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HomeMy WebLinkAboutTR-10763 �9� ����� Town Hall Annex Glenn Goldsmith, President ®�® P.O. Box 1179 54375 Route 25 ® ' A. Nicholas lirupski, Vice President Southold, New York 1.1971 Eric Sepenoski ,� � Telephone (631) 765-1892 Liz Gillooly Elizabeth Peeples �® Fax (631) 765-6641 �CDUNV,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OFT HE BOARD OF IV IT ES CHECCKED OFFIEES 72 HOURS PRIOR TO COMMENCEMENT OF THE AC BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt-boom/silt curtain 1st day of construction constructed When project complete, call for compliance inspection; Glenn Goldsmith,President ®f 5®�/�� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Elizabeth Peeples � � O Telephone(631) 765-1892 p sc` Fax(631) 765-6641 OOm� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 22, 2025 Twin Fork Permits 288 East Montauk Highway Hampton Bays, NY 11946 RE: NATHAN BRZOZOWSKI 34460 ROUTE 25, CUTCHOGUE SCTM# 1000-97-2-9.1 Dear Ms. Poyer: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 16, 2025 regarding the above matter: WHEREAS, Twin Fork Permits on behalf of NATHAN BRZOZOWSKI 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 September 25, 2024, and, WHEREAS, said,application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 19, 2025, and again on April 16, 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, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, i 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the i Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of NATHAN BRZOZOWSKI to demolish existing foundation and stair remains; construct a new two-story, single-family dwelling with attached garage (2,422.9sq.ft. footprint) with an 86sq.ft. northwest landing with stairs, a 15sq.ft. northwest landing with stairs, a 12sq.ft. northeast landing with stairs, an 80sq.ft. breezeway; a 234.7sq.ft. second floor balcony; a 16sq.ft. outdoor shower; a 560.3sq.ft. raised patio with 30.2sq.ft. stairs; 42.2sq.ft. bilco cellar entrance; 25sq.ft. A/C unit area; an 18'x36' pool; on-grade 3,659sq.ft. pool patio surround with 36sq.ft. outdoor kitchen and 100sq.ft. spa/hot tub; install pool enclosure fencing with gates, pool equipment area, pool drywell; install an I/A septic system; install an 8.00Osq.ft. driveway for the dwelling; install a 60'x40' pole barn with a 3,500sq.ft. driveway; existing 498sq.ft. concrete pad to remain; install gutters to leaders to drywells to contain roof runoff; approx.. 1,645 cubic yards of excavation and 1,165 cubic yards of fill for the project, the excess fill will be removed from the site; remove three (3) trees, and the replace with six (6) 3" caliper native hardwood trees; and to establish and perpetually maintain a 15'wide non-turf, non-fertilization vegetated buffer along the landward edge of lawn; with the condition to establish and perpetually maintain a non-disturbance buffer seaward of the line that was drawn 15' from the edge of lawn; and a one-to-one replacement for any trees removed with native hardwoods of a 2"-3" caliper; all as depicted on the site plan prepared by Mark Schwartz &Associates, received on April 21, 2025, and stamped approved on April 21, 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: $50.00 Very truly yours, m Glenn Goldsmith President, Board of Trustees I �"�0.1 0"f��... ... "�"•1•°•die � .J,"e i•; fP°�'/0°•' x z°',""i`° Prof/r `hf "fl �•I ». 7• 9 f Oef " P +4f r �• ;�1 urveu'SISf�'.,1..75'fG`'S.G.:12 «YES!:1",kC'L°..E!Yd.°a"'.ti4:W�'/."..V..•'.+'F° 'k'f+.,.,Cw':327.'.°h','.3..,4'$!S2E�::�6kia'dP9%'".. ,".;f"'fir .4S' a2 !k2b!! '�''' "''.T'"''`•..G'l4'1??' ;b11:b .'"�aaX':A!!€.l'.ti.5''''a1+;Xw/5'..! �. BOARD OF SOUTHOLD TOWN TRUSTEES r.; SOUTHOLD,NEW YORK r 'b PERMIT NO. 10763 DATE: APRIL 16, 2025 r ISSUED TO: NATHAN BRZOZOWSKI ,PROPERTY ADDRESS: 34460 ROUTE 25 CUTCHOGUE-�- SCTM# 1000-97-2-9.1 s AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in •" accordance with the Resolution of the Board of Trustees adopted at the meeting held or.April 16,2025,and in consideration of application fee in the sum of$1.250.00 paid by NATHAN BRZOZOWSKI and subject to the Y '` Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits z, a ^t �_ the following: } Wetland Permit to demolish existing foundation and stair remains; construct a new two-story, single-family dwelling with attached garage(2,422.9sq.ft. footprint)with an 86sq.ft. northwest landing with stairs, a 15sq.ft. northwest landing with stairs,a 12sq.ft. northeast landing with stairs,an 80sq.ft. breezeway; a 234.7sq.ft.second floor balcony; a 16sq.ft. outdoor shower; a f raised patio with 30.2s .ft.stairs; 42.2s .ft. bilco cellar entrance;25sq.ft. A/C unit ` 560.3sq. t. p q q area; an 18'x36' pool; on-grade 3,659sq.ft. pool patio surround with 36sq.ft.outdoor kitchen - k- and 100sq.ft.spa/hot tub; install pool enclosure fencing with gates,pool equipment area, pool drywell; install an I/A septic system; install an 8.000sq.ft. driveway for the dwelling; install a 60'x40' pole barn with a 3,500sq.ft. driveway; existing 498sq.ft. concrete pad to remain; install gutters to leaders to drywells to contain roof runoff; approx.. 1,645 cubic yards of excavation , and 1,165 cubic yards of fill for the project,the excess fill will be removed from the site; remove three(3) trees and the replace with six(6)3"caliper native hardwood trees; and to establish and perpetually maintain a 15'wide non-turf, non-fertilization vegetated buffer along the t landward edge of lawn; with the condition to establish and perpetually maintain a non- disturbance � P P Y disturbance buffer seaward of the line that was drawn 15' from the edge of lawn; and a one-to- .� one replacement for any trees removed with native hardwoods of a,2"-3"caliper; all as depicted on the site plan prepared by Mark Schwartz&Associates, received on April 21,2025, and stamped approved on April 21,2025. 1� IN WITNESS WHEREOF the said Board of Trustees herebypauses its Corporate Seal to be affixed, i f � IP l� l , .v and these presents to be subscribed by a majority of the said Board as of the day and,year written above. r ' r-• t MIZ 4, H Liz Gillool Absent � Ca- r p! ' f = e. I Ml lv$7}n7�et?3s':ti6£°UMYS:^7w""7N(N: :B+'.rS.7 .�iia s'3"n7ZY.T7iL`I'Suti'gt9�5".'r3 ds° ems.. �67w°' e.9✓ . ,,:K a, J, .br .,(` ^•::3. �.. .•+ 2...!. t" TERMS AND CONDITIONS The Permittee Nathan Brzozowski,34460 Route 25, Cutchogue,New York as part of the consideration for the issuance of the Permit does understand and prescribe.to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all' damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months, which is considered-to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. REVISIONS: SITE DATA 18'-0"MAX. C.to C. r--_-- ----- n __..____._--. PROPERTY: 284,983 SF 6.5423 ac F I 4 PROPERTY WETLANDS: 7.300 SF STORM WATER MANAGEMENT DETAILS _�TpI I GRADE BUILDABLE PROPERTY: 277,683 SF 6.37 ac m.. � z LLi. I` ESTIMATED AREA OF 100%RUNOFF AT DRYWELL DRYWELL =w`'' nn.1" 42,094 SF LOCATION: SF AREA: E 2"RAIN PER HOUR PROVIDE: CAPACITY: 1 J y e APR 2 [' %5 i GROUND DISTURBANCE: _-_._._._._._._._._-_._. NEW ROOF AREA: 3032.9 SF 506.5 CF (3)8'd)a.,4'deep 169 CF )) f ? PROPOSED POOL: (1)Vdia.,4'deep 169 CF / f MIN. 3 \ TOTAL:1368 SQ.FT. (2)8'dia.4'deep \ y -' Southold Town PROPOSED: AREA LOT COVERAGE: O F_7i,d ofTrus!ees OGEE ITT R-STANDARD S" ('O� 1ST. FL.HOUSE ENVELOPE: 1,631.4 SF 0.59% NOTES: 2ND FL.OUTSIDE ENVELOPE: 47.4 SF 0.02% y I ')�DONOT PERSPECTIVE VIEW 0 \ A).DO NOT BEGIN UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. GARAGE: 780.0 SF 0.28% 1-' -s ". .. 2).PREPARATION: . ` A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. NORTH-WEST LNDG 1: 40.0 SF 0.01°/O 1 / B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR STAIR: 46.4 SF - 1 ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q.PAINT CONCEA.ED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 36" MINIMUM 2 x 2 C0 El of METALS WITH PROTECTIVE BACKING PAINT. NORTH-WEST LNDG 2: 15.0 SF 0.01% 3.INSTALLATION: FENCE POST NORTH-EAST LNDG: 12.0 SF 0.01% _ - ® MEI , A).PERFORM WORKIN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO EE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAI JOIN LENGTHS WITH WATERTIGHT JOINTS. BREEZEWAY: 80.0 SF 0.03 a),COPPER/LEAD:FLSH AND SOLDERGUTTERS TO DOWNSPOUTS AND WOVEN WIRE FENCE B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT (6 x 6 - 10/10 WWF) 2ND,FL. BALCONY: 234.7 SF 0.08 is \ CONNECDRS. Z 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL OUTDOOR SHOWER: 16.0 SF 0.01 . „ SKY PLANE CONNECTIonwaTERTGHr. FILTER CLOTH DRY WELLS TO BE 10'MIN. 4).PROTECTION: o RAISED PATIO: 560.3 SF 0.20 AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. N B) COMPLETION.PUR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL f�OP f STAIR: 30.2 SF - Oo ° CHIMNEY: 11.5 SF pOe EMBED FILTER CLOTH GRADE BILCO CELLAR ENTRANCE: 42.2 SF MIN. 6" INTO GROUND Z AC MECHANICAL UNITS 25.0 SF 4" I PATIO ON GRADE: 3.367.6 SF NOTE: --►I O.D. KITCHEN: 36.0 SF TEST HOLE D,4TA MAXIMUM DRAINAGE AREA POOL: 648.0 SF 0.23% 1/2 ACRE / 100 LINEAR FEET SPA TUB: 100.0 SF 0.04% FTC McDONALD CsEOSCIENCE 04/02/2011 HOUSE DRIVEWAY: 8,000 SF o SECTION DETAIL EL. 8.4` 22F BARN DRIVEWAY: 3,500 SF - M DARK BROWN LOAM WLF _____: POLE BARN: 2,400 SF 0.86 /o SILT FENCE DETAILS 21 0 ------ 1` CONCRETE TO REMAIN: 498.0 SF TOTAL: 22,377.1 SF 2.37% ' BROWN SILTY SAND WITH HEAVY GRAVEL SM DEMOLISH AND REMOVE: EL. 2.11 ------ 2.�' O •'••' WLF FOUNDATION: 1,760 SF WATER IN BROWN SILTY SAND WITH HEAVY GRAVEL SM 20 0 ------ 3' FOUNDATION,STAIR REMAINS: 43.0 SF O WATER IN BROWN FINE TO COARSE SAND TOTAL: 1,803 SF 0 ................._..._._..._..............._.....,_...__.....__ ........_,_..._... WITH HEAVY SRAVEL SW 04 METES AND BOUNDS: SURVEYOR: PECONIC SURVEYORS O DATE SURVEYED: JUNE 8,2023 �) WATER IN PALE BROWN FINE TO MEDIUM SAND SP SCTM: 1000-97-02-9.1 OUP 0 ,' FLOOD ZONE: AE 6 1 X C) • ELEVATIONS REFRENCE: NAVD 1988 \ - - NOTE: WATER ENCOUNTERED 2.Z' BELOW SURFACE -�__-_-_.____.________ _____.-w _ S 390 41 ' 3 0" E WLF ESTIMATED EXCAVATION AND FILL LANDWARD EDGE OF FRESH WATER WETLANDS 19 ! GEA CALCULATIONS O �� LOCATION: EXCAVATION: FILL: S 39 , 24 0_0 E 2 6.60 147.16 AS DETERMINED BY SUFFOLK ENVIROMENTAL ' 1 I 1 ' I _ HOUSE LOCATION: _..»....».....».............»....,....»........,»...»»...».......».».....»..»»; .,,.,.,..,�,,......»,..............,». ...... ,.,.......................................». .. RAISED FOUNDATION• 625 CY 300 CY A A• EL 10.9 . ®®®®m®o©mo©b�at�' �s�� I aFe �� )`� S e��'a +�L�n'n'a713.0 ` ""''••. 's lg0 CONSULTING, INC. ON MARCH 22,2017 / LANDINGS: 16CY 75 CY 12CY WETLANDS:25 CY PROPERTY: 27300SF84,983 F TREEr�E i. ��•, � 3�� / / 1- BUILDABLE PROPERTY: 277,683 SF � � ' �\ r�E �o ` N TREE ��=� `N `D �� 'I ,V 1E OUTDOOR SHOOOL: 350 CY 100 CY �� O WETLANDS HOT TUB: 50 CY 20 CY zV V W I / `\ _ ^ EXISTING . pj ,,` m • EOPMENT TS!, �, UNION FREE SCHOOL DISTRICT I (280-207d)GFAPERMITTED: 7,876.83SF O Q 0 TREE `OItP FOUNDATION ;a�; �. ,, TFOUNDA IONO BE SANITARY SYSTEM; 320 CY 200 CY U ri I • Ln �3 ' DRYWELLS: 65 CY 38 CY I (PUBLIC WATER) o/ W �� / - _ _ . , _ _ '�/ �_ \ I ° FLU5HPATIO I I EXISTING FOUNDATION: 50 CY 75 CY 1ST FLOOR: 1,600.0 SF / \ ' / _ , �✓ \ I '' 4'0 (3367.65FJ - _ 2ND.FLOOR: 1.424.4 SF z O O / le"dla 0 _ I CONCRETE REMAINS: 2 CY 4 CY V U P TEE \ / �I b w2 �� Q Ok TOTAL: 1.645 CY 865 CY W• 195 \ /TREE _ PROPOSED IB'X 36' 9 rllll / c usrE o POOL ' \ ` • 9Q� \ TOTAL GFA 3.024.4 SF 36'dia _ /�', B3 ' � V WLF \,. TREE /r Q Q ® / _ V` _ _ EXISTII7JG CONCRETE 1 \ , oc a ` �� 11 / ` ••,. .. ` 1$ O / REMAINS TO BE/ \ +�''PO „�'':A sI s' ) �O \ N r �. ----• / FLOOD ZO , FkEMOVED / \Y P ygo ,,0>8 �?yt:• _` �._ 1 \ I ,\ L (TREdia E / 19 8 ONE i / ) N �? // ` _ \ TSB STRUCTURE AREA(SF) FOOTPRINT WETLAND SETBACK(FT) RESIDENCE(1ST.FLOOR) 1631.4 SF 114.5 r-+ 6�. ` _ / - ►V /// / ' ��` NOEL. 12.6 RESIDENCE(2ND FLOOR) 47.4 SF 114.5Lon v m - / _ XISTf� GARAGE: 780 SF 131.5 f M U // / \ \;a��, .9�, "4_ ` , , /// \ , WFI( �� \'� LANDING AND STAIRS NW(1) 40+46 = 86 SF 156.4 F�-1 LANDING AND STAIRS NW(2) 15 SF 140.1 •' /' - _ -/ _ _ - - - _ _ _ `p LANDING NE 12 SF 127.6 TEE - - - - - - ' �` \ \ • �Q� WLF BREEZEWAY 80 SF 129.5 60 d1A / ' 12"dle / \ TREE \ 2ND FLOOR BALCONY 234.7 SF 110.2 TREE / / • TREE - - _ - _ _ _ _ ` - - -�- - - \ '' S 1 OUTDOOR SHOWER 16 SF 131.5 ti m ®11 // \ /� - - ` �� _ - - _ _ - - _ \\ EL. 12.6 6 O I RAISED PATIO 560.3 SF 101.3 �,y� O /� C' \ RAISED PATIO STAIRS 30.2 SF 132.3 p U I I / ` S��JQ���0�F �� O CHIMNEY 11.5 SF 107.9 OQp N Q�J _ _ _ ��C� _` \" !�� BILCO CELLAR ENTRANCE 42.2 SF 100.1 crJ N ✓:. O 18"dla Q�rk���P� F� 02�� 2 T 7 �j AC MECHANICAL UNITS 25 SF 135.9 Z Up€ TREE c'� ti / �c, WLF G O `'�� EL A . ,2 y • PATIO AT GRADE X 0 I �) I ��P OQ (01 / S .12 E 7 I_..__ WLF I� F \)OO F F '. SURROUNDING POOL 3367.E SF 100.8 M 0 V I I �� �� / IS ,, 8 l V�'/�/ 1 �SFTB !� \ �'•`„ POOL648 SF 116.5 C) ram+ ��\ ..,,t _ SPA/HOT TUB 100 SF 105.6 P-E w Ud�� _ POOL ENCLOSURE FENCING 250 LF 100..5 --� J \ 9�.\ �- POOL DRYWELL25 SF 161.5 O Q) 00 / WLF 18"dla / _�E_ -L- -'`� - POOL EQUIPMENT40.5 SF 153.3 p '�' TEST HOVE' ", r0 _�_ t ` I EL 5 4 I a \ POSED 15 W1D WLFkI POLE BARN 2400 SF 100 c) V3 z / y > / aTREE ``'�� L y -J_ - \ \ p NON TURF"NO �5 16 • HOUSE DRIVEWAY 8000 SF 139.1 / p Q } -� 1 i _ _ FERTjL1ZD BUF ER BARN DRIVEWAY 3500 SF 133 U a X / } J- WLF - TAtE ^' CONCRETE PAD TO REMAIN 498 SF 78.3 WLF -4 VEGE V oo fl • 10 - 60 SF 146.3 TO TANK N °J �- �` -� } -� `I �\ , ' N 1/A SEPTIC SYSTEM 540 SF 169.8 TO LEACHING GALLEYS W �� / -l� W,F ° I 190 SF 163.7 TO FUTURE GALLEYS �+ fy'� 5 I/ y } 1 WETLANDS �- �--� -�- �ocF����F 1 TO 1 TREE REPLACEMENT WITH cn �s o �- -�- -� �� �� 0 F NATIVE HARDWOOD AT A 311 W -L'_ 1 1 O ,� 1 °` WLF F R EDGE O F j ----� [-+ 4- Ll �]/� _ LA IRMA STRIMBAN CALIPER SIZE V U I� I' �~ WLF -� -J_ -�- �- "V �, ►,.,,,,., L -� L 2 WN LF / [� cn i w_ -� �6,•,, 1 1 y WLF 20�� -'. - 1 - WLF ' f / WLF EDGE OF SURFACE WATER �' L 4- �' -4 (D WLF __ / �� �_WET �y M P „ . „ 2 =�_ o ko _ _ LAN D_S U 1 N 3 5 O// ( { ,.. ..,,,, .,.1....r,. ........................................... � .................. �O N-/ 0 .. i N' I 30 W I:ATHRYN HAP.TMAN Lk L I LANDWARD ' 4• .,,.»...,.,....,.».,....,,.• 44,. 6t1; yN.:�.;��D ��; .r I AS ARD EDGE OF FRESH WATER / / • ,98r ..,- - L� ,� `' ��► EOAFO OF �I t;USTEES � DETERMINED BY SUFFOLK ENVIROMEN WETLANDS l I / / TOWN OF SOUTE-fOLD CONSULTING, INC. ON MARCH 22 TAL I ,2017 / � N O F /" PROPOSED SITE PLAN A R / N 0 DATE' �I � ' ' DRAWN: MH/MS F DEVOE BASSFORD SCALE: 1" = 40'-0" Tip, PAMELA WATSON ;, #► JOB#: 4/18/2025 SCHMIDT W I; ANO / eR + . (VACANT) SHEET NUMBER: S- 1 0 1 S HO LD UT T S No, Issued T o Na m �r�.