r-9 o❑Return Receipt(electronic) $ $0.IJCI Postmark .__ ❑Certified Mail Restricted Delivery $ 0.011 Here - ❑Certified Mail Restricted Delivery $ $0a111l Here ❑Adult Signature Required $ -1III u ❑Adult Signature Required $ $0.AA-- C7 ❑Adult Signature Restricted Delivery$ ❑Adult Signature Restricted Delivery$ Postage $0.18Postage ra $ 12/08/2025 ra $ �1.1.7 , o r ti ' --I- Tp o oge and Fees �• �"' T Tl_PoTSge and Fees 12/08✓2��2_r - ru � ��^ � ru U. Sen TO Sent To ti 6V CZGC. C Sepo �-► ti c a. L l R �- 1 Li �' ------------------ - ru ��-�b G6N fri `( 20 ? t 2 'C"� •-- Street and A t.No.,or Pt3 Box No. r ' a P -• O Street and Apt.No.,or PO Box No. ......... r' -kv- ----Pf}Rt�YH �R ------------------------ r` 1 n� N I�R4S�''� bK' City,State,ZIP+ ° City,State,ZIP 0 - �nu-r�racr� N t t sou torn N :rr r rr rr,• - - :rr r t, - Postal - . . 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It tt Sent o :_--_--_-- •ru Sent � Sent To ru Y rnjk 9,C Ab NN'CL AW J AJ i {{ft L P Street andApt.No..or PO Boz No. J_---------------- ------- ------ p treet and Apt.No.,or PO Box No. ------------------------------ ---------- [� SOT (N. two A 0 E ��S) -- - . City,State,ZIP+4® ----------------------------- --------- „,. ------------------------- City,SNte,ZIP+4® � o�� camr .rre :rr r rt ---- I.( UW c.� � rn c_ _ -Mu sue' L saw � T 1 0 0 D _ ( —' — (p . Z . �`� DEC 1 ::6 202 .r i2 . e . 2S �twocJ t✓u� �it-��-`( -t-�2u s Z- cSOUTttoLo m�N�_ f t�t. -7/ �� S---- N • Pt�R.cstE-- --�2 � - -_ _9 __ -- ZD eN Q kvE- 23 V rl r ^ 1 - '?-n L o _ Km u•y 2vt"7 t RR 1100 --- SacTC�t-� y1 l Lq-l/ _ ___ty IJ Bo?r�acfTn�st�a5 � - Glenn Goldsmith,Pia�..cnt �'gISFFQIA, , Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y a P.O.Box 1179 Liz Gillooly o Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Gli BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of DEC 6 EC ?_025 HALLOWELL FAMILY TRUST -- i COUNTY OF SUFFOLK Southold Town Board of Trustc3s STATE OF NEW YORK _. AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED INPLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER 1, -�0 A PJ Ct(-AMID oa5 , residing at/dba g q 5 C-9,6E1 F(G D-3 /-mil �SOUZ�-%L)o being duly sworn, depose and say: That on the Vday of 'bec2m8(-, 20 personally posted the property known as by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,December 17,2025. Dated: (signature) Sworn to before me this day oaefi—20 CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Sxplroa Aprll 14,2 �i 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: HALLOWELL FAMILY TRUST SUBJECT OF PUBLIC HEARING: For a Wetland Permit to remove the 262sq.ft. pergola from the existing 548sq.ft. seaward deck; on existing 2,248sq.ft. (first floor area) two-story dwelling, install new windows, doors and sliders throughout first and second floors, and replace existing where needed; construct three second floor additions for a combined total of 1,349sq.ft. second floor; abandon existing septic system and install a new I/A OWTS sanitary system landward of dwelling; install gutters to leaders to drywells to contain roof runoff; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer area along the landward edge of the top of the bank. Located: 1745 North Parish Drive, Southold. SCTM# 1000-71-1-16.2 TIME & DATE OF PUBLIC HEARING: Wednesday, December 17, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 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 I 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 Water&ont Revitalization''Program. A_nronosed action. .w-ill be .;evaluated as to its si�ficant beneficial and adverse effects:-upon-the coastal area(which includes all.ofSoutholdTown). 1 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 lihraries and the Town Clerk's office: B. DESCRIPTION OF SITE AND PROPOSED ACTION scTm# 71 PROJECT NAME 4J*LL&ge 4 , ReS l D eN C The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ® Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action:undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,landiransaction) (b) Financial.assistance(c.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: See &-M- �-ram EXIST. �40R ME2. C�'E��t�v NEcN �aRr►'tEtr. � E?ctS"C' C�,A;(L�E I(ZEmoVAt_ of P LA ®u E?nc~r► p cg_ M9AJ VjtntooW 4�ooRS . Na �cl��t�c oN o A�c,'t +R h- oN -ro Founjo�tTc�^' 0 Location of action. l :1 4 S N FAIR,kS ti De-WC- D LFF,ktL o Site acreage; UFLANp. (��. 0?"� UIC, e�I QCC�S '[�' 1. i-UT" = 43�4GeES' Present land use: S(OCG(; t�, :cP Present zoning classification: 1 — 4D 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shallbe provided: (a) Name of applicant: R*LLOLUO 1, F—A-mt VM_ T-M U cS'T (b) 1Vlailing address:_ I `74 5 �P PAR l A- D K S d L T}k-b!=P (c) Telephone number: l 34 Q.._ .8 -7 g41+ Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes :0 No 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. [YesEJ No Not Applicable axtb LNG+ �D c� c It rem E S-c� n r�i1 nr t7 ter c n�G- o `�-nI E 1✓ � Mot, FJ 2 C_. E n l '' M- 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 'C�- 'P(ZO��(2T� f-tdZ.(�S ►L10 ��i,c>N ��tJt_ Attach additions 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 TKO e-XtST ;F7b0-CPM(AS'r MASS ' DF 1-t lf�Us� D U l ID E '2EA' z VIE E�-g- n r,J Mkt C--, �S Crcis � t2E c�'OU R CF�'� Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria Yes No Not Applicable �C&M n tit O IDS R!� a Tt•-t-�_ csrt nr o!� ��cn� 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 RINot Applicable Xt—tach additionalsheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish.and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes. ❑No'ErNot Applicable rv�t N brt. . fF�- -t-coNs " D xtszz nl Cr - - f. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ® Yes No Not Applicable ru C &n U r-i A l K L{t 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. 7, Yes ❑ No 9Not Applicable `Pnrtt rP'P2�ub �s�►y — R-P 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. nn Yet ] No RNot Applicable Na ex tsm nT t Apt Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III-Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No Z Not Applicable I�i1S Hq-)U�:E lS L,0 C6fM trA As R Lpgh-MAL_ N lc 1R�iZrta d D 'j�ITT r At &1 0 V_j t L..L- N OT I _W&-CBDjL, EP�c`1n� s 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 ❑ NozNot Applicable 1 QT I N` "C' r :E�oucLeE s, 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 ❑ NoKSJ Not Applicable - - e�Y l peal G6= DD lEKY N OT l rev�ih-e l _ &G�u LZ J A L 14AA-"0. 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 ff Not Applicable PREPARED BY OiW 'ArYI(��-Y�' TITLE DATE (C) ` • ZS