�,�,sx: Da#e 4 � I L /25 Address 144*40� Rou'ce as ; C%Aftrcv'-ocue .THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE,TQWN OF SOWTHOCD SOUTHOLD, N.Y.. 11971 TEL.: 765-1892 TWIN FORKS PERMITS E C E I VICE � April 21,2025 fl A P R 2 1 2025 Southold Town -Via Hand Delivery- Board of Trustees Glenn Goldsmith,President Attn: Elizabeth Cantrell Southold Town Trustees 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Wetland Permit Application Owner:Nathan Brzozowski Situate: 34460 Main Road,Cutchogue,NY SCTM No. 1000-97-2-9.1 Dear Mr.Goldsmith: Pursuant to the conditional approval for the above referenced project which was approved on April 16,2025 at the Trustee Board meeting,please find four(4)copies of the updated site plan with the buffer and notation updates. The revised site plan has been prepared by Mark Schwartz&Associates, sheet S-1 dated 4/18/2025 and shows the proposed non-disturbance buffer. The non-disturbance buffer encompasses an area which is bounded by an additional 15'offset landward from the current edge of lawn on the landward side and extending seaward to the wetland limit line. I believe this has been accurately shown as per the hearing discussion. Please let me know if you have additional questions regarding this revised site plan or the overall project. Otherwise if the Board would move forward with the issuance of the Trustee permit. Thank you. Sincerely, Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com 1 288 East Montauk Highway,Hampton Bays,NY 11946 ' z E- , � INN jea. #* F- 00 F- Or Eli ATMW 2025 =y R 1 „ o gm3 t � Southold Town a oard of Trustees F O A Ono APR 1 C 203 w i ..F,.+ ^ilk.+... 4 ... �• __� � ... DRAWN:hG1 MS �� SCAIP. • - 'R i 77� �-'�f'.�`i''t' JOB': t! 2/19=5 ti• a- SHEET NUMBER. PIER LINE IMAGE BY GOOGLE EARTH, APRIL 2021 S-2 �E '•�� ;!Iris� !t � � � jFM - ►= VRZI = : ELEVATIONEXISTING EAST "`lam;"-_ --� — - -- - � _ .— - •- _ - - .. �`Ste-1` - _ 1'4.'-'-,r E C E I V E Southold Town ILLLJI Board of Trustees ■poi ��i�..-�--' -..�..�..��.=-_-�;=-u® •��I,r� _ _ PROM ®a-1 �� �; Ui, i1lII■ ill � �� a ®:�®� PROPOSED • O aW d - O Fy A Q �a EXISTING NORTH ELEVATIONS SCALE: 1/8" = 1'-0" o W U F 00 00 S', W E °� m g p AP R 1 0 2025 Southold Town Board of TrusteesEM I �■ �■ CT- ■■ �■ t x�. 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REPLACE DECKING AND RARING CATHEDRAL PLATE HT.FROM N1 W FF_1W HpCM FROM NEW FFT PEAK:10'•3S5'?/• FWG7206114$AAS t/ S _ (REPLACE EX 9 SIDG DOOR) Td Y 3'4' P31G3368S FWCbO66R ^W7 STEP DORM � Uj �D �EC�1.1�1.� xw Z ae CEILING HEIGHT,'-0` ci O0 13'•SD V ' ,�_',� [� ALTERED _ !rYyi ... -... m tn BEDROOM N.,2 V mWE_ „nY i30 CEILING HEIGHT;F-W t 00 ALTERED 00 e Pe,a WALK-IN CLOSET m \ DINING ROOM I CEILING HEIGHTFROM ;D 2'-Ilh' CEILING HB(dR:94F NEW FIN,FL:B-0` ALTERED .45y° 91.1. 2U'd BUILT-INS N (CABINETS/SHELVING) E n Y4' N __-_--------'-__-. t? - --- ----- P�_ BATH No.1 hCEiUNGEI RO HEIGHT NEW Fl FL:FROM m a CEWNG MflGHT:9-0' No.2 •6•Z Z SA'h' F S•6° 2 I �Uif CE G HEIGHT:9-0' m N APR 1 0 2025IOW sa•YT-s OVL2W0 MEWWBVDOW) Southold Town w O 030 PROPOSED GARAGE 3� '•. 2'•0' O7o° '-SI4' Board of Trustees CATHEDRAL CEILING 1'•IQYi` 1'•91/.° N O I? �^ SLIBTORIDGF:IT-V/• UNHEATED a n WALL HEIGHT:W-W ENCLOSED PORCH Ct rn HEIGHT TORIDGE: (BRICK R) CAR LIFT BY OTHERS Cfl x 0 OPEN TO ABOVE in O Yss...4e N ............ TY�"4A R: 3-0STORM DOOR R L,'y COVERED �8 PORCH W 6�ON PROJECT NORTH Ll — — — sg 4A V a mo 7 9.0' If-2` T-4' PROPOSED PROPOSED DRAWN:6m/Ms SCALE JOB 4: PROPOSED 1ST. FLOOR PLAN SHEET9NUMBER SCALE: 1/8" = 11-011 A-7 ZO aH z 0 A PROPOSED BALCONY A n 23'-y o 2'•2• 91-01 9'-(r 2'•Z- TEfRACTABLE AWNINGS) (RETPACrABLE AWNINGS r�/f FWG60611L FWG60611R W�j ® co 0 Z ® arp� S P D F p -0 U H G .- 00 H00 13'-Th• 13'-5° ® aa cDUF+c HncFrr m2 SHDR s.. ------------------- LINEN o n ra` ra• rs ,• E 13'-101fi' 1vx \ oPENt NNL L4�: �Z AP.ROPOSED pROPOSED LOFT KAFR C EE... ._. ATH No.3 8'-D-COLINGHDGHT 1 0 2025 g Es AXX31-3 91 B93 PMM Southold Town H 2 Board of Trustees u - � a n T-S GARAGE IELOW 28W 6 N PROJECT NORTH PROPOSED 2ND. FLOOR PLAN AW31.2 SCALE: 1/8" V-0" DRAWN:AOi/6L3 SCALE: 1a87 ���� SNEEi NUMpFp. V O Q A .q: ••� _ 4 D U PROPOED BALCONY v_ �eY D �ar12 . ......v..... ctuanta 03W _z ,1 E / t J 1 W , A ,i •. I .✓ rI I [ZlF 00�! cm II y O P nI 1 11 A I I - EXISTING ROOF/' TO REMAIN i9 1; m pe p i sIAXS-V4x1.8• y: ';/ U ^E y APAUAMCOWMN t: ;• 1 a qiA T; APR 1 0 2025 clX i�C9 Southold Town F -=--s:::::: - -- -- Board of Trustees m - Q M is 2 ; aaaaa .. . f0fj r E%ISTWG ROOF OVER MY TO BE REMOVER / pR� NEW ROOF TO OVERHANG PAST BUMPOUf 4 m ' _-� PROJECT NORTH c ;,- -------- • \ \ Pl]-V4 ML NDR -WINDOW BELOW------•\ PROPOSED ROOF PLAN ------• DRAWN:M1B{/ALS 51LAMCOLU SCALE: 1/8" = V-0 a.. S CALM PARAIUMCOLUMN • IY>• � IOB C. TT 2/I9RUS ��{° l SHEUNLRNBFA TWIN FORKS PERMITS April 10,2025 (� DUU -Via Hand Delivery- Glenn Goldsmith,President APR 1 0 2025 Attn: Elizabeth Cantrell Southold Town Trustees 54375 Main Road => ,... Southold Town PO Box 1179 Board of Trustees Southold,NY 11971 — RE: Wetland Permit Application Owner:Nathan Brzozowski Situate: 34460 Main Road, Cutchogue.,NY SCTM No. 1000-97-2-9.1 Dear Mr. Goldsmith: In support of the above referenced application,please find four(4)copies of the revised septic plan as prepared by East End Coordinates,Inc. sheet C-1 last revised 4/2/2025. This plan was modified pursuant to the Health Department review and comments to maintain the exiting well on site since there is no public water available to the site. No other aspects of the project have been altered and remain unchanged from the prior project description with regards to size and location of structures. Please move forward with placing the project on the April 16,2025 Trustee agenda for additional review at your public meeting. Please let me know if you have additional questions. Thank you. Sincerely, /`4�b— Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com 1 288 East Montauk Highway,Hampton Bays,NY 11946 SITE INFORMATION: TRAFFIC RATED PRECAST MANUAL TRANSFER SWITCH/ DOSING PUMP HYDRO-ACTION CONCRETE TANK EMERGENCY/SHUT OFF FLOAT 20 AMP LOT AREA - 284,983.0 SF (6.5423 ACRES) MAIN ELECTRICAL PANEL (RELIANCE CONTROLSCSR202) 240VCAPACITY TREATMENT UNIT ALLOWABLE INFILTRATION RATE - DISPOSAL SYSTEM FOR FIVE MANUAL TRANSFER SWITCH/ M 57"0 TO SIX BEDROOM RESIDENTIAL PROJECT FOR LEACHING EMERGENCY/SHUT OFF CB 1 -- GALLEYS 400sf per TABLE 6. (RELIANCE CONTROLS CSR202) ❑ -- - - DOSING PUMP OUTLET TO RECIRCULATION PUMP INLET FROM ° DRAIN FIELD _ FEMA Zones AE6 &X per FEMA Map FM36103CO781 H- PLC CONTROL PANEL CONTROL PANEL&AIR PUMP MAIN BREAKER FINISH GRADE DWELLING Map revision date September 25, 2009 w/HP120 COMPRESSOR IN POLYETHYLENE ENCLOSURE CB 3 - -- - - MIXER PUMP HDPE VALVE BOX PROPOSED DWELLING w/4 BEDROOM (440 GPD) CB 4 AIR 77 PUM - -- AIR HOSE TO DIFFUSER RISER &COVER 34460 PROP SEPTIC SYSTEM FOR 5 BEDROOMS ELEC. &CONTROLS CB 5 1 - - END PLUG -�-" (1) HYDROACTION AN50OC-ST(OWTS-550 GPD) E TO CONTROLO ❑ RECIR TIMER ENABLED � 23 W,F MAIN ROAD TO CONTROL /19 (8)8.5' LONG x 4.75' WIDE x 2.0' EFFECTIVE DEPTH per FEMA Zone AIR HOSE & ELECTRICAL CB A --- �-- L1 PANELS 4 2 ----- - 76" 0 LEACHING GALLEYS (LG) 2.0' Above BFE, min. SUPPLY TO TREATMENT UNIT _ --- - HIGH WATER ALARM OWTS TOP PLAN VIEW (4) EXPANSION GALLEYS (EG) PVC SEWER PIPE, TYP 3.0'x 3.0' CIRCUIT BREAKER LOCATED 1,086.3' SOUTHEAST OF BRIDGE LANE, SOUTHEAST SPECIFICATIONS: ""` ELEC. &CONTROLS ON MAIN ROAD. CANTILEVER GROUND /� HAMLET OF CUTCHOGUE PLATFORM Cl 300 BEND PVC PIPE /;' TO CONTROL BOX CB A - 30 AMP FIELD WIRING (see Detail 4) D3034 SDR 35 24" HEAVY DUTY CAST IRON TOWN OF SOUTHOLD LINE OF HOUSE CB 1 - 20 AMP Cl PIPE JUNCTION BOX(see NOTE 10) SUFFOLK COUNTY CB 2 - 20 AMP MANUFACTURER WIRING LOCKING FRAME &COVER REMOTE LOCATION CB 3 - 20 AMP ---------- FROM TO OWTS � @GRADE CUTCHOGUE VERTICAL DATUM - NAVD 1988 CB 4 - 10 AMP PNEUMATIC HOSE DWELLING TO REMOTE BOUNDARY&TOPOGRAPHIC DATA BY PECONIC SURVEYORS., Finished Grade CB 5 - 10 AMP (FIELD INSTALL) AIR PUMP DATED JUNE 08, 2023. Cl 60°WYE WATERTIGHT FLEXIBLE D H dro-Action Control Panel Detail, 2' Above BFE (min. Wirin /Dosin Dia ram Detail Flush Clean-out Section Detail THEJON SEAL APPROVED BY GENERAL LEGEND: 3 y ` 4 9 9 9 5 Scale: NTS Scale; NTS Scale: NTS /THE MANUFACTURER, TYP E TOWN of BW - BOTTOM OF WALL L SOUTHOLD A CO - CLEANOUT �p Cl - CAST IRON op J 9 y• COP INV- CROSS OVER PIPE INVERT 34640 MAIN ROAD LANDWARD EDGE OF FRESH WATER I INLET FROM designed b WETLANDS ^ OUTLET TO i (IMPROVED,PRIVATE WELL) 1 AS DETERMINED BY SUFFOLK I DWELLING G }i B DRAIN FIELD DW - DRYWELL uPy EXIST.WELL 150.0'+FROM PROPOSED ELECTRICAL SERVICE, ENVIRONMENTAL CONSULTING,INC.ON �DP - DISTRIBUTION POOL i SANITARY SYSTEM CONTROL LINES&AIR 147 .160 C HIGH WATER DT- DISTRIBUTION TRENCH , � BLOWER TO OWTS O 1 G MARCH 22,2017. � C EL- ELEVATION PROP.WATER METER 246.600 CONTROL PANEL S 39 41 30 219 I _ i , \ &SERVICE LINE _ �- I __ , nALARM FLOAT K EG - EXPANSION GALLEY - 41oou (see Detail 3&4) __ y8 / ` RECIRC TIMER �PROP. ELECTRICAVCOMM. (see Notes 14) O E �-- - - - - _ _ - \s yR O EP - EXPANSION POOL METER&BURIED SERVICE t 39 `` /v °3 / CUTCHOGUE UNION FREE SCHOOL DISTRICTENABLED FLOATET- EXPANSION TRENCH LINE '- - PROP. 1 STORY, r ``YDRO ACTION `� °® PROP.8 CLOSED LOOP -, 0ll (IMPROVED, PRIVATE WELL) "`` EXIST - EXISTING t°.9' ILD AN500C ST OWTS GARAGE on/SLAB .' GEOTHERMAL WELLS _ EXIST.WELL 150.0 + FROM PROPOSED \ I� LSD FFE - FINISHED FLOOR ELEVATION i (see Detail 1) \ FIFE 12.0' �' .�w_o; + ` SANITARY SYSTEM '\ � GFE - GROUND FLOOR ELEVATION \ PROPOSED t I _ - 16? A GSF - GEOTEXTILE SAND FILTER - - _ _ _ / \ �_ PPOP.SWIMMI�G POOL'i ` `S `( .2� `. • J HYDRO-ACTION ,2 DR EWAY I °'�., e;� \ ,4 HEGE - HIGHEST EXPECTED GROUNDWATER ELEVATION PUMP BASIN.___ -- ,� , FMFRM� \ S /70 8O / \•\ see Detail 7 _ INV- INVERT -- >-- -- ----�------ - ------ ----- -----�- - -�"P PROP usR / \ \�--- 12.6' \ 45140// , I __ T LF - LINEAL FEET ------ +-- -�----------------------- -- -------- --- - > PATIO FL EXIST WATER SERVICE---------\ - --r--- / T_�------- DIMENSIONS: \EXIST.WELL W°F�\ 12.20' - LINE TO REMAINLJ LG - LEACHING GALLEY Q EXIST OVERHEAD - j-�. - LP - LEACHING POOL E ' / - - - r -�- /� _ _ °' ` 217. 7201 ELECTRICAL SERVICE � / '�.��, 368.6'to PROP.OWTS MAX - MAXIMUM I &COMM.TO BE / -392.2'to PROP.LG \ 1 . , � �393.4'to PROP.EG \ 0 � OWTS SECTION VIEW w I I 40.0' �' . 9?oq� / _ �.a\\ \ ` '��� S 26O l� . 3" THICK BED OF COMPACTED 33 Flying Point Road, Suite 124 MIN - MINIMUM ° REMOVED / ,. �= 05 �.- ° / s.a' / o PROP.GAS METER&,7 N °° w° U.° ,° ,�' \ �° \ / / - -e'- - - '�. 126' CONCRETE SLAB �- 24 0o E SAND. MAXIMUM TOLERANCE Southampton NY 1 1968 OWTS - ONSITE WASTEWATER TREATMENT SYSTEM w \ _ - �-. TO BE REMOVED BURIED SERVICE LINE L"° �° �° FLUSH / - �\ OF t1/4" IN ANY DIRECTION POC POINT OF CONNECTION ; I - - - - a CLEAN OUTS PROP. MULTI STORY, / .��,� ��►. " 631.702.3435 PSD- PRESSURIZED SHALLOW DRAINFIELD p ' FLOOD ZONE r�' �'r� ' \,� _ 4-BDRM DWELLINGF •�� ��-_ �- �' •��- �� _'� 9''� / ' tl I (see Detail 5) - .--- . ITEM DESCRIPTION for AN500C OWTS info@eecoords.com (X) DISTRIBUTION BOX - - - 6W/BASEMENT-_x,-� ---•'� ` �� TYP - TYPICAL � PROP.WATER METERS / •�� • / -FFE 14.0� TW - TOP OF WALL Q 0 &SERVICE LINE / / (see Detail 7)' �...+ _ �_ _ _ e b`-VOLUME Z (see Notes 14) PROP. ELECTRICAL/COMM. _ _ - �� _� \ A TANK, AN500C 245 NITROGEN REDUCTION Q _ ,�( W1F OF NEVV z i ° / - �" ,� -\, ,`, TANK, AN500C 245 PRETREATMENT, PRECAST .�� }-O �I � METER&BURIED SERVICE 's9� ,d%srr �/ - - - O 101 Q _ SINE FLOOD ZONE�;�f°�� ��� / _ ,\. _ , B CONCRETE C9 PAN A •Q BY�McDONALD GEOSCIENCE �,,� I / W ti° o 's LANDWARD EDGE OF FRESH WATER --- \ _-� - TEST HOLE LOG f (AE6) / °� �tisr do f°° LA- ER ` I C COUPLING, 4" SDR35 PVC SXS - 4 w `\ I °�,, °s0° `cs �s / WETLANDS '"" - _. ,� --- NON DISTURBANCE BUFFER - D ASSEMBLY, RE-CIRCULATION 245 COMPLETE DATE: 04.02.2017 Z �- �} I FLUSH F ELEV= 5.4't 0.O' - j s AS DETERMINED BY SUFFOLK Q > CLEAN-OUT o� c •� �`�\`_ LIMITS OF DISTURBANCE GROUND E PIPE, 4" PVC SDR35 � ENVIRONMENTAL CONSULTING,INC.ON \ n - W �I - F EC50-30-L-1 00-PLC see DETAIL 3 (see Detail 5) -'W°p 1 y MARCH 22,2017. Z r rx d Dark Brown Loam (SM) U Cfl 1.0' C� �' ^tir W`F - �� G PIPE, 4" PVC SDR35 m J I HOLE �V /-�e�V°%° s°FC F--�,\ Q H PIPE 4" PVC SDR35 pR �97859 Brown Silty Sand a_ 54, /,s PN N° ti '\ Q Q TEE, STRAIGHT 4 SDR35 I <�a�e�N°gw/ °� -� Q O�ESSION w/Heavy Gravel (SM) ;I / •N°�5�os`�'i / wLF '\ ,�" CYD ` ,�n \ '\, ,W,. J PIPE, 4 PVC SDR35 VPater ingrown SIIf 7ano _ _ _ _ _ _ l I \ 'F\ �- C� nl K EFFLUENT FILTER GENERAL NOTE 13 & DETAIL 6 - - - - - - w/Heavy Gravel (SM) 3.0' (EL 2.4') I Q N per USGS-LI 2010 ) I -/' PROP. 1 STORY, BARN on/SLAB "�° WETLANDS ` _ - -/ (NO BEDROOMS/ELECTRIC HEAT) a WLF �, '""'--- -'� "°WLP10D 1 I�ydro-Action AN500C-ST OWTS Details Water in Brown Fine to P' I I I /•�/ - -FFE / 7,`` o ^' 2` Scale: NTS V SCALE: PER PLAN Coarse Sand w/ Heavy I ( / PROPOSED / < °56 l WETLANDS JOB NUMBER: 24-045 GRAVEL 011 Gravel SW , DRIVEWAY / ( ) ,( a/, / 1l,,�� OO 33780 MAIN ROAD 444, VV , 01<0 0 (IMPROVED,PRIVATE WELL) O I �` 7.0 0 / ' (� �. EXIST.WELL 150.0'+ FROM PROPOSED B, _ SANITARY SYSTEM 395 HARVEST LANE CONNECT TO (IMPROVED,PRIVATE WELL) ill Ili . BUILDING SEWER EXIST.WELL 150.0'+FROM PROPOSED 1 02.20.25 REVISED PER NOI SANITARY SYSTEMlil P' 8.6 65 PL-122 HOUSING PVC D3034 ICI I( ,. 2 03.18.25 REVISED BLDG. & _ PART NO.-30142 POLYLOK 20 p 1 II � 4 CLIPS TO RECEIVE PART NO. MATERIAL - POLYPROPYLENE DISTRIBUTION BOX SDR 35 h i�'' DRIVEWAY PER TOWN TRUSTEES �� �,._ N 35 00 30 W 30142(HOUSING) 24 M ater in Pale Brown Fin / W COLOR-WHITE w/ 12" RISER & (N 3 04.01 .25 REVISED BLDG. to Medium Sand (SP) ; / 41 n .p00 I SAFETY GRATE I `+ U PER TOWN TRUSTEES � 34100 MAIN ROAD -.----- i (VACANT) WATER LINE _6 TO OWTS ills; INLET III PVC WYE W/ 4 04.02.25 REVISED PLAN llil THREADED CAP OPENING F_ I TO PRIVATE WELL APPLICATION Pro osed Se tic Site Plan 4-1/2"DIA.POLYETHYLENE BALL CAGE TO ALLOW FOR 2.62"TRAVEL OF BALL FROM OWTS - , CAST IRON PIPE 1� Scale: 1 " = 50 ft HERMETIC BALL - TO LEACHING FIELD Cl TO PVC i�f l-.ri 13.0' '� FRONT VIEW BACK VIEW 1 24"X 72" ULTRASONIC -� HOUSE ADAPTOR 4 0 INLET PVC PIPE WELDED JOINT a r PROVIDE SPEED ills NO. DATE DESCRIPTION GENERAL NOTES: S=0.0104 MIN RIB BASIN s�' CD LEVELER ON ICI 4'x 24 0 PRECAST EACH OUTLET EXTG. CAST-IN-PLACE 56' O CONCRETE BASE ii�l€I CONCRETE FOOTING DESIGNED BY: EAST END COORDS. 1. HYDRO-ACTION AN500C-ST OWTS. SUFFOLK COUNTY HAS PREAPPROVED A GROUNDWATER PENETRATION TOP VIEW BorroM vlEw I ` OF 4.5' FOR THE PROPOSED I/A OWTS WHERE ONLY 4.0' IS PROPOSED. CONDUIT PIPE TO PDS Ilkl i ' To CONTROL DRAWN BY: AMH 2. THE SEPTIC DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. PANEL 6 Effluent Filter Section Detail 7 Polylok Distribution Box Detail 2 Clean-out Section Detail @ House THE CONTRACTOR SHALL PROVIDE PHOTOS OF THE AS-BUILT INSTALLATION PRIOR TO BACKFILL WITH ALL PUMP BASIN PLAN VIEW Scale: NTS Scale: NTS Scale: NTS COMPONENTS LOCATED AND DOCUMENTED. DATE: FEBRUARY 03, 2025 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF 24"x 72" HYDRO-ACTION 24" ROTOMOLD COVER 45.0' DRAINFIELD PUMP DOSING (HYDRO-ACTION PUMP) SCTM#: 1000-97-2-9.1 HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. RIB BASIN (AKP20030) SOLID LID w/GASKET NORMAL OPERATION HYDRO-ACTION AN500C BUOYANCY CALCULATIONS 4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF (AKP60190) 40.0' DOSE VOLUME - 22.56 GALLONS BUOYANT FORCES SCDHS REF#: R-25-0208 CYCLES - 550 GPD/22.56 GAL= 24 CYCLES PER DAY VOLUME = 39.7 SQ FT X 4.0 FT- 158.8 OF HEALTH. WEIGHT OF WATER= 62.4 LBS/CF CONDUIT PIPE TO INSTALL 1/8" HOLE @ 5. THE SEPTIC DESIGNER OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. CONTROL PANEL BOTTOM OF DISCHARGE 35.0' BUOYANT FORCE = 158.8 CF X 62.4 LBS/CF = 9,909.1 LBS ASSEMBLY ISTRIBUTION BOX 6. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE 4"0 INLET PVC PIPE @ S= 4" PVC PIPE D -EN SDR IN RIM EL= 7.6' ANCHOR FORCES PROPERTY OWNER SHALL BE PROVIDED TO SCDH, THE MAINTENANCE CONTRACT SHALL INCLUDE THE S=0.0104 MIN TO DRAIN FIELD 30.0' @ S= 0.0104 MIN. DE-ENERGIZING INV IN= 6.62' DEADWEIGHT OF TREATMENT UNIT MAINTENANCE OF THE I/A OWTS, CONTROL PANEL, PUMP BASIN & DISTRIBUTION BOX FOR A THREE YEAR MIN. B PIPE w/PIPE REDUCER (PITCH INV OUT= 6.45' WEIGHT OF OWTS = 17,000 LBS HYDRO-ACTION TOWARD D-BOX) BOT EL= 6.3' SEPTIC 7. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. DISCHARGE ASSEMBLY 25.0' FACTOR OF SAFETY= 17,000 LBS/9,909.1 LBS = 1.72 UNIVERSAL FLOW HYDROACTION AN500C-ST OWTS LEACHING GALLEYS 8. NO HOUSE TRAP SHALL BE INSTALLED UPSTREAM OF THE I/A OWTS IN ACCORDANCE W/SUFFOLK COUNTY INDUCER RIM EL= 7.3' - FG EL= 8.2' 20.0' INV IN= 3,56' HYDRO-ACTION INV IN= 4.7' 20.0' SITE PLAN DEPARTMENT OF HEALTH RECOMMENDATIONS. THE OWTS SHALL VENT THROUGH THE HOUSE SEWER PIPE, N BOT EL-4.7' ORENCO DISCHARGE PUMP INV OUT= 3.22' PUMP BASIN NO ADDITIONAL VENTING IS REQ'D. MODEL- PF200511 HH EFFLUENT BOT EL= -2.2' RIM EL= 7.3' (COVER:1'MIN./2'MAX.) `� (Demand Dose Controls 15.0' INV IN= 3.17' HYDROACTION AN50OC-ST OWTS 9. OWTS SHALL BE TESTED FOR WATER TIGHTNESS AFTER INSTALLATION OF CONCRETE UNIT USING A METHOD T o CLEAN-OUT 8.OLF 4" PVC PIPE 15.0 RIM EL= 7.3' OWTS CAST-IN-PLACE CONCRETE � FFE = 14.0' INV OUT= 5.2' APPROVED BY THE MANUFACTURER. DEADMAN POURED PRIOR TO T (see DETAIL 5) BOT EL= 0.15' D3034 SDR 35 @ CLEAN-OUT INV IN= 3.56' PUMP BASIN INSTALLATION 3.0' S= 0.0104 MIN. (see DETAIL 5) INV OUT= 3.22' 10. 9"X 9"X 7" DIRECT BURIAL JUNCTION BOX FOCUS DBS-97-JB. 10.0 - - PUMP BASIN SECTION VIEW ...,-. , ,.,.. , ,,..:, . ... . .... . -10.0 BOT EL= -2.2' w �Q r- 11. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO 000°o0o z o00°o00 000°o0o FIFE 6.0 Z J Di -` I COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES IN ITEM DESCRIPTION for Hydro-Action PumpBasin 5.0' HEGE WATER 2 7 0000 5 01 00 00 - o000000 ; o0 00 . 0000000 = W � THE INVERT ELEVATIONS. INV= 5.0' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� INV= 5.64' - - - - - - HEGE WATER2.7'� - - - - - � pz �E; APR 1 0 2025 FLOAT FUNCTION (see NOTE 12, 5. 5.5LF 1.5" HDPE N per USGS-LI 2010 (see NOTE 12, DETAIL 2) per USGS-LI 2010 ji Q) Ov I 12. MAINTAIN A POSITIVE SLOPE TOWARDS DISTRIBUTION BOX TO ALLOW EFFLUENT TO FLOW BACK TO PUMP BASIN 0.0' D303 4" PVC PIPE U.U' - m _ _ _ B PUMP ON DETAIL 2) 71.OLF 4" D3034 SDR 35 SDR 9 PRESSURE PIPE T'IN BETWEEN CYCLES. D3034 SDR 35 @ See Note 12 \_1O town R PUMP OFF @ S= 0.0208 MIN. 2.0 CI+ 69.0' PVC PIPE ( ) 00 4 D3034 SDR 35 +, of Trustees ( ) S= 0.0104 MIN. 13, THE EFFLUENT FILTER SHALL BE INSTALLED DIRECTLY UNDER THE ACCESS COVER FOR EASE OF MAINTENANCE NOTE: PUMP BASIN MUST BE PART OF THE O&M CONTRACT @ S= 0.0208 MIN. (2.0' CI+ 98.0' PVC PIPE) -- - AND REPLACEMENT. per DETAIL 6. FOR MAINTENANCE, SINCE NOT A DUAL PUMP 0.0' 170.0' 80.0' 90.0' 100.0' 110.0' 120.0' 130.0' 0.0' 90.0' 100.0' 110.0' 120.0' H dro-Action Pum Basin )�etic Site Section @House i �ite 14. MAINTAIN 4.5' OF COVER MINIMUM OVER THE PROPOSED WATER SERVICE. 6 y p 8 Sept c Section @ Barn S C.D.H S StampScale: NTS Scale: 1 " = 10 ft Scale: 1 = 10 ft Scale: Actual Size ��o��g�f FOt,�coG Carol Brown,Chairperson y y� Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 • `�` Southold,NY 11971 41- �a©� Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., April 9, 2025 the following recommendation was made: Moved by Nancy May, seconded by Carol Brown, it was RESOLVED to SUPPORT the application of NATHAN BRZOZOWSKI to demolish existing foundation and stair remains; construct a new two-story, single-family dwelling with attached garage with an 86 sf. northwest landing with stairs, a 15 sf. northwest landing and stairs, a 12 sf. northeast landing with stairs, an 80 sf. breezeway; a 234.7 sf. second floor balcony, 16 sf. outdoor shower, 560 sf. raised patio with 30.2 sf. stairs; 42.2 sf. bilco cellar entrance; 25 sf. A/C unit area; 18'X 36' pool; on-grade 3,659 sf. pool patio surround with gates, pool equipment area, pool drywell; install an I/A septic system; install an 8,000 sf. driveway for the dwelling; install a 60'X 40' pole barn with a 3,500 sf. driveway; existing 498 sf. concrete pad to remain; install gutters to leaders to drywells to contain roof run-off; approx. 1,645 cy. of excavation and 1,165 cy. of fill for the project, the excess fill will be removed from the site; remove three (3) trees and replace with six (6) 3" caliper native hardwood trees; and to establish and perpetually maintain a 15' wide non- turf, non-fertilization vegetated buffer along the landward edge of the lawn. Located; 34460 Route 25, Cutchogue. SCTM#97-2-9.1 Inspected by: Carol Brown, Nancy May The CAC Supports the application based on the updated plans, and recommends all vegetation around the wetlands be maintained as a non-disturbance buffer and the pool location is adjusted to avoid removal of the trees. Vote of Council: Ayes: All Motion Carried A �i 0025 j s' t TWIN FORKS PERMITS April 1,2025 -Via Hand Delivery- _ Glenn Goldsmith,President - Attn: Elizabeth Cantrell 11E C E p= Southold Town Trustees , 54375 Main Road PO Box 1179 APR 2 2025 Southold,NY 11971 RE: Wetland Permit Application Southold Town Owner:Nathan Brzozowski Board of Trustees Situate: 34460 Main Road,Cutchogue,NY SCTM No. 1000-97-2-9.1 Dear Mr.Goldsmith: In support of the above referenced application,please find four(4)copies of the updated plans as follows: • Sanitary system site plan as prepared by East End Coordinates,Inc. sheet C-llast revised 4/l/2025;and • Floor plans and elevations as prepared by Mark Schwartz&Associates sheet S-1 last dated 3/25/2025. The plan revisions include shifting the proposed residence and all structures beyond the minimum 100'Trustee wetland setback. Please move forward with placing the project on the April 16,2025 Trustee agenda for additional review at your public meeting. Please let me know if you have additional questions. Thank you. Sincerely, /2)qt- Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com 1 288 East Montauk Highway,Hampton Bays,NY 11946 Y REVISIONS: SITE DATA ^�1 L- C 18'-0"MAX C.tO C. PROPERTY: 284,983 SF 6.5423 ac I,J( L P E_ PROPERTY WETLANDS: 7,300 SF STORM WATER MANAGEMENT DETAILS GRADE E BUILDABLE PROPERTY: 277,683 SF 6.37 ac ` (' z LL ESTIMATED AREA OF APR 2 225 I 100%RUNOFF AT DRYWELL DRYWELL r _ 42,094 SF ]1 LOCATION: SF AREA: J w GROUND DISTURBANCE: 2"RAIN PER HOUR PROVIDE: CAPACITY: ( J� _________________--_____ NEW ROOF AREA: 3032.9 SF 506.5 CF (3)8'dle..4'deep 169 CF r+ ( J y f y f „MIN Southold Town PROPOSED POOL: (1)8'dia.,4'deep 169 CF E'�( �+ / /� � Beird of Tru�',ces TOTAL:1368 SQ.FT. (2)8'dla,4'deep PROPOSED: AREA LOT COVERAGE: OGEE GUTTER-STANDARD S" (I 1ST.FL.HOUSE ENVELOPE: 1,631.4 SF 0.59% • NOTES: `� 2ND FL.OUTSIDE ENVELOPE: 47.4 SF 0.02% \ PERSPECTIVE VIEW kw 1)ADO EXECUTION: INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION; GARAGE: 780.0 SF 0.2 B 0/O ". A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. " 1 B).PREPARESURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR NORTH-WEST LNDG 1: 40.0 SF 0.01%O I ACHING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. a ❑ I n PAINT METALS WITH SANDSURFACESINCONTACTWITHDISSIMILAR 36" MINIMUM 2 x 2 STAIR: 46.4 SF -D _ o NORTH-WEST LNDG 2: 15.0 SF 0.01/a 3 INSTALLATION: FENCE POST NORTH-EAST LNDG: 12.0 SF 0.01% ® ^E A).PERFORM NORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTERTO BE PITCHED TOWARDS LEADER V TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. BREEZEWAY: 80.0 SF 0.03 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND WOVEN WIRE FENCE ACCESSORIES. B).ALUMINUM:RNET AND CAULK WITH ABUM SEALANT SLIP JOINT (6 x 6 - 10/10 WWF) 2ND,FL. BALCONY: 234.7 SF 0.08 CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM M INDICATED.SEAL OUTDOOR SHOWER: 16.0 SF 0.01 CO NNE!TION WATERTIGHT. FILTER CLOTH of SKY PLANE DRY WELLS TO BE 10'MIN. 4).PROTECTION o RAISED PATIO: 560.3 SF 0.20 AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ,j'� STAIR: 30.2 SF COMPLETION. OpF - • Oo ° CHIMNEY: 11.5 SF ° Y EMBED FILTER CLOTH GRApE BILCO CELLAR ENTRANCE: 42.2 SF MIN. 6" INTO GROUND Z AC MECHANICAL UNITS 25.0 SF 4" I PATIO ON GRADE: 3,367.6 SF I NOTE: --� O.D. KITCHEN: 36.0 SF TEST HOLE DATA MAXIMUM DRAINAGE AREA POOL: 648.0 SF 0.23% 1/2 ACRE / 100 LINEAR FEET SPA TUB: 100.0 SF 0.04% FTC McDONALD C�EOSCIENCE h+i 04/02/2011 HOUSE DRIVEWAY: 8,000 SF ' SECTION DETAIL BARN DRIVEWAY: 3,500 SF - EL. 5.4 DARK BROWN LOAM SILT FENCE DETAILS POLE BARN: 2,400 SF 0.86% Q ------ 1 CONCRETE TO REMAIN: 498.0 SF - TOTAL: 22,377.1 SF 2.37% n BROWN SILTY SAND WITH HEAVY GRAVEL ISM w DEMOLISH AND REMOVE: O EL. 2.'i1 ------ 2."i' WATER IN BROWN SILTY SAND WITH HEAVY GRAVEL SM FOUNDATION: 1,760 SF ______ g' FOUNDATION,STAIR REMAINS: 43.0 SF O WATER IN BROWN FINE TO COARSE SAND TOTAL: 1,803 SF WITH HEAVY GRAVEL SW • METES AND BOUNDS: SURVEYOR: PECONIC SURVEYORS DATE SURVEYED: JUNE 8,2023 SCTM: 1000-97-02-9.1 WATER IN PALE BROWN FINE TO MEDIUM SAND SF` FLOOD ZONE: AE 6 1 X ELEVATIONS REFRENCE: NAVD 1988 13' WLF M� NOTE: WATER ENCOUNTERED 2.1' BELOW SURFACE WLF 2z 21 ESTIMATED EXCAVATION AND FILLGFA CALCULATIONS LOCATION: EXCAVATION: FILL: HOUSE FOUNDATION: 625 CY 300 CY LOCATION: AREA: WLF RAISED PATIO: 175 CY 125 CY PROPERTY: 284,983 SF W 20 / LANDINGS: 6 CY 2 CY WETLANDS: 7,300 SF OUTDOOR SHOWER: 2 CY 1 CY BUILDABLE PROPERTY: 277,683 SF POOL: 350 CY 100 CY HOT TUB: 50 CY 20 CY O (280-207d)GFA PERMITTED: 7,876.83 SF ►•T•( L�/O/F a5 SANITARY SYSTEM: 320 CY 200 CY I..�..{ JOHN B.BUSH JR. DRYWELLS: 65 CY 38 CY L� ,y (WELL 150'+/-) � EXISTING FOUNDATION: 50 CY 75 CY 1ST FLOOR: 1,600.0 SF � W UP �p� CONCRETE REMAINS: 2 CY 4 CY 2ND.FLOOR: 1,424.4 SF Z �V TOTAL: 1,645 CY 865 CY TOTAL GFA 3.024.4 SF S39041' 30" E C) o �� i LANDWARD EDGE OF FRESH WATER WETLANDS 19F * S 39 24 00 E ®� 6.60 147.16 s. CONSULTAS WGED BY SUFFOLK WC ON MARCH 2v2ROMENTAL STRUCTURE AREA(SF)FOOTPRINT WETLAND SETBACK FT M H o* 780 0 7 ) ( ) 0 EL 10.9 RESIDENCE(1ST. FLOOR) 1631.4 SF 114.5 U Il•d�TREE GRAVEL n ., m / N RESIDENCE(2ND FLOOR) 47.4 SF 114.5 p `Ti ° DRIVEWAY ^ -T M TREE / w /� �z TREE Ta"°°° 00 `-- J� UNION FREE SCHOOL DISTRICT WETLANDS GARAGE: 780 SF 131.5 u, w L=i Q4 - GRAVEL DRIVEV'JAY GRAVEL DRIVEWAY . - _ '� ,E`"o E PUBLIC WATER LANDING AND STAIRS NW 1 40+46 = 86 SF 156.4 Ln m � � Ie�e� � � ,� LANDING AND STAIRS NW(2) 15$F 140.1 5 +tn n n LANDING NE 12 SF 127.6 �T0.Ef \ .7 .7 m '� , Q/ WLF U 3e•al. \� t+ BREEZEWAY 80 SF 129.5 N TREE - \\ o'• . 18 - kREMAINSTOBE E- - +'�Y_ '- - �'�x"t v: '--�,•� - S� OUTDOOR SHOWER 16 SF 131.5 ^- , 0.E�AINETOBF, �� '� •.., y 2ND FLOOR BALCONY 234.7 SF 110.2 • O 9.Eie FLOOD ZONE- .i 0.E.OIEo '° .y -- _ \\` �O 4s/ RAISED PATIO 560.3 SF 101.3 TREE / / �,...D' - ` ` ` (* J // RAISED PATIO STAIRS 30.2 SF 132.3 0 / 'I'' _ - m 0' ° °'C]�� _ k 1� � ' ' �.12.6 O C CHIMNEY 11.5 SF 107.9 �`-'-I +. U ' ° '"ofo' 0 \ / I� �` �.\ "ELL C BILCO CELLAR ENTRANCE 42.2 SF 100.1 c� N � O Qj - ' I6 AC MECHANICAL UNITS 25 SF 135.9 rn u - :< - ' -- b '" ---- $ ~�O �2\ ' .4 PATIO AT GRADE X p a1 0 Q TREE/// // --\1 TREE T•Erdl,,,' - •/ -S -- N E+_, \ V / WLF 3367.6 SF 100.8 O cam' 60'di. REE _ '� SURROUNDING POOL Co c� o ,y' '�� -� *EL.12.6 �r ^S?�'o 17 � POOL648SF 116.5 ,� x 9 2 0 g SPA/HOT TUB 100 SF 105.6 �. w @ 8 4 0 ^Fc� - / - �\ ___ ` o1 POOL ENCLOSURE FENCING 250 LF 100..5 'ti B y / '�- - 02L� , \ Z POOL DRYWEL 25 SF 161.5 000 B"Cla co UP TREE �QL�O'Q / / L WLF \`_ U�D, -\ \ �� 9.¢r �' •7�/ �2 POOL EQUIPMENT40.5 SF 153.3 yy tt U - O P�' / 8 _ / \\ !0 Os POLE BARN 2400 SF 100 U ♦of �� FAO HOUSE DRIVEWAY 8000 SF 139.1 O C) �Ck BARN DRIVEWAY 3500 SF 133 U cf') t) Ar U TEST HOLE /iral. / I O.RaQ S - 9LF 1��62ONF z i EL /' TREE } - f i \ '\, `\/7,\� O CONCRETE PAD TO REMAIN 498 SF 78.3 It 110 a „�� o< / „ r- ,y °W' ��� .°- .-1- � w \ � WLF Q 60 SF 146.3 TO TANK N U m REE, \� 4 ._ O / PROPOSED 15'WIDE NON- I/A SEPTIC SYSTEM 540 SF 169.8 TO LEACHING GALLEYS o W 16 '^. n FERTILIZATION VEGETATED BUFFER `E J 190 SF 163.7 TO FUTURE GALLEYS Y - _.�.- \ \ N '? WLFRF��\V� o.. ' _ 1_, LF .�.. J _ ./__ V- F. D. WLF 4- 0 �-�fOG fly yeop W WETLANDS O t.. _l ���No EDGE N / O / F E-I �►.� m i o, ,... S WLF OF LAWN u > , G.� �• J, 12 1 IRMA STRIMBAN U OWLF . -. .- d -'� ,t. Y,. �` 200 ° l _E.. WSF cC a d JV/2 1 1 WLF o } a Y f.. n WLF 14 s- O % WLF OF SURFACE WATER � -+- EL.2.8 EDGE J �... i-Yr EL$. 3- .. ,. y a _Y WETLANDS, Y M / WLF P 2 (0 �� O N O F II N 350/00130/1 W - - - - - KATHRYN HARTMAN lyry�"'BlY ' 0 _ _ V I, WLF T 4 (� 4.SOT'' i' LANDWARD EDGE OF FRESH WATER44. On A AS DETERMINED BY SUFFOLK ENV RO ENTALS CONSULTING, INC. ON MARCH 22 2017TAL � �L PAMEL�ON ���r F DEVOE BASSFORD C� -• M� SCHMIDT W K ANO ' (VACANT) Sk , ', g, Oki; ( f •''.P�, . _ ,e�'� �j n8 r1 .11y> PROPOSED SITE PLAN ,� ' DRAWN: MH/MS SCALE: 0.01776" = 1 -011 ,Tos SCALE: _14 JOB#: *f y .f'«b ft. 3/25/2025 tf. APR 2 2025 ems'' W/`' SHEET NUMBER: I Or, A1.4--.i Southold Town Board ofTn)steesS- I lit i I I SITE INFORMATION: TRAFFIC RATED PRECAST MANUAL TRANSFER SWITCH/ DOSING PUMP HYDRO-ACTION CONCRETE TANK F 6.5423 ACRES EMERGENCY/SHUT OFF FLOAT 20 AMP LOT AREA- 284,983.0 S ( ) MAIN ELECTRICAL PANEL (RELIANCE CONTROLS CSR202) 240V CAPACITY TREATMENT UNIT ALLOWABLE INFILTRATION RATE - DISPOSAL SYSTEM FOR FIVE MANUAL TRANSFER SWITCH/ n 57"0 TO SIX BEDROOM RESIDENTIAL PROJECT FOR LEACHING EMERGENCY/SHUT OFF CB 1 - - DOSING PUMP OUTLET TO GALLEYS 400sf per TABLE 6. (RELIANCE CONTROLS CSR202) ❑ - CB 2 ---- -- RECIRCULATION PUMP INLET FROM •' DRAIN FIELD _ FEMA Zones AE6 &X per FEMA Map FM36103CO781 H- PLC CONTROL PANEL CONTROL PANEL&AIR PUMP MAIN BREAKER FINISH GRADE DWELLING Map revision date September 25, 2009 w/HP120 COMPRESSOR IN POLYETHYLENE ENCLOSURE CB 3 - -- - - MIXER PUMP PROPOSED DWELLING w/4 BEDROOM (440 GPD) - CB 4 AIR ---- - HDPE VALVE BOX Puna o - -- AIR HOSE TO DIFFUSER RISER &COVER 34460 PROP SEPTIC SYSTEM FOR 5 BEDROOMS ELEC. &CONTROLS END PLUG " CB 5 - - RECIR TIMER ENABLED •/, z3 (1) HYDROACTION AN50OC-ST(OWTS-550 GPD) E TO CONTROL BOX TO CONTROL 2 (8)8.5' LONG x 4.75' WIDE x 2.0' EFFECTIVE DEPTH per FEMA Zone AIR HOSE& ELECTRICAL CB A - - '-- L1 PANELS 4 2 - -- - 76" O MAIN ROAD LEACHING GALLEYS(LG) SUPPLY TO TREATMENT UNIT - --- - (4) EXPANSION GALLEYS (EG) , 2.0' Above BFE, min. HIGH WATER ALARM OWTS TOP PLAN VIEW PVC SEWER PIPE, TYP CIRCUIT BREAKER ELEC. &CONTROLS LOCATED 1,086.3' SOUTHEAST OF BRIDGE LANE, SOUTHE�ST ; - '� 3.0 x 3.0 WLF ��� SPECIFICATIONS: _ " ON MAIN ROAD. (-y1 /. CANTILEVER GROUND TO CONTROL BOX HAMLET OF CUTCHOGUE i� F,� PLATFORM - -- CI 30° BEND PVC PIPE (see Detail 4) APR 2 � �- CB A- 30 AMP --FIELD WIRING D3034 SDR 35 /24" HEAVY DUTY CAST IRON TOWN OF SOUTHOLD LINE OF HOUSE CB 1 - 20 AMP Cl PIPE JUNCTION BOX(see NOTE 10) SUFFOLK COUNTY SoutholdTo; o I CB 2 - 20 AMP MANUFACTURER WIRING LOCKING FRAME&COVER REMOTE LOCATION B Outhod1ov,,es CB 3 - 20 AMP ------------ FROM _ TO CI @ GRADE VERTICAL DATUM - NAVD 1988 - CB 4- 10 AMP DWELLING /' TO REMOTE CUTCHOGU E BOUNDARY&TOPOGRAPHIC DATA BY PECONIC SURVEYORS., Finished Grade PNEUMATIC HOSE AIR PUMP DATED JUNE 08, 2023. CB 5- 10 AMP (FIELD INSTALL) Cl 60°WYE WAy'RTIGHT FLEXIBLE D H dro-Action Control Panel Detail, 2' Above BFE /min. Wirin /Dosin Dia ram Detail Flush Clean-out Section Detail JO NT SEAL APPROVED BY GENERAL LEGEND: 3 y 4 9 9 9 5 I 7�IE MANUFACTURER, TYP E TOWN of Scale: NTS Scale. NTS Sca e. NTS BW- BOTTOM OF WALL SOUTHOLD WLF CO - CLEANOUT �R0 J CI - CAST IRON i °p designed by: COP INV- CROSS OVER PIPE INVERT i 34640 MAIN ROAD LANDWARD EDGE OF FRESH WATER INLET FROM ailOUTLET TO WETLANDS I DWELLING ! DRAIN FIELD (IMPROVED,PRIVATE WELL) 1 AS DETERMINED BY SUFFOLK B DW- DRYRIBU p EXIST.WELL 150.0'+FROM PROPOSED ELECTRICAL SERVICE, /� ENVIRONMENTAL CONSULTING,INC.ON ' HIGH WATER- DP- DISTRIBUTION POOL SANITARY SYSTEM 147 '160 CONTROL LINES&AIR DT- DISTRIBUTION TRENCH ; BLOWER TO OWTS I �� E MARCH 22,2017. ' EL- ELEVATION i PROP.WATER METER 24%.600 S 39041 30 0 y I C I'r ALARM F\AT K CONTROL PANEL / \ &SERVICE LINE �--�- o __ Ar EG - EXPANSION GALLEY ' _ n (see Detail 3&4) �- - 3 ____ �.98 ► ` RECIRC.TIMER CIO PROP.ELECTRICAUCOMM. (see Notes 14) O 00 E .-�� __--- Z'-- - , S O 0 EP - EXPANSION POOL / s 39 24 ---- `` 18 ENABLED FLOAT r METER&BURIED SERVICE \ / 3 / CUTCHOGUE UNION FREE SCHOOL DISTRICT , H - ET- EXPANSION TRENCH LINE i PROP.1 STORY, \ T EXIST- EXISTING HYDRO-ACTION ® PROP.8-CLOSED LOOP ; - ` O►/ (IMPROVED,PUBLIC WATER) WBF ti ' ,os AN50OC-ST OWTS FFE 12.0 GARAGE on/SLAB �� GEOTHERMAL WELLS ' \, FFE- FINISHED FLOOR ELEVATION \ (see Detail 1) \ r 11 0Z-M-�-vo GFE - GROUND FLOOR ELEVATION I \ PROPOSED n \ ----- - GSF- GEOTEXTILE SAND FILTER - - \ GRAVEL / \ 16, 4 , _ _ HYDRO-ACTION ,z�� DRIVEWAY pROPSW�M,°v°°L � HEGE- HIGHEST EXPECTED GROUNDWATER ELEVATION _ PUMP BASIN. 10L S70 oo• ` INV- INVERT (see Detail 7) o n�` O °R 4 ► LF- LINEAL FEET ------- +-_ -- ----'/--------------------- --------�_ _' o '°�o -- ,2s _ PA°P FL�sH ,5 40„ LG - LEACHING GALLEY ' - _ ° ' �> PATIO -7 _ L' EXIST.WELL \ W`F• 12.20' `' '" EXIST OVERHEAD ,� _/'I' / EXIST.WATER SERVICE�.-� -�- g1 w�+ed q �6 �+ln I TO BE USED FOR ea aft en cook diver-�eslNC LP - LEACHING POOL I ELECTRICAL SERVICE/ ° `- e ,/_ -___f'� 1 LINETOREMAN� \ '� ���`��_-°` IRRIGATION \ \ 2 1 7. 72 1 � MAX- MAXIMUM ' &COMM,TO BE / / �.\ \ o 40.0' � - $ .' ✓ / / \,.�' i __ o �, OWTS SECTION VIEW 33 Flying Point Road, Suite 124 REMOVED / ��- - o �, 8.8' 26 ► 3 THICK BED OF COMPACTED MIN - MINIMUM I / - �' e \ i ✓/ / _ _ _ _ - _` ��.� CONCRETE SLAB 24 OQ►► E SAND. MAXIMUM TOLERANCE Southampton NY 11968 ° ° ° w° ', \ ° 1281 OF ti/4 IN ANY DIRECTION o PROP.GAS METER&, ;° : , OWTS - ONSITE WASTEWATER TREATMENT SYSTEM w BURIED SERVICE LINE \ / ' `. . ' �� TO BE REMOVED \ V .`- -� �. 11 ° �° e° �, .' FLUSH POC - POINT OF CONNECTION I - ` ✓ �� / - - - - CLEAN-OUT, PROP.MULTI STORY, ••�: o-ift �"'� �•1...,� 6 �-. �� 631.702.3435 PSD- PRESSURIZED SHALLOW DRAINFIELD Q FLOOD ZONE rE 'rE�'r�"� see Detail5) �,� 4-BDRM DWELLING- •awl -� \' s--� \ r', 9 \ s.a� _ _ _ . _ .` 1 info@eecoords.com TYP-TYPICAL Q ' / (X) DISTRIBUTION BOX_ ( ow/BASEMENT-sue - - '�. f -� \ , ITEM DESCRIPTION for AN500C OWTS 0 PROP.WATER METERf /see Detail 7)' 4"',, " / • TW-TOP OF WALL 3 Ir &SERVICE LINE / �� \ f® _FFE 14.0 _ _ fit-VOLUME 1•°� z (see Notes 14) PROP.ELECTRICAUCOMM. / - --- 1'� ,/-�. '\ � A TANK AN500C 245 NITROGEN REDUCTION Q z / METER&BURIED SERVICE ��s93, •�, W'F TANK, AN500C 245 PRETREATMENT, PRECAST OF NEW 0�` \ 1 'C I,yAN �w/ Q _ o I SINE FLOOD ZONE � �o� ,fir'' �'�- / ,J B CONCRETE �P p O ®TEST HOLE LOG CC _ �"( (AE6) / 'o ��c��4,yOs' '�OsrO ��, 'W]`. W°`.�" �, C COUPLING, 4" SDR35 PVC SXS p BY McDONALD GEOSCIENCE g, ' oo tips o� : o z LANDWARD EDGE OF FRESH WATER \ --- DATE: 04.02.2017 Z W r-� �•; C° cs ors WETLAND S - ram, \ NON-DISTURBANCE BUFFER D ASSEMBLY, RE-CIRCULATION 245 COMPLETE ( FLUSH . F ° ELEV= 5.4 t O.O ,C LIMITS OF CLEARING&GROUND " f:I �,. ° s AS DETERMINED BY SUFFOLK Q T � CLEAN-OUT ��� </ `� 1 � DISTURBANCE E PIPE, 4 PVC SDR35 m � � ENVIRONMENTAL CONSULTING INC.ON ''�,, / F EC50-30-L-100-PLC see DETAIL 3 -_ (see Detail 5) cps MARCH 22,2017. �� -� _ ��:zf Dark Brown Loam (SM) wr J O I / - 1.0' d M -tea ^�ys WOF"' _.,;y.� I O G PIPE, 4" PVC SDR35 0 9 m `.J I TEST -�eVFF�N� OF WLF'\. u p 9785 �C. Brown Sil Sand HOLE § ,/ PNE G / c� „ �. H PIPE, 4 PVC SDR35 ty /5.� s ass AEP a - ' °ti �'\ /O O I TEE, STRAIGHT 4 SDR35 Ro SStoNP w/Heavy Gravel (SM) i t � �M ,WLF, J PIPE, 4" PVC SDR35 - - - - - - 2.7 (EL2.7� - 'I /` v✓ W'F -�'•` • o LO Water ingrown Sf� Banc _ _ _ _ _ �I 1 j . �F.� ,� I C�'� C\I K EFFLUENT FILTER GENERAL NOTE 13 & DETAIL 6 - - - - - - w/Heavy Gravel(SM) 3.0 (EL 2.4) I / / 1 -� - N per USGS-LI 2010 i ) / ,/' I PROP. 1 STORY,BARN on/SLAB WfiF WETLANDS / �\ �, -.�,s ..�' '° „ / (NO BEDROOMS/ELECTRIC HEAT) -- co Hydro-Action AN500C-ST OWTS Details -FFE 5.0' ' \� ` 1 Scale- NTS SCALE: PER PLAN Water in Brown Fine to I I /• ✓. �. n/ �\ Coarse Sand w/Heavy / I / PROPOSED / O V 0°l"e)6i wer�ANDs JOB NUMBER: 24-045 Gravel (SW) i ( I GRAVEL ✓. /�� "' O►► ( / DRIVEWAY / .F l,.� 33780 MAIN ROAD 44 ` °YJ OO (IMPROVED,PUBLIC WATER) �� O I I � 7.0' 395 HARVEST LANE ' CONNECT TO Ilai; (IMPROVED,PUBLIC WATER) €I' BUILDING SEWER 1 02.20.25 REVISED PER NOI OWLF ' B'8' ' \ ``/ / a PART NOO SING POLYLOK 20" PVC D3034 2 03.18.25 REVISED BLDG. & ° I II fi5 4 CLIPS TO RECEIVE PART NO. MATERIAL - POLYPROPYLENE DISTRIBUTION BOX SDR 35 bill! DRIVEWAY PER TOWN TRUSTEES ater in Pale Brown Fin �. N 35 00 30 W 30142(HOUSING) 24 MIN.::: / wLF COLOR-WHITE W/12" RISER& to Medium Sand (SP) p , � 3 04.01.25 REVISED BLDG. / 414.800 ::- SAFETY GRATE _ _ PER TOWN TRUSTEES 3410�ACANT)MAIN ROAD TO OWTS liai WATER LINE 9 ' N oPENwG _ ��1 THREADE CAP Pro osed Se tic Site Plan 4-1/2"DIA.POLYETHYLENE BALL CAGE TO ALLOW FOR r ILi Eg 2.62"TRAVEL OF BALL p il'E1 - HERMETIC BALL FROM OWTS - CAST IRON PIPE 13.0' ' SCale: 1 - 50 ft TO LEACHING FIELD CI TO PVC l'= I FRONT VIEW BACK VIEW �' • p:i 4"O INLET PVC PIPE ULrRASONIc PROVIDE SPEED HOUSE ADAPTOR �� 24"X 72" WELDED JOINT a 1, NO. DATE DESCRIPTION S=0.0104 MIN s� LEVELER ON ' . . ...< . ;,. ... GENERAL NOTES: RIB BASIN 4 x 24 0 PRECAST EACH OUTLET EXTG. CAST-IN-PLACE Illy' •" • :�� `� . DESIGNED BY. EAST END COORDS• 1. HYDRO-ACTION AN50OC-ST OWTS. SUFFOLK COUNTY HAS PREAPPROVED A GROUNDWATER PENETRATION es CONCRETE BASE E CONCREI E FOOTING [rvr+r •I OF 4.5' FOR THE PROPOSED I/A OWTS WHERE ONLY 4.0' IS PROPOSED. njt CONDUIT PIPE TO PDS TOP VIEW BorroMVlEw I� I PRAWN BY. AMH TO CONTROL 2. THE SEPTIC DESIGNER SHALL OBSERVE THE OWTS PRICK TO BACKFILL AND DURING SYSTEM STARTUP. PANEL 6 Effluent Filter Section Detail 7 Polylok Distribution Box Detail 2 Clean-out Section Detail @ House THE CONTRACTOR SHALL PROVIDE PHOTOS OF THE AS-BUILT INSTALLATION PRIOR TO BACKFILL WITH ALL PUMP BASIN PLAN VIEW Scale: NTS Scale: NTS Scale: NTS COMPONENTS LOCATED AND DOCUMENTED. DATE: FEBRUARY 03, 2025 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF 24"x 72" HYDRO-ACTION 45.0' 24 ROTOMOLD COVER DRAINFIELD PUMP DOSING (HYDRO-ACTION PUMP) HYDRO-ACTION AN500C BUOYANCY CALCULATIONS SCTM#: 1000-97-2-9.1 HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. RIB BASIN (AKP20030) SOLID LID w/GASKET NORMAL OPERATION (AKP60190) 40.0' - - DOSE VOLUME- 22.56 GALLONS BUOYANT FORCES SCDHS REF#: R-25-0208 4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF CYCLES - 550 GPD/22.56 GAL= 24 CYCLES PER DAY VOLUME = 39.7 SQ FT X 4.0 FT= 158.8 CF HEALTH. WEIGHT OF WATER = 62.4 LBS/CF CONDUIT PIPE TO INSTALL 1/8" HOLE @ BUOYANT FORCE = 158.8 CF X 62.4 LBS/CF= 9,909.1 LBS 5.THE SEPTIC DESIGNER OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. CONTROL PANEL //-BOTTOM OF DISCHARGE 35.0 ISTRIBUTION BOX ASSEMBLY 3.OLF 4" P RIM EL= 7.6' ANCHOR FORCES 6. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE 4"0 INLET PVC PIPE - TO DRAIN FIELD @ S= 0.0104 MIN. DE-ENERGIZING - - DEADWEIGHT OF TREATMENT UNIT VC PIPE D3034 SDR 35 PROPERTY OWNER SHALL BE PROVIDED TO SCDH.THE MAINTENANCE CONTRACT SHALL INCLUDE THE S=0.0104 MIN 30.0' _ - INV IN- 6.62 INV OUT= 6.45' WEIGHT OF OWTS = 17,000 LBS MAINTENANCE OF THE I/A OWTS, CONTROL PANEL, PUMP BASIN & DISTRIBUTION BOX FOR A THREE YEAR MIN. B PIPE w/PIPE REDUCER (PITCH j BOT EL=6.3' S E PT I C HYDRO-ACTION TOWARD D-BOX) FACTOR OF SAFETY= 17,000 LBS/9,909.1 LBS = 1.72 7. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. UNIVERSAL FLOW DISCHARGE ASSEMBLY 25.0 HYDROACTION AN500C-ST OWTS I LEACHING GALLEYS INDUCER RIM EL= 7.3 I FG EL= 8.2' 8• NO HOUSE TRAP SHALL BE INSTALLED UPSTREAM OF THE I/A OWTS IN ACCORDANCE W/SUFFOLK COUNTY INV IN- 3.56 HYDRO-A INV IN= 6.37' - I DEPARTMENT OF HEALTH RECOMMENDATIONS.THE OWTS SHALL VENT THROUGH THE HOUSE SEWER PIPE, N V = 3.22' 20.0' SITE P V \1 V _ BOT EL=4.7' 20.0 CTION- ORENCO DISCHARGE PUMP IN OUT PUMP BASIN NO ADDITIONAL VENTING IS REQ'D. I (COVER:1'MIN./2'MAX.) _ MODEL- PF200511 HH EFFLUENT BOT EL= -2.2 RIM EL= 7.3 o CLEAN-OUT INV OUT- 5.2 8.OLF 4 PVC PIPE 15.0' - RIM E = OC-ST OWTS HYDROACTION AN50 O` A �-�-^ 9. OWTS SHALL BE TESTED FOR WATER TIGHTNESS AFTER INSTALLATION OF CONCRETE UNIT USING A METHOD T _ (Demand-Dose Controls 15.0' INV IN= 3.17 L- 7.3' V\V/ I �`,J CAST-IN-PLACE CONCRETE ' APPROVED BY THE MANUFACTURER. r FFE = 14.0' (see DETAIL 5) D3034 SDR 35 @ CLEAN-OUT INV IN- 3.56' �- DEADMAN POURED PRIOR TO BOT EL=0.15 II PUMP BASIN INSTALLATION 3.0 - 4 MIN. (see DETAIL 5) INV OUT= 3.22 '� rZ - } 10. 9 X 9 X 7 DIRECT BURIAL JUNCTION BOX FOCUS DBS-97-JB. 10.0' - - - S- 0.010 __ - 10.0' BOT EL= -2.2' z ry [J O PUMP BASIN SECTION VIEW -� w ti� 11. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO oo'- z o0 00 00 0� J APR 000°000 000 0 000 000 0 0o r ITEM DESCRIPTION for H dro-Action Pum Basin 5.0 5.0 2 2- _7 COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES IN �� � o000000 0000000 � -� Q Z ' � _ _ _ _ _00000l _ HEGE WATER 2.7' _ _ _ _ _ - HEGE WATER 2.7' _ _ _ _ U C z I THE INVERT ELEVATIONS. FLOAT FUNCTION INV= 5.0 - - - - - - - - - - - - 5- - ' - 'o - - - - - - - INV= 5.64 I 5LF 1.5 HDPE! S-LI 2010- Q Soutt�oI Town (see NOTE 12, " �, per USGS-LI 2010 per USG 0.0 - 5.OLF 4" PVC PIPE (see NOTE 12, DETAIL 2) v , , 12. MAINTAIN A POSITIVE SLOPE TOWARDS DISTRIBUTION BOX TO ALLOW EFFLUENT TO FLOW BACK TO PUMP BASIN B PUMP ON DETAIL 2) 71.OLF 4" D3034 SDR 35 SDR 9 PRESSURE PIPE U•U' o Board ofTnls.ees C3034 SDR 35 @ IN BETWEEN CYCLES. R PUMP OFF @ S= 0.0208 MIN. (2.0 CI+ 69.0 PVC PIPE) �- 0.0104 MIN. (See Note 12) 100.OLF 4 D3034 SDR 35 13. THE EFFLUENT FILTER SHALL BE INSTALLED DIRECTLY UNDER THE ACCESS COVER FOR EASE OF MAINTENANCE NOTE: PUMP BASIN MUST BE PART OF THE O&M CONTRACT ! @ S= 0.0208 MIN. (2.0' CI+ 98.0' PVC PIPE) 11 FOR MAINTENANCE SINCE NOT A DUAL PUMP 0.0' 70.0' 80.0' 90.0' 100.0' 110.0' 120.0' 130.0' 0.0' 90.0' 100.0' 110.0' 120.0' AND REPLACEMENT. per DETAIL 6. p C1 14. MAINTAIN 4.5' OF COVER MINIMUM OVER THE PROPOSED WATER SERVICE. 6 Hydro-Action Pump Basin 7 Se tic Site Section @House $ Septic �i�IeS.e�cfion @Barn S.C.D.H.S. StampScale: NTS Scale: 1 " _ 10 ft Scale: 1 _ 10 Scale: Actual Size Glenn Goldsmith,President �O��SOFFU(,�cOGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski W P.O.Box 1179 Liz Gillooly �y • - 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: /a Z S Completed in field by: Twin Forks Permits on behalf of NATHAN BRZOZOWSKI requests a Wetland Permit to demolish existing foundation and stair remains; construct a new two-story, single-family dwelling with attached garage (2,422.9sq.ft. footprint) with an 86sq.ft. northwest landing with stairs, a 15sq.ft. northwest landing with stairs, a 12sq.ft. northeast landing with stairs, an 80sq.ft. breezeway; a 234.7sq.ft. second floor balcony; a 16sq.ft. outdoor shower; a 560.3sq.ft. raised patio with 30.2sq.ft. stairs; 42.2sq.ft. bilco cellar entrance; 25sq.ft. A/C unit area; an 18'x36' pool; on-grade 3,659sq.ft. pool patio surround with 36sq.ft. outdoor kitchen and 100sq.ft. spa/hot tub; install pool enclosure fencing with gates, pool equipment area, pool drywell; install an I/A septic system; install an 8.000sq.ft. driveway for the dwelling; install a 60'x40' pole barn with a 3,500sq.ft. driveway; existing 498sq.ft. concrete pad to remain; install gutters to leaders to drywells to contain roof runoff; approx. 1,645 cubic yards of excavation and 1;1.65 cubic yards of fill for the project, the excess fill will be removed from the site; remove three (3) trees and the replace with six (6) 3" caliper native hardwood trees; and to establish and perpetually maintain a 15' wide non-turf, non-fertilization vegetated buffer along the landward edge of lawn. Located: 34460 Route 25, Cutchogue. SCTM# 1000-97-2-9.1 Type of area to be impacted: ./ Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code propose work falls under: /Cland hapt. 275 Chapt. 111 other Type of Application: Wet Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Vre Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: fet" 'S-�iiFb^ R gW� ( Tyn" JpAw k( od At cJ p4s Gk , A Glare b 100' W P051,GG , ^ CowD�'r 1,,,(lu�s +� D��" aQ�cce.�v U� �� Q/o( gQo(2�✓mod , Present Were: ' G. Goldsmith r N. Kr pski ✓ E. Sepenoski A L. Gillooly � E. Peeples REVISIONS: SITE DATA 18'-0^MAX. C.to C. PROPERTY: 284,983 SF 6.5423 ac PROPERTY WETLANDS: 7,300 SF STORM WATER MANAGEMENT DETAILS V BUILDABLE PROPERTY: 277,683 SF 6.37 ac GRADE + m a LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL Y V w 42,094 SF 2"RAIN PER HOUR PROVIDE: CAPACITY: t LL ESTIMATED AREA E: / � GROUND DISTURBANCE: ....._--_--------------- NEW ROOF AREA: 3032.9 SF 506.5 CF (3)8'dla.,4'deep 169 CF � � Y. '4 6°MIN IN .\ PROPOSED POOL: (1)B'dia.,4'deep 169 CF . 1 y. �' /��, r PROPOSED: AREA LOT COVERAGE: TOTAL:1368 SQ.FT. (2)8'dla,4'deep O� 1ST.FL.HOUSE ENVELOPE: 1,631.4 SF 0.59% NOTES: OGEE CUTTER-STANDARD S" ��0� 2ND FL.OUTSIDE ENVELOPE: 47.4 SF 0.02% § \ 1).EXECUTION: PERSPECTIVE VIEW GARAGE: 780.0 SF 0.28% A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. \ 2).PREPARATION: NORTH-WEST LNDG 1: 40.0 SF 0.01% ^^ ` A).CLEAN SURFACE THOROUGHLY PRIOR M INSTALLATION. "n, 1 B) PREPARESURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR STAIR: 46.4 SF - I ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. NORTH-WEST LNDG 2: 15.0 SF 0.01°/O O ❑ O Q.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 36" MINIMUM 2 x 2 ^I METALS WITH PROTECTIVE BACKING PAINT. NORTH-EAST LNDG: 12.0 SF 0.010/0 3.INSTALLATIM FENCE POST A).PERFORM NORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, BREEZEWAY: 80.0 SF 0.03 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET NETAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND WOVEN WIRE FENCE 2ND,FL.BALCONY: 234.7 SF 0.08 ACCESSO B).ALLMINUM�ES.RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT (6 X 6 - 10/10 W WF) CONNECTORS, 2 OUTDOOR SHOWER: 16.0 SF 0.01 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL ` SKY PLANECONNECTION WATERTIGHT. FILTER CLOTH a« WELLS TO BE 10'MIN. 4).PROTECTION, RAISED PATIO: 560.3 SF 0.20 ^ AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. STAIR: 30.2SF - B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 1 COMPLETDN. S�OpF CHIMNEY: 11.5 SF ;;DrRY BILCO CELLAR ENTRANCE: 42.2 SF EMBED FILTER CLOTH GRACE AC MECHANICAL UNITS 25.0 SF MIN. 6" INTO GROUND Z PATIO ON GRADE: 3,659.0 SF - �° O.D.KITCHEN: 36.0 SF NOTE: POOL: 648.0 SF 0.23% TEST HOLE DATA MAXIMUM DRAINAGE AREA SPA TUB: 100.0 SF 0.04% Mr-DONAALD GEOSCIENCE 1/2 ACRE / 100 LINEAR FEET 04/02/201'1 HOUSE DRIVEWAY: 8,000 SF W 0 SECTION DETAIL BARN DRIVEWAY: 3,500 SF � �^ EL. 5.4' SILT FENCE DETAILS POLE BARN: 2,400 SF o.s6°iD O DARK BROWN LOAM CONCRETE TO REMAIN: 498.0 SF TOTAL: 22,413.1 SF 2.37% ^ BROWN SILT? SAND WITH HEAVY GRAVEL 5M DEMOLISH AND REMOVE: W EL" 2"1' ------ 2-'1� FOUNDATION: 1,760 SF WATER IN BROWN SILTY SAND WITH HEAVY GRAVEL SM O FOUNDATION,STAIR REMAINS: 43.0 SF 3' TOTAL: 1,803 SF - O WATER IN BROWN FINE TO COARSE SAND 0 WITH HEAVY GRAVEL SW P4 METES AND BOUNDS: SURVEYOR: PECONIC SURVEYORS COL ------ 1 QS DATE SURVEYED: JUNE 8,2023 �S SCTM: 1000-97-02-9.1 JOHN B. BUSH JR. (WELL iso'+/-) WATER IN PALE BROWN FINE TO MEDIUM SAND SP FLOOD ZONE: AE 6 1 X l�J UP �0 ELEVATIONS REFRENCE: NAVD 1988 V I 13R �a I I _ S 390 41 ' O" E NOTE: WATER ENCOUNTERED 2.1' BELOW SURFACE WLF LANDWARD EDGE OF FRESHWATER WETLANDS I S 39° �4�'Q �� E 2 6.60' P�°��T° 14"7.16' AS DETERMINED BY SUFFOLK ENVIROMENTAL I � _ _ _ - - - _ _ % ESTIMATED EXCAVATION AND FILL �" FACALCULATIONSW I rt EL 10,9 _ �' B""" E"°�° EL 13.0 TY S lg° CONSULTING, INC. ON MARCH 22,2017 LOCATION: EXCAVATION: FILL: G �f, HOUSE FOUNDATION: 625 CY 300 CY LOCATION: AREA: � J �l7 z -SILT FEtJCIAIG(LIMITS OF CLEARING) ``` ?F�• �P� / / °�° .R'. T�POI(Y,{i p�<L°' ;pi, �G�b$H PO "" `,` rn \F tmPQRRAISED PATIO: 175 CY 125 CY PROPERTY: 284,983 SF 2 I U 1 WETLANDS �y S WETLANDS: 7,300 SF W'z �w ---•-•-•--- ------ - °' t • M UNION FRE ND LANDINGS: 2CY 2CY O v - -'-'-'-'- cRerE •�•'. c9ToN zd - STRICT BUILDABLE PROPERTY: 277,683 SF -r^ j z. PAwEL'DI�IVEWAY ''` �:: sHouT ' \�c E SCHOOL DI OUTDOOR SHOWER: 2CY 1 CY C� O w 1B6Bo sF), r Y• GRA EL'dI�I�+EWA f- `. �; &.'�` �?yy � (PUBLIC POOL: 350 CY l00 CY' Q TER HOT TUB: 50 CY 20 CY (280-207d)GFA PERMITTED: 7,876.83 SF O w m ,%, �.,�� - - - _ _`'; �� - A •� °$\�� S 320 CY 200 CY Z SANITARY SYSTEM: L1� UP f TEMPORARY p a 2 j DRYWELLS: 65 CY 38 CY I TE t • ° ' ' Al Q WASHOUT 1 /,�,P� �,"' - � $�sn _ J , .` .7� Q I EXISTING FOUNDATION: 50 CY 75 CY 1ST FLOOR: 1,600.0 SF I `�1 TOP SOIL 1 CONCRETE \ Q CONCRETE REMAINS: 2CY 4 CY �!! WLF 2ND.FLOOR: 1,424.4 SF LOCATION / lam c ' 1 , °< 4 /> \ 18 *NEW GRADE ALTERATIONS: 300 CY O I I'� `��� - - -PROPOSED I IP��': , bo..• Qom, you p t it - - S TOTAL GFA 3.024.4 SF O U I � 4 FLOO> ZONE SEPTI�'SpSgE /PtAAN I�s�°20../. �' .a p ,>fr: 9'L� ; °�o�t- j/�aC', t •` �,° \ TOTAL: 1,645 CY 1,165 CY M ►�L" z \ -- OI / X By 1 / F°o� m oA j aA.,• 4 S, - FU�4 V \ // O `/ °N�l O9 L gym'' s `` - ' ` ` ., OE 1 I/ f \ U I t - '"/� S0 \ Q _ - �� - - - - EXISTING 2.6 O V I ,\ f � � ' S.C� - - WELL a, _ -� ' ' - _ - ` ` `\ / {'�� t �O'f' `\ ' FLOOD ZONE L ma I / OTIz �. � • �,�� - � __�- D' _-�-----------�--,�-,�"C tom- `-rz- �-U- - - J r17 n / LINE _ _ - -_ - IEARI - C EL. 12.6 3; �° / �Q IZ/ •� � � �-• G C .Cat `„�f ,.C Fd aId'l / �' SILT FEN (` C t ,I C t t Y`.0 t Y f t C :C t �`�_ Y C t Y .t t Y`:C t Y`VC t \ l 9�p GL G,� `. Y` Y' C Y �C r` F- O ! 00 O� o Y�F I~ C t t\ Z N Y`.� t `r�C t .� 1 1 6• LO 0 // /`C t J 1(; t t ` Y \ 20�'F �- \` 27772 R r...�� � V m UP 1 1 1 I I FF: �`�/ /C t Y L LO /' EL [� ) ► '' `7 �v I� / e '+\ I X ^'C+ 41 (A / ; Y C WLF Y �, \ 7 � � '' 1 I L Q' /!69 `..� •4 t Q � / `'" ` p IVi V TEST1 1 _` Y C t Y`.� t Y C _ f C t Y t Y .C t ` \ Y`.C t Y`.C t : Y I,�A R r� �� _ � `C, V � `� Y `C` .`c ` 1.`C 2O/5 1�/ Y �, t Y` C t Y`.0 t Y`.� t t 1HOLE J �-- ` Y ,w ` Y ,`C t t` /- Y`.`C t� ` �T t Y .`C t Y .`C t � Y � � 2 �-' W U J I O /T�d AIR) / I Y c t \. WLF FLOOD ZO C C t Y 1t C •C`t C .� t Y C I" Y C t� t t Y C t Y zI / 1 � � t \ NE t Y .Ct t Y Y .Ct Y .� t p 00 \ ` \ 9 b C Y •Ct C C _C -� ` \ �: : ` C C .Ct I O ' -� \ t t tY` C CSollfhold Tovdn ° T� + O I /• F / • r, / Y` OS ce V u, .Yc t` t � '�\ \ \ A E , W J� C t \ \ /,�Y tC ,C N 1Qo V CI tY .� kY• WLF O Bcard Of TR)sfee, + 1 C 1 s >~ PROPOSED Q /.C t \ t=+ v / PROP Z c/tt Y w Y ct t ; Y . _ 16 v J• /•::;:',::. : 6 c� .+ I O'X40'BARN .0 t Y` rn V .:j:'::'.:.,7:.:•: a / �, ,�• ' �, •\ W t „`C 3� - „C t � Y .� t t Y`.`C t ` �:� (n WLF _ PROPOSED t *�:` tc00y tea, `_r t WIDE 1 I 6 `t C C t t C, C t Y Yr tip:Yc,Y�F ,TILIZ ATIO NON-T Y bo:nT.... t - .� N w Y�"`� t VEGE � �Y�Yr < ` LF N BUFFER v LF II `I Q I '°:•F�• 1 - � i`tC.� • /// Q�� 1� W / - -_-_ 11 % , t ; Y .0 t ` C t�`tY`•`f t� tY .`C t Y ' � C t V'1 a l :�.�' %r• .-- SILT FENCING ' Q !' 1 (LIMITS OF CLEARI j IUIp I N ./.::' !► r-F' �,t / WETLANDS � a 8�,f:: /mot r Y` t t p W / z I .�a.l:;- II r t i Y`� Y t � Yi p, / O WLF EDGE OF LAWN F V I LL J .;u�.;:.i /;-�:`r� Y,_� .`rF t � �`Yr <�� ; y POSED IS'WIDE NON-TURF, NO -\�S F /��' 12 IRMA STRI"BAN � I 1 , I ,' WLF / RTILIZATION VEGETATED BUFFER ` WLF 0 Y` f J15 r tY; o 6� 1j \-\ WLF / 20 \-\ _ WLF 74If / �. 13 ,yam..•., .,. 3L EDGE OF SURFACE WATER r• °R� , 0 W E WLF i P ,,, , 2 ° � ,/ WETLANDS M � � o N O / F M x 1 I 3JrO/�0' 3011 W \., Cb KATHR 1p YN HARTMAN �I WLF I ��• - 1 4 � - LANDWARD EDGE OFF 4�• .9 � � - / 1 AS DETERMINED BY SUFFSH WATER WETLANDS � ���,, CONSULTING, INC 0 OMA NVIROMENTAL A MARCH 22,2017 F DRAWN: MH/MS 14 O F p TER - O F N / m N .' ?E 4 � �• ,. �..�,.,. � SCALE: PAM ELA WATSON }' JOB 2/3/2025 F DEVOE BASSFORD ,/ PROPOSED SITE PLAN L, lit I :�A SCHMIDT W K ANO / SCALE: 111 = 401 0t1 ar �`k3R N�' SHEET NUMBER: (VACANT) ' S- 1 REVISIONS: I THE SILT FENCE 390 30 " (LIMITS OF CLEARING) I EAREA _ 42,094 SF S 39 "' 246 . 60 ' �. 147ol ' EXISTING TREES TO REMAIN WILL BE PROTECTED WITH v I " L 10.9 P L FENCE AND G TES TO CODE -- - EL 13. FENCING _ a O ;'; \ — / \ ` P° - �'' (2) TREES TO BE REMOVED d / TEMPORARY �02c � �°F � L,n .� SILT FEI` I'CNG (LIMITS OF CLEARING) � - I TOP SOIL I �'�, O� o O o F2 - - - - - NCRETE z FCC LOCATION '�F°G My2 \ POOL P ATIO --- -_m V / \ `� SHOUT \ / �o�o \��qZC — cY z — GRAVEL DRIVEWAY _ %13HOUSE DRIVEWAY w U � (8000 SF / \ \ GRAVEL URIVEWAY`� \ / �o o �`Gs I °�-76 �� z W - _ _ - � , , / s✓o � � �o BARN DRIVEWAY O I /� J cP, 1 _ M v� �, U cn � \���d ` , " -- � � ' `- 9��� � A °°��� REPLACE TREE sA , s�Q �� " _ S WITH (4) LAC U P � � , / TEMPORARY � �___: � � ;,�_, , a, ` '�.. oA � �°p A-, " "I To CONCRETE � � - o s� NATIVE HARDWOOD TREES • P SOIL V WASHOUT � <2 A 3" CALIPER SIZE �, LOCATIONS ° OR ® 006 OPO V _ SED I/A o ��� f� s / EXCESS FILL TO BE,. REMOVED SE' 'yS� �F c- -BAN �: • \ �,, BY H , o ��� ono, o � o � , °/ -4�� - - AFTER FINAL GRADING OT E OP ' v m •� \ - V / O. e� It - / O 2 - - - - - - - - - r 110 va o FLOOD ZONE 0 _ • -6- LINE — • o-. BIZ/ � � / � - M� 1 - '�. - � -' _ F ,t � � 4 •t- :k..� =,` �p, 0 t, i Rob0 �c0 ' mlup � � L � cWl� e I P (AE �` .�, - WLF ¢ No/ w TEST, HpLE� � _. �- o . t t. 1 � Qi / 1 WLF N M U /� " 9 /� O v / PROPOSED v II 1. 60' X 401 BA i RN ,� I WLF C� 'VO'0� I I / �r 6 m N o as m o _y o SILT FENCING / o I ' Q 1 (LIMITS OF CLEARI ) �� MAR 1 2 2025 UP � U m I Lp , I i I c D WETLANDS Southold town � v `a N .Oi / Board of Trustees o w ca V � , � I � - �`� � � ;� � ' WIDE NON- TURF,- � ;� � � Y .�� �RTILIZATITURF, NO PROPOSED SITE PLAN � ON VEGETATED „ _ " ELF ATED :BUFFER SCALE: � - 20 -0 U WL EDGE OF SU , RFACE WATERU x 0 EL "vV L F OP o <0 35000 , / DRAWN: MH/MS I WLF SCALE: WLF JOB#: ton 2/3/2025 1 SHEET NUMBER: 4140 .............. � .. NDWARD Fnr, p ne _ S-2 1/25/25, 11:30AM DEC Permit ApI, ims OF IppNEW, YORK Department of RTUNITY Environmental Conservation New Search I Or use the browser back button to get to previous page DEC Permit Application Detail Application ID: 1-4738-04650/00003 Facility: Brzozowski Property Location: 34460 Main RD1 1000-97-2-9.1, Cutchogue, NY 11935 Town or City: Southold Applicant: Brzozowski, Nathan Permit Type: Tidal Wetlands Application Type: New Date Received: 09/26/2024 Status: Completeness Determination Due as of 10/11/2024 Complete Status: UPA Class: Short Description: CONSTRUCT SFD AND APPURTANCES AND DETACHED BARN ENB Publication Date: Written Comments Due: SEAR Class: SEAR Determination: Lead Agency: Environmental Justice: SHPA Status: Coastal Zone Status: g Final Disposition: Permit Effective Date: Permit Expiration Date: Stimulus Project: No Other Known IDs: 1000-97-2-9.1 - Tax Map Number (each county) DEC Contact: Victoria A Reed SUNY @ Stony Brook150 Circle Rd, Stony Brook, NY 11790 Tel:(631)444-0365 hftps://extapps.dee.nV.gov/cfmxlextapps/envapps/index.cfm?view=detail&applid=1288574 1/2 i SITE INFORMATION: TRAFFIC RATED PRECAST MANUAL TRANSFER SWITCH/ DOSING PUMP CONCRETE TANK HYDRO-ACTION LOT AREA- 284,983.0 SF 6.5423 ACRES EMERGENCY/SHUTOFF DAMP ( ) MAIN ELECTRICAL PANEL (RELIANCE CONTROLS csR202) 240V40V C CAPACITY TREATMENT UNIT ALLOWABLE INFILTRATION RATE - DISPOSAL SYSTEM FOR FIVE MANUAL TRANSFER SWITCH/ (1 57"0 TO SIX BEDROOM RESIDENTIAL PROJECT FOR LEACHING EMERGENCY/SHUT OFF CB 1 - MM�- - DOSING PUMP GALLEYS 400sf per TABLE 6. (RELIANCE CONTROLS CSR202) - OUTLET TO CB 2 - -- -- RECIRCULATION PUMP INLET FROM DRAIN FIELD ❑ FEMA Zones AE6&X per FEMA Map FM36103C0781 H- PLC CONTROL PANEL CONTROL PANEL&AIR PUMP MAIN BREAKER FINISH GRADE DWELLING 1.� w/HP120 COMPRESSOR IN POLYETHYLENE ENCLOSURE CB 3 - -- - - MIXER PUMP Map revision date September 25, 2009 HDPE VALVE BOX PROPOSED DWELLING w/4 BEDROOM (440 GPD) CB 4 AIR ___ _ PUM - -- AIR HOSE TO DIFFUSER RISER&COVER 34460 PROP SEPTIC SYSTEM FOR 5 BEDROOMS ELEC. &CONTROLS END PLUG ,�-WLF TO CONTROL BOX nCONT;ROL RECIR TIMER ENABLED - (1) HYDROACTION AN50OC-ST(OWTS-550 GPD) E • TO F (8)8,5' LONG x 4.75' WIDE x 2.0' EFFECTIVE DEPTH per FEMA Zone AIR HOSE& ELECTRICAL CB A - - A - Li PANE 5 4 2 -"--" - 76" 0 MAIN ROAD LEACHING GALLEYS(LG) 2.0'Above BFE, min. SUPPLY TO TREATMENT UNIT _ --- - HIGH WATER ALARM OWTS TOP PLAN VIEW (4) EXPANSION GALLEYS(EG) PVC SEWER PIPE,TYP CIRCUIT BREAKER ELEC. &CONTROLS CAN LE "F TO CONTROL BOX LOCATED 1,086.3 SOUTHEAST OF BRIDGE LANE, SOUTHEAST CANTILEVER SPECIFICATIONS: _ � ON MAIN ROAD. HAMLET OF CUTCHOGUE PLATFORM GROUND - -- - Cl 300 BEND PVC PIPE ( ) CB A- 30 AMP -------FIELD WIRING see Detail 4 TOWN OF SOUTHOLD3034 SDR 35 24" HEAVY DUTY CAST IRON LINE OF HOUSE CB 1 - 20 AMP ClCI PIPE LOCKING FRAME &COVER JUNCTION BOX(see NOTE 10) SUFFOLK COUNTY CB 2 - 20 AMP MANUFACTURER WIRING REMOTE LOCATION CB 3- 20 AMP ----------- FROM TO OWTS @ GRADE VERTICAL DATUM - NAVD 1988 CB 4- 10 AMP PNEUMATIC HOSE DWELLING /' TO REMOTE CUTCHOGUE BOUNDARY&TOPOGRAPHIC DATA BY PECONIC SURVEYORS., Finished Grade CB 5- 10 AMP (FIELD INSTALL) AIR PUMP DATED JUNE 08, 2023. Cl 60°WYE WAC RTIGHT FLEXIBLE D H dro-Action Control Panel Detail, 2' Above BFE min. Wirin /Dosin Diagram Detail &RUS h Clean-out Section Detail JO SEAL APPROVED BY Y ( ) 9 g 9y�IE MANUFACTURER, TYP TOWN of GENERAL LEGEND: 3 Scale: NTS 4 Scale: NTS cale: NTS �� E BW- BOTTOM OF WALL CO - CLEANOUT W.F '` S UTHOLD Cl - CAST IRON i "p designed by: COP INV- CROSS OVER PIPE INVERT 34640 MAIN ROAD LANDWARD EDGE OF FRESH WATER INLET FROM OUTLET TO V WETLANDS(IMPROVED,PRIVATE WELL) DWELLING AS DETERMINED BY SUFFOLK I ( G }� B DRAIN FIELD y � DW- DRYWELL a EXIST.WELL 150.0'+FROM PROPOSED ELE TRICAL SERVICE, ENVIRONMENTAL CONSULTING,INC.ON ' \./ DP- DISTRIBUTION POOL i SANITARY SYSTEM CO TROL LINES&AIR 147 .160 DT- DISTRIBUTION TRENCH 00 I BL WER TO OWTS 41 13011 MARCH 22,2017. HIGH WATER O _ C ALARM FLOAT K PROP.WATER METER 246 6 //� , { EL- ELEVATION , C NTROL PANEL S 39 -�_ 13A` ` I II \ . \ &SERVICE LINE o�� �---'� _ 9, EG - EXPANSION GALLEY I - n (s a Detail 3&4) _ o ____ - 98 / ` RECIRC.TIMER PROP.ELECTRICAL/COMM. (see Notes 14) 39On/) oo E ,�-- �- - __4,1,_.0 - - \s n 0 EP - EXPANSION POOL / G'-t ; '"�_"-a^' 8° ENABLED FLOAT METER&BURIED SERVICE \ / -� PROP.1STORY, - 'lZ=^ --r ,/ CUTCHOGUE UNION FREE SCHOOL DISTRICT H1. _ xi ET- EXPANSION TRENCH LINE ; - 4' PROP.7 CLOSED LOOP `` - HYDRO-ACTION GARAGE on/SLAB + GEOTHERMAL WELLS - 10// (IMPROVED,PUBLIC WATER) F• ca .. EXIST- EXISTING I 1a9' FFE 12.0'� '- . " ` \ r� Uri " AN50OC-ST OWTS FFE- FINISHED FLOOR ELEVATION i (see Detail 1) "� GFE - GROUND FLOOR ELEVATION ---- \ ` \ GSF- GEOTEXTILE SAND FILTER - - - - ,,, 3 / \ __-- HYDRO-ACTION tea` 4 _ PROPOSED s so. / \ HEGE - HIGHEST EXPECTED GROUNDWATER ELEVATION - _ PUMP BASIN \ GRAVEL / -/•,,. °MIN. ` 0 �0 ' INV- INVERT _ }_- - (see Detail - DRIVEWAY �° / \ 1 � ��DR << 12•6' 1 4�/ \• s, LF- LINEAL FEET -I-- ---- _ _ - _ _ Q�eP .�- _L_---- - - I :. v _ .�- ___ EXIST.WELL LG - LEACHING GALLEY ' - '== -_ ------ ___ - -� / _ E�asT.waTERSERwCE.�- �,- - EXIST.OVERHEAD - --- - - _ _ '� �Qi - - __ N -�.�. I TO BE USED FOR ` 12.20 41 1 6ed m LP - LEACHING POOL I ELECTRICAL SERVICE/ - _ -- ____ - LINETO REMA \ __ IRRIGATIONS / 2 \ &COMM.TO BE / __ / / .\ \ \ ` �' 72O 1 OWTS SECTION VIEW MAX- MAXIMUM o REMOVED / 400 - �,v, // / �� ' �� s.e' �- S 26° 1 11 \' 3" THICK BED OF COMPACTED 33 Flying Point Road,Suite 124 MIN - MINIMUM I / "-� 2 OWTS - ONSITE WASTEWATER TREATMENT SYSTEM PROP.ELECTRICAL/COMM. r<, "" ,° ° .° �9 �.`. 12.8' \ `� OD E SAND. MAXIMUM TOLERANCE Southampton NY 11968 POC - POINT OF CONNECTION : METER&BURIED SERVICE �-I ° ° , ° e \ - _ \, --? Tl - / , LINE _ � � � � � �- �- OF t1/4" IN ANY DIRECTION PSD- PRESSURIZED SHALLOW DRAINFIELD p I FLOOD ZONE - "- "- J'- } \ a��°� PROP,MULTI STORY, - / •�',..r'�'�p.`, _� ,`- 94\ / '�►•L_ 631.702.3435 TYP-TYPICAL r� 'ram rEo 1 r� ' - - - _ 4-BDRM DWELLINGF ••"' �%' ITEM DESCRIPTION for AN500C OWTS info@eecoords.com Q 1 (X) DISTRIBUTION BOX .w/BASEMENT-��=- - -�` - ® % O PROP.WATER METERS /see Detail 7)' • / •�"'� -FFE 14.0', • -` TW-TOP OF WALL Q Ix &SERVICE LINE / - �- - - �-VOLUME z (see Notes 14) PROR ELECTRICAL/COMM. FLUSH - _ `___� �.`-/-� •`, , A TANK AN500C 245 NITROGEN REDUCTION Q w / METER&BURIED SERVICE �sy 4, CLEAN-OUT y -. = • � \� �.�- F ";,F QF NE _ a t (see Detail 5)- \ �, TANK, AN500C 245 PRETREATMENT, PRECAST .�E W yo Oz I '�,,` °`� B CONCRETE MCP' N 'Q Q I SINE FLOOD ZONE , �°�c�, � �"""" •.,^-• \ � A BY®TEST HOLE LOG � -. ''� °' (AE6) � °�t �9 �/ ' . . w F--•,•.,,,,,•.', ' �.-.-„�_ �.-.� ++ ,� DONALD GEOSCIENCE I / / '�o ����'o � 'Oo ANDWARD EDGE OF fRESH WATER "� I C COUPLING, 4 SDR35 PVC SXS w 'r �; °sr cs `pis .� �+- ' -- D ASSEMBLY, RE-CIRCULATION 245 COMPLETE DATE: 04.02.2017 o WETLANDS WLF \ NON-DISTURBANCE BUFFER H- _ FLUSH / 4° F� ELEV= 5.4t 0.0' i,., AS DETERMINED BY SUFFOLK umrrsofcLEARIN°acaouND r_ � Q u J CLEAN-OUT hcT • . \ DISTURBANCE E PIPE 4 PVC SDR35 " W `�; - �� ENVIRONMENTAL CONSULTING,INC.ON �..,, \ n W (see Detail 5) ties MARCH 22,2017. - J _ F EC50-30-L-100-PLC see DETAIL 3 Dark Brown Loam (SM) U 1.0' -�-!A G PIPE 4" PVC SDR35 �9�59 TEST uFF c1G O WLF \ U 78 m HOLE / ,� NGEeGPGV/ �c? „ •`� H PIPE 4" PVC SDR35 A Brown Silty Sand /e.� $ o�g�`'a�Pei �`�ti �'-.� C� O I TEE, STRAIGHT 4" SDR35 �OFESS01 w/Heavy Gravel (SM) II / / NGN QFG_\1P F _ _ _ _ _ _ 2.7' (EL 2.7' _ _ .I \ 1 JMs ��% / W°F `� �, �.-�'. o L6 J PIPE 4" PVC SDR35 _ _ • - - - - - - Water in-Brown S ff Cana - - - �, � N K EFFLUENT FILTER GENERAL NOTE 13 & DETAIL 6 w/Heavy Gravel(SM) 3.0' (EL 2.4') , / ( / . `"-- �•-•'"' N per USGS-LI 2010 i \ PROP.1 STORY, BARN on/ W ' WETLANDS HdrO-Action AN500C- T WT D p i / / /- �` --�.' CO 1 y S O S etails �y / / ��- •FFE 5 ODROOMS/ELECTRIC HEAT) � •. Water in Brown Fine to �� SCALE: PER PLAN /V Scale: NTS Coarse Sand w/Heavy ; I ( 1�• PROPOSED / OO . 2�° 61 WETLANDS JOB NUMBER: 24-045 ( ) GRAVEL /. / ��•;f O Il Gravel S DRIVEWAY / - O :W` `, t/ O 33780 MAIN ROAD 444. V I/ , ° ,J O (IMPROVED,PUBLIC WATER) 0 0 1 �` 395 HARVEST LANE ( CONNECT TO \� \ i (IMPROVED,PUBLIC WATER) BUILDING SEWER 1 / I' I 'r ''�� PL-122 HOUSING III�� �I'E' •, ae PVC D3034 W - - - 65' PART NO.-30142 POLYLOK 20 ° I II 4 CLIPS TO RECEIVE PART NO. MATERIAL - POLYPROPYLENE DISTRIBUTION BOX SDR 35 Iiii) ater in Pale Brown Fin / 1►F N 35 00 30 W 30142(HOUSING) COLOR-WHITE „ 24" MIN• to Medium Sand (SP) '� ' I - S E RISER& 414.800 34100 MAIN ROAD SAFETY GRATE WATER LINE A PVC WYE W/ (VACANT) a TO OWTS INLET �;I `N N OPENING THREADED CAP � II I4. . ... Pro osed Se tic Site Plan 4-1/2"DIA.POLYETHYLENE BALL CAGE TO ALLOW FOR u - HERMETIC BALL 2.62"TRAVEL OF BALL FROM OWTS - O I". CAST IRON PIPE Scale: 1 - 50 ft 13.0' ', FRONT VIEW BACK VIEW - TO LEACHING FIELD Cl TO PVC 4"!0 INLET PVC PIPE ULTRASONIC HOUSE ADAPTOR ills, . 24°X 72" WELDED JOINT 6 r PROVIDE SPEED II�II NO DATE DESCRIPTION S=0.0104 MIN RIB BASIN O LEVELER ON GENERAL NOTES: 4"x 24"0 PRECAST EACH OUTLET '� EXTG. CAST-IN-PLACE 56' CONCRETE BASE " ''' CONCRETE FOOTING DESIGNED BY: EAST END COORDS. _ 1. HYDRO-ACTION AN500C-ST OWTS. SUFFOLK COUNTY HAS PREAPPROVED A GROUNDWATER PENETRATION Ni��, CONDUIT PIPE TO PDS TOP VIEW BorroM vlEw � �`�)1,�';I , " OF 4.5' FOR THE PROPOSED I/A OWTS WHERE ONLY 4.0' IS PROPOSED. DRAWN BY. AMH TO CONTROL 2. THE SEPTIC DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. PANEL 6 Effluent Filter Section Detail 7 POIYIok Distribution Box Detail 2 Clean-out Section Detail @ House THE CONTRACTOR SHALL PROVIDE PHOTOS OF THE AS-BUILT INSTALLATION PRIOR TO BACKFILL WITH ALL PUMP BASIN PLAN VIEW Scale: NTS Scale: NTS Scale: NTS COMPONENTS LOCATED AND DOCUMENTED. DATE: JANUARY 21, 2025 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF 24"x 72" HYDRO-ACTION 24" ROTOMOLD COVER 45.0' DRAINFIELD PUMP DOSING (HYDRO-ACTION PUMP) SCTM#: 1000-97-2-9.1 HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. RIB BASIN (AKP20030) HYDRO-ACTION AN500C BUOYANCY CALCULATIONS SOLID LID w/GASKET NORMAL OPERATION (AKP60190) 40.0' I � I _ DOSE VOLUME- 22.56 GALLONS BUOYANT FORCES SCDHS REF#: R- 4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF CYCLES - 550 GPD/22.56 GAL= 24 CYCLES PER DAY VOLUME= 39.7 SQ FT X 4.0 FT= 158.8 CF HEALTH. WEIGHT OF WATER= 62.4 LBS/CF CONDUIT PIPE TO INSTALL 1/8" HOLE @ � BUOYANT FORCE= 158.8 CF X 62.4 LBS/CF= 9,909.1 LBS 5. THE SEPTIC DESIGNER OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. CONTROL PANEL BOTTOM OF DISCHARGE 35.0 ! j ASSEMBLY ISTRIBUTION BOX, 3,OLF 4" PVC PIPE D3034 SDR 35 RIM EL= 7.3' ANCHOR FORCES 6. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE 4"0 INLET PVC PIPE 30.0' ! INV IN= 4.0' DEADWEIGHT OF TREATMENT UNIT PROPERTY OWNER SHALL BE PROVIDED TO SCDH.THE MAINTENANCE CONTRACT SHALL INCLUDE THE S=0.0104 MIN TO DRAIN FIELD @ S= 0.0104 MIN. DE-ENERGIZING MAINTENANCE OF THE I/A OWTS, CONTROL PANEL, PUMP BASIN & DISTRIBUTION BOX FOR A THREE YEAR MIN. B PIPE w/PIPE REDUCER (PITCH INV OUT= 6.45' WEIGHT OF OWTS = 17,000 LBS (_ BOT EL= 6.28' SEPTIC HYDRO-ACTION TOWARD D-BOX) 17 FACTOR OF SAFETY= 17,000 LBS/9,909.1 LBS = 1.72 ; 7. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. DISCHARGE ASSEMBLY 25.0 LEACHING GALLEYS- INDUCER --� UNIVERSAL FLOW HYDROACTION AN50OC-ST OWTS INDUCER RIM EL= 7.3' FIG EL= 8.2' I 8. NO HOUSE TRAP SHALL BE INSTALLED UPSTREAM OF THE VA OWTS IN ACCORDANCE W/SUFFOLK COUNTY = 20.0' INV IN=3.56' HYDRO-A - INV IN- 6.37' 20.0' iFEB - 4 2025 SITE PLAN DEPARTMENT OF HEALTH RECOMMENDATIONS. THE OWTS SHALL VENT THROUGH THE HOUSE SEWER PIPE, c`ry CTION 'i I - `' ` ORENCO DISCHARGE PUMP INV OUT- 3.22 PUMP BASIN (COVER: EL-4.7 i NO ADDITIONAL VENTING IS REQ'D. IcoveR:1'MIN./r MAx.I z MODEL- PF200511 HH EFFLUENT BOT EL= -2.2 RIM EL- 7.3 HYDROACTION AN500C-ST OWTS 9 _. 9. OWTS SHALL BE TESTED FOR WATER TIGHTNESS AFTER INSTALLATION OF CONCRETE UNIT USING A METHOD _ (Demand-Dose Controls 15.0' INV IN= 4.4' 15.0 _f 1 rn o CLEAN-OUT 8.OLF 4 PVC PIPE RIM EL- 7,3' OWTS CASTIN-PLACE CONCRETE FFE = 14.0' INV OUT=4.1' D3034 SDR 35 @ CLEAN-OUT INV IN- 3.56'APPROVED BY THE MANUFACTURER. DEADr (see DETAIL 5) _ 1.34' = _ _ see DETAIL 5 ' 10. 9"X 9"X 7" DIRECT BURIAL JUNCTION BOX FOCUS DBS-97-JB. PUMPMBAS NAN OINSTALLATIURED OONTO 3.0' 10.0' BOT EL- -I S- 0.0104 MIN. 10.0 ( ) OTOELT 2.22 p PUMP BASIN SECTION VIEW LU ti Q 11. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO I=H., Eo z 00000EH EEC=0 HE FFE - 6.0 Z J � COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES IN - - - - - - - - - - - oo _ o000000 • o00000o rJ O - -: Q Z ITEM DESCRIPTION for Hydro-Action Pump Basin 5.0' - - _ _ - - Fj HEGE WATER 2.7' _ _ _ - HEGE WATER 2.7' - _ c=j z THE INVERT ELEVATIONS. INV- 5.4' - - - - - - - - - - o00 - o - - - - - - - INV= 5.64 • =- N per USGS-LI 201 O'v per USGS-LI 2010 Q a) 0 FLOAT FUNCTION 5 5LF 1.5 HDPE, (see NOTE 12, DETAIL 2 (see NOTE 12, DETAIL 2) _ 5.OLF 4" PVC PIPE U.U' ) 12, MAINTAIN A POSITIVE SLOPE TOWARDS DISTRIBUTION BOX TO ALLOW EFFLUENT TO FLOW BACK TO PUMP BASIN B PUMP ON L SDR 9 PRESSURE PIPE 48.6LF 4 D3034 SDR 35 D3034 SDR 35 @ 0 IN BETWEEN CYCLES. R PUMP OFF @ S= 0.0208 MIN, (2.0' CI+ 46.6' PVC PIPE) S= 0.0104 MIN. (See Note 12) 100.OLF 4" D3034 SDR 35 "- 13. THE EFFLUENT FILTER SHALL BE INSTALLED DIRECTLY UNDER THE ACCESS COVER FOR EASE OF MAINTENANCE NOTE: PUMP BASIN MUST BE PART OF THE O&M CONTRACT @ S= 0.0208 MIN. (2.0' CI+ 98.0' PVC PIPE) NOT A DUAL PUMP 0.0' 50.0' 60.0' 70.0' 80.0' 90.0' 100.0' 110.0' 0.0' 90.0' 100.0' 110.0' 120.0' AND REPLACEMENT. per DETAIL 6. FOR MAINTENANCE,SINCE U Hydro-Action Pump Basin Se tic Site Section @House 14. MAINTAIN 4.5 OF COVER MINIMUM OVER THE PROPOSED WATER SERVICE. 6 Y p 7 p $ Septic �i�teSfte�clion @ Barn S.C.D.H.S. StampScale: NTS Scale: 1 " = 10 ft SCale: 1 = 10 Scale: Actual Size C' �C �'' REVISIONS: SM DATA 8'-0"MAX. C.to C. PROPERTY: 284,983 SF 6.5423 ac 1 STORM WATER MANAGEMENT DETAILS L' PROPERTY WETLANDS: 7,300 SF BUILDABLE PROPERTY: 277,683 SF 6.37 ac GRADE Zw w I z w ESTIMATED AREA OF 100%RUNOFF AT DRYWELL DRYWELL S� LOCATION: SF AREA: �7 w 42,094 SF 2"RAIN PER HOUR PROVIDE: CAPACITY: � � j y� � i• � � � �w� GROUND DISTURBANCE: _-_-_-_-------_.___-_--. NEW ROOF AREA: 3032.9 SF 506.5 CF (3)8 dia.,4'deep 169 CF ) 1 f PROPOSED POOL; (1)8'dla.,4'deep 169 CF MIN, Y 1 y 7 PROPOSED: AREA LOT COVERAGE: \ TOTAL:1368 SQ.FT. (2)8'dla.4'deep r 0� 1ST.FL.HOUSE ENVELOPE: 1,631.4 SF 0.59% OGEE GUTTER-STANDARD S" �O 2ND FL.OUTSIDE ENVELOPE: 47.4 SF 0.02% m ,\ NOTES: ')kQ A)EDO NOT PERSPECTIVE VIEW GARAGE: 780.0 SF o.zs°�D - ,\ A).DO NOT BEEN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. „ .. .. 2).PREPARATION: NORTH-WEST LNDG 1: 40.0 SF 0.01% ` A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. •., 1 B).PREPARE SIRFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR STA1 R: 46.4 SF - I ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. NORTH-WEST LNDG 2: I S.O SF O.Oi°/O a ❑ O Q.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 36" MINIMUM 2 x 2 _ ^I METALS WITH PROTECTIVE BACKING PAINT. NORTH-EAST LNDG: 12.0 SF 0.01% 3.INSTALLATION: FENCE POST ® MEI , A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. BREEZEWAY: 80.0 SF 0.03 1).GUTTER TD BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND WOVEN WIRE FENCE 2ND,FL.BALCONY: 234.7 SF 0.08 ACCESSORIES�ELB).AL MRM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT (6 x 6 - 10/10 W WF) CONNZroRS. OUTDOOR SHOWER: 16.0 SF 0.01 i 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED,SEAL ate„ SKY PLANE CONNErnDN WATERTIGHT. FILTER CLOTH o DRY WELLS TO BE 10'MIN. 4).PROTECTION: RAISED PATIO: 560.3 SF 0.20 AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLE'TIONOFPROJECT. N STAIR: 30.2SF B).TOUCH-UP, OM LEUPP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL StOPF CHIMNEY: 11.5 SF e ° BILCO CELLAR ENTRANCE: 42.2 SF EMBED FILTER CLOTH GRACE AC MECHANICAL UNITS 25.0 SF MIN. 6" INTO GROUND Z PATIO ON GRADE: 3,659.0 SF 4R � :o O.D.KITCHEN: 36.0 SF NOTE: POOL: 648.0 SF 0.23% TEST HOLE DATA MAXIMUM DRAINAGE AREA SPA TUB: 100.0 SF 0.04% MCDONALD GEOSCIENCE 1/2 ACRE / 100 LINEAR FEET 04/02/2011 HOUSE DRIVEWAY: 8,000 SF - W o SECTION DETAIL BARN DRIVEWAY: 3,500 SF EL 4 SILT FENCE DETAILS POLE BARN: 2,400 SF o.s6°iD O DARK BROWN LOAM CONCRETE TO REMAIN: 498.0 SF TOTAL: 22,413.1 SF 2.37 ^ BROWN SILTY SAND WITH HEAVY GRAVEL SM rTF-� DEMOLISH AND REMOVE: W EL. 21' ------ 2.7 FOUNDATION: 1,760 SF C) WATER IN BROWN SILTY SAND WITH HEAVY GRAVEL SM O FOUNDATION,STAIR REMAINS: 43.0 SF a 31 TOTAL: 1,803 SF - O WATER IN BROWN FINE TO COARSE SAND 0 WITH HEAVY GRAVEL SW METES AND BOUNDS: SURVEYOR: PECONIC SURVEYORS �S DATE SURVEYED: JUNE 8,2023 �S SCTM: 1000.97-02-9.1 JOHN B.BUSH JR. (WELL I50'+/-) WATER IN PALE BROWN FINE TO MEDIUM SAND SP FLOOD ZONE: AE 6 1 X o UP t`O ELEVATIONS REFRENCE: NAVD 1988 V I 13L �Q I I ♦\ _ S 390 `T1 ' 3 O" E NOTE: WATER ENCOUNTERED 2.1' BELOW SURFACE WLF LANDWARD EDGE OF FRESH WATER WETLANDS 19 G� $ 39° 2-4�'Q " E 2 6.C7o' 14'7•1 6' AS DETERMINED BY SUFFOLK ENVIROMENTAL _ ]� ESTIMATED EXCAVATION AND FILLFCALCULATIONS W I EL 10 9 /' -' _ ------ --171 O"' '�� g- � EL 13.0 * S 7 0 CONSULTING, INC. ON MARCH 22,20�7 LOCATION: EXCAVATION: FILL: G A ♦J /�rP �' '; ' LOCATION: AREA: _ ! 3, l HOUSE FOUNDATION: 625 CY 300 CY �\♦ �'�F,a �o• / OL O •'�.TEMPbRARY.;A �ey', •.�. POT • Po P �� in \� / RAISED PATIO: 16 CY 125 CY PROPERTY: 284,983 SF O _ U `' WETLANDSLANDINGS: 6 CY 2 CY Z = w ---•-------ynLTFERCIAIG(LIMITSOFCLEARING) -\_ • �J/ ;1' TCjP'SOIL IQm� pt b��, rn �b\ O / UNION m ;r. ` ' c' sHout 1F,�oCAngN.' .J. hl ^� ,,d �' O2c �C N FREE CHOOL DISTRICT OUTDOOR SHOWER: 2 CY 1 CY WETLANDS: 7,300 SF A x= Z. GR VELD_ IVEWAY, GRA El.ds�� lA - •`' • D9 a\2 Q w lJ �' �; le600sf) �_ `�' Iv.� �" ;,�.�.,.�. �ti. ` P �C� (PUBLIC WATER) CT I POOL: 350 CY 100 CY BUILDABLE PROPERTY: 277,683 SF ,'L , I- ;;', \,;,' �':; _ , �; �1 "":...`- 0�0 sue\O HOT TUB: 50 CY 20 CY (280-207d)GFA PERMITTED: 7,876.83 SF Q W O "' .'�F� . - ''' �� SANITARY SYSTEM: 320 CY 200 CY v r IUP I ♦ f'TEMPORARY , • \ ' 1 ~ EXISTING FOUNDATION. 50CY 7 CY ` 2 DRYWELLS 65 CY 38 CY Z ` �Po \9� 5 1ST FLOOR: 1,600.0 SF 1 TOP SOIL L CONCRETE T�`Y: `O '�- G�' ` r ., a \ \� i ' ' ' ` •9 IWASHOUT1 , F " - ` ♦J �/ CONCRETE REMAINS: 2 CY 4 CY z U Tom,, Lt LOCATION 1."•yam �: ` 1 �c �, �\ �` WLF 2ND. FLOOR: 1,424.4 SF • :'' ( ^'NEW GRADE ALTERATIONS: 300 CY �. L - -PROPOSED I/A ►PF�°' w �' ' ^ _ J R TOTAL 1,645 CY 1,165 CY TOTAL GFA 3.024.4 SF O M z IM ® F , ZONE SEPTIC SYSTE�A p{ ►�o�sooti..�... ..".:t '°�`b a ' '„} �• '�% �_ 11 O d U \ _ l I / �/ BY OI / O �� i D.;. ES / 4� p HE I FI �s F _ �, I / m 4 �tio:•:, >oti4O // \ ,/ c �a ♦ Q %��♦ ,' NOEL. 72.6 // \ U LonCn �ya� ♦ o � � _ EXISTING \ I \ `/' > �� s , WELL •�- (r % -N ' \ ` 1 • �O • �/ \ WLF FLOOD ZONE L p -- \ _ _ ____ LINE \ •�P� _ _ - - _ JU -�Rl dB- - - - - r -----TF-C` r t t O 17 EL. 12.6 �]_ Y Y` t Y C t Y .� t t �F; \ (� Q to ' Y .( t Y .0 t Y �C'�`.- 9,8 I 11 OO C 01 o I I ' FLO / - � = - - ��- - t `� t ,�`.� '`� ,�\ F�Oooz ���e e `�� m N o 77. /UP , 1/ 1 I • " (A / Y .0 �' - WLF t Y , �`�. A \ EL '•4 "\ Y 72 2 0 Imo Q\` � [n � O � 1 1 V S� !6. •.�., Y �' '�, aC t Y`.,aC t � .f t Y .� � � Y` t a/' e-I `. V , I I Z �,/ .>' _ar, t '7`}`, Y .tC t C .0 t t /� t F Y •�`t � Y .�C t ! \ , Y`.0 t � Y`..�C t � Y .:C Q e-4 X O t" V TESTIIIOLEI w �, m Ua En GC �' -�_ �-�-Lt- •J /C. / Y `c z 0I w �� /�P / IY e t �, WLF FLOOD ZONE C t Y`w t� Y` Yr t�"tY`_� t� tY Yr <� ` \ \ �tY er t� t ; Y .e t Y Yr t� Y I, ' ` - ` Lea e, II / 1 O / mF• L3 / CtY OS �'\ 9 NE b t � ` \ � tY C <� t Y .Ct I 6^So ` O (AE 6 >, ` ) WLF m PROPOSED IZ moo, t W , Y`. Y' 16 O L� Y`-\C t ` Y .at' t ..,.O"\C t ` Y`..aC t � :r .:.. 60'X 40'BARN I V� .r y O.:j...',:.. _ ::'.:':.:' \ <. _ t� t Y .C t Y`.C t Y t t .h Y` f t Y` c7NV mom" 1 ...•. r.. �J / � � '\ Y .`ct ; Y`.`rt Y �•`,.� �;.`rt , oo .c 4f I :';'•.:...K;.,.: f t Y �O \ Y .0 t Y .rC t _ �ROPOSED 15' NON- WLF i~ v Q / t 6 t , Y` f v ` Y'.C t -t .r t Y WIDE BUFFER I V w CY`.rt;.Y`-ct Y _cFt NVEGE Y ` TILIZATIO I z1 !' ► V t� t ,i \`' ,_ LF V ` 1 � c •'.:�i' ► I t Y` / V _.�1� / ' _�-` 11 '� - r; Y`\t t F�'Y� t � Y`.tC t Y`.� v` •Y I II ':.!' 1 _ Y`.0 �O V' WLF / :':':'(;. _ I` C t / `P I O j .�,:�."' � _- SILT FENCING ' 4 r" 1 (LIMITS OF CLEARI r• �� ,' �.t / WETLANDS \o��FT l OD I 1 I ��',{< If Y .c ty�y' �' P / O \ WLF ED A / / O H POSED 15'WIDE _ �IAO� GE OF L WN i N F u O 1 v , 12 IRMA STRIIVIBAN u 'FERTILIZATIONNON TURF, NO � W � \ WLF � WLF / VEGETATED BUFFER � OO (� 15 1 I I t Y` / 2 // \ W 1 WLF / V '_.._t� .. E tK �" EL. -� - - - F E B - 4 2025 h1 F. O 2.8 WL EDGE OF SURFACE WATER l/� O YE t `r i / WLF P� 2 �' 0 WETLANDS o uj N 0,1 ► it (0 N O x 35 / 00 30 WWLF F 0 KATHRYN HARTMA LANDWARD EDGE OF FRESH / ' AS DETERMINED BY BUTTOCK WATER WETLANDS ENVIROMENTAL I CONSULTING, INC. ON MARCH 22,20 DRAWN: MH/MS N O / F / �' TER O F ;' SCALE: os PAM ELA JOB#: F DEVOE BASSFORD ,/ PROPOSED SITE PLAN WATSON ) 2/3/2025 SCHMIDT \)V K A / SCALE: 111 = 401�011 P;22-AVA0 SHEET NUMBER: (VACANT) / S- t REVISIONS: I ' -------------____---- ` -- / THE SILT FENCE (LIMITS OF CLEARING S39041 ' 30 " EAREA = 42,094 SF 390\ ,_, 24! -- 0,Q1" L� EXISTING TREES TO REMAIN _ WILL BE PROTECTED WITH I EL 10.9 - - — - _- — - — - — - �P L FENCE AND-G ES TOCOD� —� E FENCING /� _ L 13.0 :: OL O TEMPORARY �`J% - ;�a �,� Po P � � V O — — — - /SILT FEf4'C IG (LIMITS OF CLEARING) \ ` ® F�'d/ ` I TOP SOIL I ��� D; a � O pp� r 'd `` o\;c (2) TREES TO B E REMOVED Z u ._ tW — - - - /- - - - - -�` - - - - - - - - - - - - � - -� FwCC, LOCH � O m �� o nn �<�,��, cc F.--� —I ` NCRETE LOCATION / F G S2 ` `2�/ POOL PATIO u Z _ , GRAVEL DRIVEWAY \ ' SHOUT �02�� W \ \ �800o5F, �' \ GRAVEL 6RIVEWAI � , , - , \ . , _ _ . �a -pz �s<�sy F° 20\�� HOUSE DRIVEWAY a � °o BARN DRIVEWAY O © \ '��, , - co , sf ,° �V, REPLACE TREES WITH (4) a/ UP / TEMPORARY \ ,::_; ;� , , o o °p I T CONCRETE - - < ° s �� NATIVE HARDWOOD TREES OP SOIL I WASHOUT / ! o �n / \ U ,��� LOCATION / ,;;; - .� , ��� 2a �`� ` A 3" CALIPER SIZE PROPOSED � � moo- o so v I �L®� SEPT _ /A so , of ��o - / �rXCESS FILL l BE F�, d - - / ZONE I C S�'STEM- I OL Z / \c o �°� �,�`�` 9G o � - ¢\�C,1 \ z AN - o o I BY OTHE °°��`�� �°> >, o ��° Via:,,. 9 ��° AFTER FINAL GRACING V \ —I z' e'-y" y 8,6„ � � . �°� •0 1b a , 'O ' .p 96, GF,A — — '� / H — _ .r \ cp loe FLOOD ZONE - - _ a' - - - - - - - - - - - - - - - - LINE ' \ � ,���� _ - - ='--� �_ , �a� �'_�.- .���. - � 9 - - - - __ __j- , �-_� - , o' ��z/' / �` _r —4 ;' . 1 �AR1►v '�i O _ 'G K —. -- k \ s v� lk v� *v� \ v� Y �\ � �s \ v� ��s �(� v� .,1 — A v �yy v� k ( R lk 4 FLO 011 lk \40 0 co I I I 4. ' / /� kY v •�, L W Q o I �, C , , _ LF Q Q/ I / 6 i 7 _ , 4 �/� V1 TEST/ HOLE, I W '�/ '�- 4 - - _ ,/L � -� _ Oro V E-L-t 5 ,� /,,�. , I - � x ,�� _ WLF N M V / � 0 � a. / 9 V lk V / i I V \ Y \ \ * I y <C. I PROPOSED z v� I 60' X 401 BARN O lk V{lLF I I I � o V Lno LJ _ �.� `V A WLF / � .'. _._...-1'�7z w O / O }. l SILT FENCING k - � FEB 4 2025 : (LIMITS OF CLEARII�.�) � � .,� •..,., r: - ' , � cu of" lk lk lk WETLANDS (u w ',,;.+m. .. / z O I I II � v \ k � v \ `` � 4 � \ l 4 y / • / / ` _ _ _ t - ..... _ _. ..-__. ' � T] v P POSED 15' WIDE K ON TURF ,v V / ' RTILIZATION NO PROPOSED SITE PLAN VEGETATED ET ,� _ , WLF ATEp ;BUFFER SCALE. - 20 -o k Q O II v \ ( � _ TER lk lk k WLF Ds EDGE OF SU RF � ACE WATERU x � `� / 3 ;ice ,. ♦ � O WLFUP I ' ' 2 - . O Y 351 01 �� � � MCA 0 DRAWN: MH/MS W�F � +- SCALE: JOB#: 2/3/2025 1 #► SHEET NUMBER: I 140 LANDWARD '^j(/� C F f /l . I"� r1 C r n r- i s _ _ S-2 S.C.T.M.# DISTRICT 1000 SECTION 97 BLOCK 2 LOT 9. 1 M \ U. . ° ��1G� 36�• •\�b - l$4� � LARD N/F OF 0 QO_ 18"MAPLE 36"MAPLE t1 JDHN B BRUSH JR 18"SPRUCE 1O \ ePy�� F TREE o 12-MAPLE ° 10'. Q o ° -- 14 •I /`\O / \ G 12 18"MAPLE •� C'O,' U.P. _ J `' PN\a /,•�.•�• \ 6 \ 1O6"MAPLE '�✓n 101 8 NPNG 0 \ • f /'`\� '\ MAPLE CLUSTER Z 18"LOCUSTI£ 18"L CUST REMAINS OF CONC ALL l�\. '\° STEPS U.P: �' P 12"LOCUSTO• ® I ° 24"LOCUST n ••j���•••••• ° 18"LOCUST 6 \<y / ° 12--LOCUST l\ -6 4 `�- \`--\ % "F ESHWATER WETLAND BOUNDARYAS \ \ DETERMINED BY SUFFOLK ENVIRONMENTAL CONSULTING INC. -�- \��� 10 /•' REBAR �\ MARCH 22,2017 '- _ --- .. \ \\ X (AS SHOWN ON PREVOUS SURVEY) \\ \�-_ -- X X X X X X X X X ` \ \'� 6, LAND N/F OF \ '\ �t4 X L x X ( X X X X X X X 4 \ 1 /� DEVOEBASSFORD \ �/ X �? X X X X X X X X \ X X X _-?4��))X X f X1 X X2� 1� I \ x x ` x x� xrx �; x x x`\ i �. x x_ -Jx x x x x x 1 X X X X X 1 1 ` 1 mn LAND N/F OF X X X X X X X X X X 1 1 1 m UNION FREE SCHOOL DISTRICT 9 `X, _X X X X X X X X X X 6 4x x x x x x x x x x X \ X �x X X X X X X X X \\� \ ��� 12 X 1 1 `\X X X X X X X X X X X X X X ,< X X X X X X X X <7 X X X X X X X X 1 \���2 10 X X X X X X X X X \ ` t / X X X X X X X X \ �`�' 12 0 % X X X X X X X X \ � � \1 0 ` 0 N 8605230" W X \` \� 170.00, \ 8 \�' 10 X 4 X X �\ 1 LAND N/F OF HARTMANN REVOCABLE TRUST X 12 �Q o_ X X Z X :OG 11.5'E X X \20 < `\` ` \ 1 ELEV. 5.4' X \ / ( REBAR 1 FRESHWATER WETLAND BOUNDARY AS DR BROWN \�\ DETERMINED BY SUFFOLK ENVIRONMENTAL CONSULTING INC. OL LOAM 1'0' X 1 10 1 MARCH 22,2017 I - (AS SHOWN ON PREVIOUS SURVEY) BROWN cX SM SILTY SAND 1 �•1 � l o HEAVY GRAVEL 2 7.WATER IN -HIGHEST EXPECT.WATER EL 2.7 X X ( \ \'\ "-/ 017. X Sm BROWNSAND SILTY HEAVY GRAVEL 3.0' m.__4_._,.. .., a..._ X , \• \- \ \ I I X WATER IN BRO `t X \ .� ` F SW FINE TO Xi \ 1 \ 01, \ COARSE SAND HEAVY GRAVEL 7.0' IN \ I x WATER NE TO ALE F E B — 4 2025 P ' ,/ X SP MEDIUM SAND �. X \ \/� pO� I ' � � X 73' _ S X 2 I 04/02/2017 X 1 \ ri��° X McDONALD GEOSCIENCE X X\\ \ g X FEMA MAP X X \ •\ � �-� I x X 25 / X EFECTIVE 09 UPLAND AREA: 211052 S.F. or 4.85 ACRES Sq. Feet / /2009 X m 6 i 2 AREA:284,983.21 SQ.FT. or 6.54 ACRES ELEVA77ON DATUM: NAVD88 X X X \ I UNAUTHORIZED AL TERA 7)ON OR ADDITION TO THIS SURVEY IS A VIOLA 710N OF SECTION 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COP/ES OF 774/S SURVEY X X \ \� ,�.41 x/l MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN X \ ��_ ONLY TO 774E PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77WON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS777U770N, GUARANTEES ARE NOT TRANSFERABLE. \ E P THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEYARE X X X \`- _�_�� / pN x NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDI77ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 2. _ 1. X-2\y AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SJRVEY X N X SURVEY OF:DESCRIBED PROPERTY ;\� NEW - I CERTIFIED TO: NATHAN BRZOZOWSKI; X X x ^25 oOX X MAP OF: �P ��N ^�)O�c O,O �� X X FILED: t �� 100�� ` X x LAND N/F OF Y X �j6 SITUATED AT:CUTCHOGUE -- „ O DON JAYAMAHA TOWN OF:SOUTHOLD n %0� . �,. 1, X X SUFFOLK COUNTY, NEW YORK 2 J<v KENNETH M WOYCHUK LAND SURVEYING, PLLC u 0 050s82 Q . Professional Land Surveying and Design , F aJ P.O. Bog 153 Aquebogue, New York L1931 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPO L p }/#+, LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FILE #224-134 SCALE:1"=50� DATE:NOV. 8, 2024 N.Y.S. LISC.-N0.�05 PHONE (831)298-1588 FAX (631) 298-1988 AND OR DATA OBTAINED FROM OTHERS \ i SURVEY OF PROPERTY McDO HOLE DATA 0 �� � cDONALD GEOSClENC£ HOUSE SLATE OR OTHER A T CUTCHOGUE = c 0 410 212 0 1 7 F.F. EL. 15.0' SUITALE C.OvER u» _. �C EL. 5.4' STOPPER ENO PLW �-�-� . TO WN OF SO UTHOLD I.O DARK BROWN LOAM Et.. I30' FIN15HED GRADE EL 0.0' O '� Y� r SUFFOLK COUNTY, N. Y. S E P 2 N --- r I�.o' 67r1IN. I ?0?4 bill • BROWN SILTY SAND WITH HEAVY GRAVEL SM GLEAN OUT 12" 1000�-97-02-9.1 OC I.E. 6� 18" I.�, ��:�, �:: : -�; SCALE: 1' 60' Southold Town • 11.1 Ill Z '^ EL 27' --- 27' 1/4" PER FOOT Mll Vb' PER FOOT MIN- I.E. 'M•Ip•�1 '.. .:.: 4 Board of Trustees Q -- WATER IN BROWN SILTY SAND HEAVY GRAVEL SM b•q �:�:�: :: :: :: :: :: H PTGH MIN 4' DIti _ JUNE 26, 2007 N MIN. 4" . min. PPE OR EQU l31 8$ - , (V WATER !N BROWN FINE TO COA1ld61'r SAND L^00 6AL.PRECAST MAY 23 2017qk WITH HEAVY GRAVEL SW GLASS 2400 PIPE OR EQUAL 2' 6' DIA. SEPTIC,TAAK in. LEAGHlA�i POOLS BRIDGE LA _ I sEPTEMBER 20 2018 4' LIOUID DEPTH GROUND WATER ' N --- El�r . _� __ _.._ EL..27 ____- _ _ _�___ ____ EL27- OCTOBER 2, 2018 (DRYWELLS) � V`��� 17' HIGHEST RECORDED GROUNDWATER _ SEPTEMBER 6, 2018 (REVISIONS) �AGKFILL MATERIAL TO 1'SE GLEAN SAND + GRAVEL NOVEMBER. 6, 2018 (SCDH.S .RE.V/SIONS) WATER !N PALE BROWN FINE TO MEDIUM SAND SP SEPTIC SYSTEM DETAIL MARCH 20, 2019 (EDGE OF LAWN REVISIONS) a �, rs' Nor TO se" MA Y 28 2019 BLDG LA YOU T) �N MAY 29, 2019 HD COMMENM) NOTE WATER ENCOUNTERED 27' BELOW SURFACE _ PROPOSED SEPTIC SYSTEM SEPTEMBER 3, 2019 (WELL LOCH )ON) (4 BEDROOMS) DECEMBER 19, 2019 (BUFFER FENCE) 1 1-1200 GAL. 8'0 X 4' DEEP JANUARY 6 2020 (HD COMMENTS) � c,�, ��°� � �\ 3-80 X 4' DEEP LEACHING POOL MAY 5, 2020 (HD COMMENTS) ���V ---� 0 NOTE.• THERE ARE NO EXISTING JUL Y 1, 2020 (HD COMMENTS) V �� �• �, cs► N/O/F �/ \ SANITARY STRUCTURES ON THIS SEPTEMBER 9, 2020 (ADD SURFACE WATER) \ PROPERTY. <c/ O �c. �, ���� B. BRUSH JR. !� �\� JUNE 8, 2023 (TREES, PART. ���� ��P o�J 41 1 WELL 150 I ° hoo - LION F �1 Ij 4 oc) S39 41 30 E '��E 14 7. 16' j� ti0o� oLtj , C 246t 60 I o �'%� �'sla- , �� / N Ci 9°2 4 O G FR. GAR. EL. CHAIN LINK FE E Wo ` �� `�C l.�� /S�jQ�C 0 i 3 EL.13,�"' 7040 I'V TEi4 Nc ; Lu o g ti REE / I O U I U 1 1.6 MAPLk L' O p (^ LP O �19 (] , 41 V i 1.0 MAPLE 0 LP o ° 20. • V 8 Ici A.. 8' MIN. Nam , 40 1.5' TR 1.5'M E 10.4 O TlO TYP. o L?0. U L - E l ,� J Ci � �P. A WA \ � .��_1 •O' CO 8' MIN. 0 1 ��O I�'. (� 5 M E t _ 1`L0, TYP. (`V ! ` �C W W EXISTING WELL x�FEN ° d. Ci ^ GLus E Q R A cF SR6 24 0 -� • U J Z 1.5' 5PKul /1 8•d O k� 4� �) •— t- , ON M PL FONT. TO B C \10- D p MAPLE REMOVED P R 2 STNY. 1 PROP ��y`° �� a HOUSE \ ERED / �v �� w ro 1 -� ZONE X 1.5LOGU5T FF=15.0 g co PO,� o � Q z SLOGusr � � � ♦ pOD ZONE - - - - �- -- - / ..�` .� � ��• ` � � � ��, �--'_-.. - - FL _ \. `° ' 5 TR I LINE I.OLOGUST �/ _ _ EDGE OF LAWN (TYP.) �\`// �/� �\\�\. �10p o� (AE g) 00 rLooD ONE / FLOOD ZONE "�� � ""-NON-DISTURBANCE BUF r LOCOUSTl � (AE 8) ----- I41 � UMITS OF CLEARING�AN C) \�-- —� — GROUND DISTURBANCE I o G�,�` m _ � •u- W 1.4 TREE ��� LOCUST - .J� w OJ j /' v/ _^___ o EDGE OF LAWN (T1 P.) / \ 1.0'L0005T `� . iicV o >� I.L. 20 cj ' f I l �� ``� '^ y U I NON-Di DANCE BUFFER b ( to � - e LIMITS 0 FARING AND � � Q r � +, gNDS / '^ GROUND DI�RBANCE I /\, �� J -)' - EDGE OF WErL •�` OZ. ' '7 �� '�`� �, Pao N20°5 �, `� -� o� -� o V 3 + + EDGE OF LAWN (TIP.) X V�� / �/��/ 41 I / EDGE OF SURFACE WATER N N35 A^ 11 1*'30W �, 414. 80' i NN % pq N/O/F KEY o`'v / 4 A Q = REBAR � /sQA/ N/0/F i /V ® = WELL ® = STAKE ZCL �-s�°= VACANT % RAIN RUNOFF CONTAINMENT: NYSDEC LOT COVERAGE = TEST HOLE �`z��'� F DEVOE BASSFORD O ,/ HOUSE WITH PORCH UPLAND AREA = 277,683 Sq.FT. 16 = T,}P �s�o� / 1,M Y, I Y. 0.17 = 320 cu.ft. HOUSE AND PORCH - I,>�.J3 SQ.�: -v SCHMI D T W K A N O 320142.2 - 7.6 vF 1,880/277,s83 a s.7� 0 = MONUMENT V�' PROVIDE 2 DWs. 80 X 4 DEEP = WETLAND FLAG 00 a��� NOTE - POST AND RAIL FENCE ALONG OF CLEARI rQ, = U77UTY POLE ���°� GERT I F I ECG TO- ROUND D/S7URB/ANCE BUFFER.G AND X EL.12.6 - EXIS77NG SPOT ELEVA77ON y>Q����O. ALDERT L TROTTER EL.10.0 - PROPOSED SPOT ELEVA77ON v��°o�c�• FRANGE5 M. TROTTER = EDGE OF LAWN (TYP.) PJ„ F I C)EL I TY NATIONAL TITLE I N5URANCE 5ERV I GE5, LLG ------- = NON-as1URBANCE BUFFER •AREA=6.5423 ACRES N.Y.S. LIC. N0. 49618 C, ELEVATIONS AND CONTOUR LINES ARE REFERENCED FROM NAVD 88 OR=284,983 SOFT. PECONIC SURVEYORS, P.C. ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE NEW YORK STATE' UPLAND AREA=277,683 SOFT. (631) 765-5020 FAX (631) 765-1797 EDUCAT70N LAW. EXCEPT AS PER SEC7701V 7209-SUBDIVISION 2. ALL CERTTFICA770NS HEREON ARE VALID FOR THIS P.O. BOX 909 MAP AND COPIES 7HEREOF ONLY lF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE 12JO TRAVELER STREET S/GNA7URE APPEARS HEREON. SOUTHOLD, N.Y. 11971 --162 .71�_. _ W I i � I11 Il 11 If � ! I 1, I i 1 I li I I' !! •i �i i f ! I' II II ! i i ,I �i :I I I ;i � f� it 1 I ! II I '! 1 ! i I ��, it i ! I { !! !I ++i { i' jj i II i !I i, ( i i I! i (i ii i! !+ �1 it j :'� I; ! — I i is I ! ( { i� i 1; _ __ ;I I �• 1 Il ,� ', ,, ! ;I II 1� ,I � ! i I( „ �� !� !I �t�...l,IIII!j!i l�!!!ii'+!I�i�i Ij'�iIiiiI!I'I iii'II �f{!I!!IIi fI!''�' Ii,'�It {!lIi1II,iiI!;�1 �:•!IIi i�11!(� l�!,iiI�i,Ii Ifi!!I IiIIi1�t!;I'•i�!1 i''i,IIt', �(!II��iI1t;(�I Ii! tiiII It!! ,11i 1Il,iIii �I�i;!II'i'! ;!i',''''IjiI'iIii!!!j �l'IiI!l„�{)i�!i,i :,;I��i i i i!1!11II!;II1 I !lIII�I)!'�;1!I� iIijj:'I!jij{ti,i�I �!I1,.i�I!!�,�ia 1 j!;i 1! Ii{i!�Ii! •_,Iii'�I;j�{t;',i jIi!!{Ilf I'i Iij,I;!'il t!'�f'Ii� llI,Ij!�,�I I�!'1I;iaI!IiI{:j'-0;'!�:I��If,� fiI1�;;IiiI!Ii,'I �.i.�•..�(t,!I!I,,i;!' {f;!I,��Ijl�lIfI!,'i �•••:�Ifi Ij� �I!�I�i I�f�1!iIi tI�iII;Ii liI!,tt iiso'{!l;io'I m,�1)!j1ii�I iI (�i�1�I;I�!iII1.� !I1i!!!;' {ilI�ii iill!.iiii��! Ii;,!i 60'-0- Gov ���?I: I�I,I!:'.I:, 1i!Ii;iIffs 1 iIii {I'III�I i II!1({'1iI•!1I}II�! 1!!.',i� .ir �I?•I' IfiIj l !MIfii_i,_�LIII..�.I�——'�9!i!II �!iI;I'I��fIf1 I !II!1i ;I!!!ii�i;i'' !I!iI! II� !j I,iIi JiiI ,R.• I ,Np°•n�OO�0 O • t: I PROPOSED NORTH-WEST ELEVATION PROPOSED SOUTH-WEST ELEVATION SCALE: 1/8" = 1 -0" SCALE: 1/8" = 1 -0" 2 5 Suhold Torn Board of Trustees MA MW v�OVVUV0CNu0 —-—-—-—-—-—-—-—-—-—-—-—-—-—- 4 b M W►��A •� rL, O c''H � CO ° mPROPOSED NORTH-EAST ELEVATION PROPOSED SOUTH-EAST ELEVATION wQ I SCALE: 1/8" = 1 -0" SCALE: 1/8" = 1 -0" z U F ON -------------------------------- ---------------------------------------------------------------....------------------------................................ oo 0 ------------------------ DRAwt SCALE: L/ za-o JOB9/13/2024 WIT SHEETNUMBERC)::_ r4SEP IF— FLOOR ,PLAN, PROJECT NORTH A-5 SCALE. 1/8 = 1 -0 i W a C � ° S E P 2 5 2024 Q Southold Town W Board of Trustees O 77 : V1 : w ^�7 1"Ibl� �q 4� ski '� �'y � � •+s i� - O � U PROPOSED SOUTH-WEST ELEVATION pq SCALE: 1/8" = V-0" 0 M r-i OV _ V ° po a ° �j Wa.x- - 1 .t~ i a: co 00 W W At 11 Tl- — .. ♦yy w ' 1 +g M • -^a "������,'�t.+, �.,�� =�� �^o�� e-iy r"�'�+. j '� �- 4�� ��P-�` ~R" >!� 'L" ,/' �4� Y ��'-� , Y � I � - � _ � .._ _. - - ._..-. � FBI .ti' �° `'c`� � `eC'`�"-�,*'�;',� �. ��.� ``�r�' :��,� 'rer�..1 t'.,�„r>'ti �. .drya .?'.� .p��, .� ,.•Y,�.. - i dt .t.., .. - ..,... ._.__ _... ... .... ..... ., .. _.. ..__., ::r+s..._...,_-e_-..u..�- _—__ _ _ s.a.,m...._...«....._f...._.--........,s.«.._....w.....,.�„•.:L-._.__._...�_..e.....m...a.._,...........__.:a....,.�.<......-......._ .nc.,.:. .wx. __ - a PROPOSED SOUTH-EAST ELEVATION SCALE: 1/8" = 1'-0" SCALE: JOB#: 9/13/2024 @� SHEET NUMBER: A-1 FECEIVED P 0 SEP 2 5 21 0 2 Southold[own Board of Trustees 0 P-4 0 P4 J1 F1 c) Q o 0 4 z PROPOSED NORTH-EAST ELEVATION �D C) CD i:� SCALE: 1/8" V-011 110 0 C) c" UF. u c� V-4 r-1 � E.: c� M 0 x 0 oa 00 _i3v40 U0 L0 all r'77��4_ U) -EH- M 00 (U r4 0 7;� 7_�f 7 P-4 E: 'E­":.-I -4 Em� mn :JC3 f"5-5,-L 1­` —T' z IP* 7-1 t i 4 LjI I-IF PROPOSED NORTH-WEST ELEVATION SCALE: 1/8" V-0" fro DRAWN: lit, SCALE: JOB#: 9/13/2024 SHEETNUMBER: A-2 i `1 ::' CEIVED; w We-----a---------a I 1 , S PP 2 5 2024 Q 20'-7'h' 4'-2' Southold Town - - -- ------; I F--i_..................... Board of Trustees O - Q/ -------------------- ................ -_.. :_ Liam - GARAGE m ._ •��•�•�••? PROPOSED GARAGE •'••'•••° L. T MUDROOM 4'fi'h• 18'-0' 5'-0• MUDROOM S - --------- ------ - ------- ------ -------- .................. § POST • SUB ON G0.ADE 1r T1,1 25'-1• 1 11'-235' S'O 6'40' V1 v 1 ----------------- ACW3648 � f-1114' 3'-SSL'z 4'-7'A' 1 4 12 2'h• L -4 1 I -_______________________________ Q___ —J 1IIII.•••O��GGGaIII, o - <� 'ROOMFDA No•2 : - 26'-0' 4'-6'h' + O I '� e 7E § WDC O _ �,•1 ,�= 5'-1• -3L8`-- V-T' 'b'fi• ` T�►� 22W - `4 TVAll < T-1' Id-5 h' q-byl• a 1 ______________ —.—.—.— —•—._ ....... v Q �1 L ° o^ ^ ^ �-_______ I s,u y U IF Ta° 1/•�I/�1 5$, PANTRY o I 2'-0' 4'-0' r—'7 i I 1 OyIr�L,1�� v � a� o c I PROPOSED BASEMENT ' �, R ,1,, 1Y.LiL.L"• 7CLG-UNFINISHED __•- ____ - T N O ITV 12'-51h' 4'-5%* __ ___. ... 6'-0' 0 • 4wFLOAnNG ______________ _ _________ �• —•_•- —•—•— I O^ X O STAIR GLASS = • - 114 R 6'-0• GUARDRAIL 0 i� i ___ ______ __12'�______________ S v b )IATI.{ tz ---------- --------------- N 2'-0• FO•'I 0 •� U \ - ---- -- -- ---- r -- - L� fjpl=� ZD 0 0 11 b - ^'1 I !- LIVING/DINING '•" 11 , CFI F- � `� ENTRY 1 N G 3 0 % 1 ________________ v a G 10'WALL HEIGHS a 1 1411' 1 4'-3Wz4'-11N' 1'-3K'z4'-11'A' 4'-3`A'z4'd'h' 4-3Wz4'-11W ---------------------- •• •• • ______• ------------------------- 6'-0• 4UV 4 RAISED PATIO I 1 I n l J RAISED PATIO L. -i FOR( N 1 I I I j afJ PROPOSED 1ST. FLOOR PLAN PROPOSED FOUNDATION PLAN SCALE: 1/8" = V-0" SCALE: 1/8" = V-0" ® PROJECT NORTH PROJECT NORTH t `Ci } Y DRAWN: Mti y.: SCALE: JOB#: 9/13/2024 SHEET NUMBER: A- 3 E 1 SE° 2 17, r ............................................................ Southold To�tiln W Board of Trustees O z„ O ZA •............. GARAGE ROOF >• b o OFF z 3 r.� MUDROOM ROOF 1 k 4'-6'h• T-a 16'V 6'-144• V1 A 5414 0 96� EF � x A �O .......................................... ...... .......'............................ .._-•__._.. Y a .t 1. . :.t.�......a ... - 'L:- :,3' .w irvn FWGD80611L V I rrrrr-.-.......--r......................... ........a.. n{. ...... A...."".--• % T-I1K' 1� O , ACW3660 4'-6 h• ^ 1��j� t e t i '•AL �e,.......'......... .....•......_. a BALCONY -. __ •--- --p'--- N BATH `O �O1 e ..Y.. 6•_I. a �' x .................. ............... .... ------ ---- ------- W " -® PRIMARY BEDROOM E :!: t9 :i ....... .i } .......... --------------- ....... ........... 0 WALMN a :et ...--------' STAIR 4 0 1 1� CLOSQ - ('r) >�+ p ....... O r••1 1 r 2'-C 00 CO O ....'cT•. HOUSE ROOF o, 00 +v+ .............: ? 0 (; BEDROOM No.2 _k Ln U +' BEDROOM - ---- - cV L _ 0 W ra 2-W 1 BEDROOM No.4 v .m BEDROOM No.3 _,L........... .."..":._...C". _3. .t.._...._...._.. __ ...._____._ __._._.__.____ .i+�.."". Y ® OO ® o 3'-SW x 4'41W 3'-54.'x 4'-1114' F-1 ACW3650 ACW3650 ACW3650 ACWi650 PATIO ----------------- PROPOSED ROOF PLAN PROPOSED 2ND. FLOOR PLAN SCALE: 1/8" = 11-0" SCALE: 1/8" = V-0" PROJECT NORTH .2R k,,:znw�, PROJECT NORTH y;s etr DRAWN: 14x ' SCALE: f .a JOB#: 9/13/2024 SHEET NUMBER: A-4 REVISIONS: SITE DATA PROPERTY: 284,983 SF 6.5423 ac PROPERTY WETLANDS: 7,300 SF 18'.0"MAX. C.roC. BUILDABLE PROPERTY: 277,683 SF 6.37 ac ESTIMATED AREA OF - GRADE LL m GROUND DISTURBANCE: 50,000 SF - q �f 1) ESTIMATED SOIL: EXCAVATION: FILL: MIN' PROPOSED: AREA LOT COVERAGE: EXCAVATION: FILL: ' _m O� HOUSE WITH GARAGE: 2,495.8 SF 992 CY 308 CY ` O COMBINED LANDINGS: 125.1 SF 3 CY 1 CY ® \ PERSPECTIVE VIEW COMBINED DECKS: 100.0 SF 6 CY 2 CY \ RAISED PATIO: 532.0 SF 80 CY 23 CY N 2ND.FLOOR CANTILEVER: 116.4 SF 36" MINIMUM 2 x 2 2ND.FLOOR BALCONY: 168.7 SF FENCE POST POOL: 648.0 SF 196 CY 52 CY q of WOVEN WIRE FENCE SPA TUB: 100.0 SF 15 CY 4 CY o (6x6 - 10/10 WWF) ® ® I z POLE BARN: 2,400 SF 12 CY 6 CY FILTER CLOTH SEPTIC SYSTEMS: ISO CY 50 CY EL b 12 N GRADE ALTERATIONS: - - 300 CY EL SCOPE 10 TOTAL: 6,686.0 SF 2.41 % 1454 CY 746 CY NORTH-EAST SKY PLANE EMBED FILTER CLOTH �RAOF WLF MIN. 6" INTO GROUND z 22� 4„ WLF METES AND BOUNDS: SURVEYOR: PECONIC SURVEYORS 21 DATE SURVEYED: JUNE 8,2023 NOTE: MAXIMUM DRAINAGE AREA SCTM: 1000-97-02-9.1 1/2 ACRE / 100 LINEAR FEET FLOOD ZONE: AE 6 1 X W SECTION DETAIL ELEVATIONS REFRENCE: NAVD 1988 Io WLF 1 D 20 GFA CALCULATIONS FOCI SILT FENCE DETAILS LOCATION: AREA: w o / WETLANDS: 27 300 SF 84,983 F rTl BUILDABLE PROPERTY: 277,683 SF Q� 3? LANDWARD EDGE OF FRESH WATER WETLANDS (280-207d)GFA PERMITTED: 7,876.83 SF O AS DETERMINED BY SUFFOLK ENVIROMENTAL 1ST FLOOR: 2495.8SF 0 °' CONSULTING, INC. ON MARCH 22,2017 2ND.FLOOR: 1916.2 SF �O TOTAL GFA 4412.0 SF WLF N/O/F 19 o JOHN B.BUSH JR. APROXIMATE LOCATION (WELL 150'+/-) FOR I/A SEPTIC(VIF) M BY OTHERS I I UP ° i 3o1i E � WETLANDS I S 9 41 i 147 ,161 S �Q N O F EXISTING°M EDON EL 13.0 '` �+ ° , UNION FREE SCHOOL DISTRICT STORM WATER MANAGEMENT DETAILS 9/13/2024 O a,QO E _ _ // \ O (PU B Ll C WATER) \ 100%RUNOFF AT DRYWELL DRYWELL O q, - LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: S 39\ �' /' � �TEMPORARY`1'� °r WLFr%] ♦ w � '" ''Q BOO TOP SOIL 1 m ^ 18 PROPOSED D POOL: 3032.9 SF 5065 CF (1)8'dla.,4'd ep 169 CF 90 EL 10.9 �.♦ �'/ la o' N 9,f�'� `L%OCATION,'I / /•� \ TOTAL:1368 SQ.FT. (2)6'dla,4'deep O ♦- _ ��j af," g o yOC��c�` GGG... l.V/• A, •� \ r/� z _ � ��G J �, NOTES: O,E GUTTER-STANDARDS v 1 Q Y l - ♦ C/ d' A / �'Q- \ 2/ A).D0 NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, m z ` f�f�LJM)r �� - O C7 . Sof 1 _ Al a' O !. Lxil �. I - ♦♦J GRAVEL D1;1�1EWAY ,-E:°�c / J • 9"y�-��a ♦ y - / �'' 11 ` ` 4�11 ,� ` � 2).PREPARATION: O � A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. O SOY Q.PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR Z - /' \ /P� \ \ ;tlr --- C�, 1 ` ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. N r Y ` - d-- _ - -_ ` ` ` \ Q.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR M \./ O W m \\ / -�/' ( / `� I -- 0 - a y 1 --._1/ --_ `\ ` Yr METALS WITH PROTECTIVE BACKING PAINT. 'Z ,, , (DEL. 12.6 ] WLFI O FL� �/ U P __-_T �- ���.��' �'�hW \ �t �L� � 7 f � - - ♦ / -f 3.INSTALLATION: 1.../ I / `'�m ♦ o ,• -o ��- - / , - \ _ - - EXISTING 6 \ 17 A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. U / (�\ 1).GUTTER TO BE PITCHED TOWARDS LEADER V TO Y'FOR EVERY AD'OF RUN. /- - �� / \ ,- / / - - WELL ` 48 ` Q ` 2)SHEET ME0./L JOIN FLENGTHS LASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ` e I / , - - - - - - - , I '•;A , _ O - - - ` . \ ^ /�° \ ACCESSORIES. L[v'�\ I O ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT lJ - - T CONNECTORS. '♦ 1 /` I t�0, P Oq \ - F�+•------ -- ` ` )�' / ' r 3),CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED,SEAL ,y� ♦ I // - - ,��, EL 9•Q 00 `F �\, CONNECTION WATERTIGHT, TEMPORARY 1 ��- ��� ' / `�`� - ` ' ,Y V DRY WELLS TO BE 10'MIN. 4).PROTECTION: • O \ , ,� /�f - - - _ " EL. 12.6 7 , ( ly AWAY FROM HOUSE A),PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL U I 186.2 TOP SOIL I ♦" • -L� COMPLETION. 1 LOCATION I , -6 _ EL as n mj , -"FLOOD ZONE � ; - _ _'__------- -_ = ___-__, _ _ _ _ z�, 9.4 \ / CONCRETE 2�. - - - - - - - O _- `� - ' �( ♦` �� WASHOUT f• �� • _ l � o� ,' /� -0 p _ E �\♦ - -_ y--= 'r _ - ' ,L/IVEONf �GIo _ N ;I / Q , nFL O LINEO ^ ^ l -APR+Nc - �.., WLF C� m o ^ ^ _ _ - - - - �• 16 x ^ I [ II Q O t-Z 'f APROXIMATE L CATION F OD ZONE/ /� WLF _ _ WLF _ ``�--- ` x o _ TO s N d 0 FOR SEPTIC IF) /( / f� 4 J .� �___ WLF FLOOD ZONE �, l� - _ _ _ �' w 0. }4 Ia BY OTHERS __ AE 6) � -_ Q NON-DISTURBANCE BUFFE I •ti Z � � 9 (AE 6) - _ - - _ - -LIMITS OF CLEARIN o °' U m UP I I , �� CONCRETE TEMPORARY 11 �E / /I I l �_ �_ i �- l y ��" -\ GROUND DIST ANCE 001D %`WASHOUT I TOP SOIL 10/ %� / Q LOCATION U /�P i 3 y y y y 1 y ! ` WLF U cu V - I ♦�_ �� � 5� !� s 1 i s 10 WLF N O F m � lJ 1 TEST c 1 _ z I, H� E I �'�/��°� ���o %� �`�� - -�-- } 4- � �� IRMA STRIMBAN N w 3 O , EL.1 4� PROPOSED /,/ / / WLF � ' -i1- -4 __1L -L- �OF WLF -_JL_ _II_ -11- -1- -�GF EDGE O F LAWN U I , 60'X 40'BARN %� - 6 / -� " i -u- i "� -� �L_ -_C_ _Jf_ �L _IL_ _aLC'q/�D WLF 15 - � S / . / ♦ 12 WLF14 60.0'I I I '1 I ' Q WLF /.� �L_ �. ,�) y 1 \ / �(, 5 } t 1 y 2 O W y J y } y } y } \ �_` WLF WETLANDS s y /�� Wv 2Q° J. 1 13Ez Q ` 2 11 U I i °I I� / �0 NON DISyIURBANCE BUFFER } f O �'V � 4- �` 4-- � 4 O EL. 2.8 / �L_ A_ _JL_ L14ffS OF,fLEAF6NG AID -' En 1- 4 -'�- .mot_. -'�- I n'i /,♦ F o�- f WLF ,GROUND DISIURRANCE 4-- 4- - - I I I �o g �l _JI_ _L_ �� WETLANDS 1 - SILT FENCE/ I �dTS OF CLEARIN ^ ` �/ N O F - 4 1 1 y / - Y z i 1 ,' �F�a� \� ' / / EDGE OF SURFACE WATER O " 44, 9 I / u -r ` ; 5�� WL (O KATHRYN HARTMAN 8 r{ Z z i SILT FENCE ` ' /�'� ^� Ck - -unllrsaFENCxI , /" WLF '� ;Y EL 1 2 :...� � � PI / 1 414. , 5°'00' 30" W 0 / N O F ` 1 N3 �' ' WLF ® 1 F PAMELA WATSON / m TER :. !' N al 1 LANDWARD EDGE OF FRESH WATER WETLANDS / PROPOSED SITE PLAN DETERMINED BY SUFFOLK ENVIROMENTAL SCALE: 1" = 40'-0" ��I DRAWN: Mx/MS 1 AS D � 1 CONSULTING, INC. ON MARCH 22,2017 Sri 2 ";?:: I JOB N O F /' (____ JOB#: I F DEVOE BASSFORD Board of sr SHEET NUMBER: SCHMIDT W K ANO -� (VACANT) S- 1 •:%�'i��'•:. .."•i1./`�': '- ' bno .:��QiiKiiif j;•" :��iP7i //i) �:i ((��ttmw�z��ae� a.�.�sx:�r•�,srra�as•�;asm�.tort^u^,•�,r�.��m�ac�a�r�eiwuas�a+am�cxsr.;a��aac�.u:fz�r<a1u�+i*�x.•a;.;�i�m.�zsa�aks�xscs�s.ev?.s� m= � =; i' �6.1 �'r•ii: r BOARD OF SOUTHOLD TOWN TRUSTEES r _ SOUTHOLD,NEW YORK -� =s• 4i "•t PERMIT NO. 10049 DATE: DECEMBER 15,2021 ' ISSUED TO: ALBERT&FRANCES TROTTER PROPERTY ADDRESS: 34460 ROUTE 25,CUTCHOGUE `• i.ill •1\- =se. SCTM#: 1000-97-2-9.1 H AUTHORIZATION +%i�'• Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ?t accordance with the Resolution of the Board of Trustees adopted'at the meeting held on December 15, 2021, and in consideration of application fee in the sum of$250.00 paid by Albert& Frances Trotter and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following. ` Wetland Permit to construct a 144011.2 two-story dwelling with an attached 596 ft.'garage and a 699 ft.'wraparound porch 71.2 feet from the wetland boundary,a 10' x 210' (2100 ft z) A. ` driveway along with a 3063 ft.'parking area 120 feet from the wetland boundary,a walkway ' between the parking area and dwelling totaling 360 ft.2 at 88 feet from the wetland boundary, „art install three dry wells 8' x 4' (each)at 120',80' and 160' from the wetland boundary,install a at4` septic system 127 feet from the wetland boundary(outside of Trustee jurisdiction and to +ii . .� maintain a 15' non-disturbance buffer landward of the edge of lawn; and as depicted on the A; survey prepared by Peconic Surveyors,-PC received on November 3,2021 and stamped approved on December 15,2021. ••, 3 r III/s IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these y' r presents to be subscribed by a majority of the said Board as of the I5th day of December,2021. OgU�FO��- ._ ._�„� ,�°°�' c°may � � ,,�• Wi 11arns-Absent s f: 1 y"gill� ��', +I,IIj• q '�:r.r�sr�cxrvurss�zna;�;arara�;rs;nmsa",.a+, i;w�ztes.�•a�:umica;�t�ss[s,:ra"v,.�m�M�rarus2ws�wna.+�r�;.;.ro��ra��;csns�z;.s. �~ =J w''41 I :::���''' r= - •.ad1/1 (N,:: 'ill:: 1\lii:.. r Ke,/l/ :ilif�'=• _ /•�::::11�.• •y���, 1 105.1'. ';/0::4 /If}... TEST HOLE DATA SURVEY OF PROPERTY Q a AT CUTCHOGUE YCOC 011R OEOSOENCE xws sure arc orwe °•o1/Mr7 rs a.rso• s"'*^�coves TOWN OF SOUTHOLD a ., D.x.' D p Ln °^RK6RD""`°"" E. of ""�` SUFFOLK COUNTY, N.Y. ROv 3 r,1 a- N --- 1. no -} ..i , lL BROrw snrr SANG mRr Hdvr CRAKL su ...AN w "' 1000-97-02-9.1 Z IE ','. •a�:o3lrca roc-.-:<:.-I' SCALE.'1=60' .rn inPltl"fotzD a_zr-----zr I� � 1 N WAIER W 6ROW SLIYSWD WR HE-CRAKI SN IF TOOT NN rlt fl IW vR 0q "" ROiM O(Tnr5lrnR Q�/ _ J• YIN A•DIA PPE fPU Y!l P pA �:ms:•-� _� ✓LINE 26,2017 e r`A'ss"°°r'vE°¢e°"^r_ „wC 1s�e'r MAY'2J,2017 G W.W PE BROWY M'E W COARSE S1N0 BRIDGE LA. "'"'"�'"'`""`�5W '• o�;wre,� Xm� 4PAENeu raEs SFPTEMBER 20,2018 � prP tLAr.�.._._4/PND WM_,bRORD WAIEI 'a >• � a.Ar ) ;-f._..__.___.�._..ee-:—'rut OCTOB£R 2,201`5(ORYR£LLS) 66_ - "west ucacm acouowAm SEP7EMBER 6,2018(REWSIONS) e.wru.wmu,u,ro Pe ev rI s"e.eeAtia' NOW MBER 6,2018(SCOHS REWTONS) Y 4�Qs ryo WA 1ER N PAIL d40XN MiE ro NEII'ON SAND� SEP17C SYSTEM CETM MARCH 20.2019(EDGE OF LAWN REWSIONS)u• uor m sue MAY 28,2019 EMBER BLDG.LAYOUT)) PROPOSED SEPTIC SYSTEM MAY 29 2019 9(C L LOC TI N01c WAnR ENCOUNIFRE02Y B_'LOV/SUA'ACE SEPIAY29,3,20I9(WELL LOCATION) cR(` NO SURFACE WATERS KIIWM 300'OF PROPERTY ------" -` (4 BEDROOMS)(- DECEMBER 19,2019(BUFFER FENCE) F DEEP LEAamvo POOL 6,2020(HD COMMENTS) \ \ a-8 0o o x 4 4'DEEr 4'DEEP' MAYS.2020(HO COMMENTS) �Oy� •°�vo=°� m O(n N/0/F Note rNERE ARE NO Ebslwc DULY 1,2020(HD COMMENTS) P �o�°. y' \ SANITARY STRUCTURES LM THIS H JOHN B. BRUSH JR./� / l\ PROPERTY. RAIN RUNOFF CONTAINMENT' 1 CH WELL 150'� I �: "WHOA F ;eo`00.17-.120°P.fL _� � 5 APPROVED BY 1 ) I S39*41'30"E �� �\ Rep SCy00 �yDE22 Dft 80 x 4'DEEP o Y �\ � BOARD OF TRUSTEES 246. 0' 147.16' .41 �S l UB41 4 D� �' y� TOWN OF SOUTHOLD S39'24'00"E DATE .GARAGE W Et.14.Q9 CHAIN LINK E I { � �83js)� C (�/q. R)(;�•�O 9 W 4' GEL&R IS w._ 4 ELiJV r� IF PROP.GRAVEL DRIVEWAY I e•ua. �" - ELt3.D I .9(9' ST�. _ V.1. EL.10.4 I AO tw. / 1 C!'•6N 4�'40 q d�•� ,.�. -�'_ \ -'2D V pR)., o m`l EL.13.0 'Sao• I �NNCe�, E J6` . m IREMAINS\ ....._ 2� p0' LY11IC TDNL 6:0' '¢O W'- f Yf---ayL EXISTING WELLNc= r 277. � g � DE1.AP.CLMG \DW" v,\� EL10.0 0 / O'L •G�� \h� FDN7.TO BE \ EL10.D m\ ^ / 7rf•• a I 0 y REMOVED PROP. 2 SA'. PROP. 6' / Nr0 ^ y G \ COVERED \ o I G$ HOUSE / `----- W of � FF=15.0 \° Co PORCH \--'"l i--'-- � � 1• �T_-� ¢u o<wx 0n.) `'---� � _- ♦��- /`fir #6 ��' 41�_',- �- _ � ` -- /\xar-asnaswcc arrtn N = m! �ydYha I oF/ Y 4, m O .05 41 • Ho+-asnv+aw¢aunm b I � of -Y -Z'-� gv •y Z te04 a O.uRmc uID l 1 PLO 3' 4' 0/j �,���EDGE ' OF -Y Qa N2Q 56„ _y �___ 41 41 [ooE Of unx(rrv3 ' N3500'30"W y 414.80 ,ey�a` KAryRYN /Yq.1?TMAN/V / �N/ Y KEY y�s Y i AIL/E� /F /� O �- N s RLBAR ��ryo NCO/F / SO ® -AEU. _ G' A'#•,y i A =STAKE ijO'. 4,A'S VACANT j NYSDECLOrCOVERACE m -TEST HOLE 4o F DEVOE BASSFORD �! UPLAW AREA-277,6LU s¢rr. O =PIPE NOUSE AND PCN7CY1 -I,880 SOFT E =MONUMENT 4`Ry�v SCHMIDT IN K ANO / 1,8801277.683-6.7z -AERAND RAG o°�O=°• NOTE-POST AND RAM.1LNNCE ALONG %s OF NBy, 'u.,-UTUTY POLE p 2� GERTIF IED TO' IRE ENnRE Y/M/1s OF CYEAMNC AND P't HLI! x R.f +eF.r0 2.6 EXS= DNC SPOT ELEVAVON ���� GROUND DTSIURBANCE BUFFER,' °i`4�oo ALBERT L TROTTER Y:• JaM,� PROPOSED SPOr ETEVADDN y yo FRANGE5 M. TROTTER EDGE OF LAW(TYP.) e FIDELITY NATIONAL TITLE IN5URAN(,E 5ERVIGE5. LL-r- --------NON-I)MURBANCE BUFFER r Y AREA=6.5423 ACRES t1c.N0. 49618 EGEVATLMS AND CONTOUR LINES ARE REFERENCED FR07A HAM BB OR=264,983 SOFT. PECONICLSURVEYORS,P,C. ANY ALIERAIIQN OR ADDHRON r0 INIS SURVEY IS A WOLA77ON OF SECn0N 71090E THE NEW MW STATE UPLAND AREA=277,683 SOFT (63I)76♦5�-5020'FAX(6Jf)765-1797 P.O.BOX 909 MAP ANDN LAW.EXCEPT AS PER SFSAICM AP OR CBUIVH9BE 2 ALL CFRTTTG D SEA HEREON THE ARE YAW W E' I=TRAVELER SIR££T 07-162 MAP AND COPIES THEREOF ONLY IF SAID MAP OR LY1PlES BEAR INE lNPRESSED SEAL OF THE SVRVEYOR AROSE SICNANRE APPEARS NEREaN. SOUTHOLD,N.Y. 11971 Nathan Brzozowski 34460 Main Road,Cutchogue SCTM No. 1000-97-2-9.1 I R Y•� `�I g T F ? *'4'+ _�. y�.;��, ti..�. "S' r „y '�� v�`'d s'�'V d 7.: '� � ��y���Q�' ' r y�: 4'�}' '�'� 3• Ow "•�rysit�Yt „,n�, s� rx ++ •mot, 4r z �"",Wr., St ,,yy�dw¢i�Gr;9'' 't'k l�'+• '7f'�'?r'1,.'y`` �5 ,a,S�lr. �b ✓. , u ,L�`�`ty."'' �'• ;�y, .. y,A ,sd "`'t'"`�$``W`�'"tY'S e4PC ::: �l 7y• A`NI:,,�,,rr L�!. ��'. � � `�•� i.+r��� :��ip� � C r�,��� �;U k'�'Ar '� �2j0"'''4,•!4a Photograph 1. View looking south along the eastern edge of the Photograph 2. View looking south at the proposed residence location. property in the vicinity of the proposed residence. i 1 1 t t � i+`,'rf}� t �J� ✓ �/d T ',, �x p.'Y✓"y y. '�'w �*' �� {�x "� r� ~ a L�.yir yr' .w; s '�`�".!,+l' k rr r. yt',• ,g ,•,.�,.r Al Ml AM i l ' �+1'. Ii• t.w�.r�.. t$..�-„}s {s - .. � � r..`.� � -,�.`" 4 - r a � ,i5+. � 6'�' .ram-�-. - • '�'• -o �" 1 -- w.. xC a '�, .4 '+� . ,>+ g 'wait � � x '': " I , ��A���yv(^ 44�54�`�1+��ytY�i{�� �cfr•"a"y�� ''�"� tt�+``l� -.,�P`J,� ''f `'•ate'` F T- *:� FiLi •E !��l too 1 1 ' 1 1 1 1 1 1 1 1 i 1 1 " 1 ( � 1• 1 1 4 _ •� .�R, •t ���� �� .ram � i \��S� � "��+;• _�-��r�` � � �`"ll''•' � yam.. - ow AI 1 * � t ��_,�j- :h' }• M1 _1+ _ } Gi+t ?..._ ° ` f Sri S wy fe r f � a .ri Nathan Brzozowski 34460 Main Road,Cutchogue SCTM No. 1000-97-2-9.1 e. r i f t a ,1 I tV fsc V1. 11��a i tu y P a X34, 'W y fim„r N t �, �a+, r�. -`'yed N � :. ���✓�e��/ ta[� �eait^�E �YQA f a�- #.� �?�r r�g � � � •+, �"'�rr!'tt�,4� t�� 'F:rR" ,'F z+"� _' � "�'1.I�r �Jy£" X,7# e p� �y ,�, ` ♦!I / ,�`�t��j �d �P r���� 1"�?+��•�iN� J ter � 'ly. +P :f9a'^'t .. yz 1 t��y + yt .1 4," 'jy� I. E• I'll r e'1 "� y .,dt �fV.�� i dr, t 10� j� �Y AV I � IVA �i��'« •A�t' �'lt�)F.p � ��t r'� ,t'�S�•,��t ., �.� �y,�a, �4� _ "�� �i r r ,� Photograph 7. View looking north towards Main Road in the area of the Photograph 8. View looking southwest in the area of cleared land which existing foundation where the new residence will be constructed. is south of the proposed development area. A6N \-`l�r _ \ int,E T,`IM,CN E \ ,<Y 'IKd 16Gj h Ya �\� \'�•`. W ; ,� t k:. >: '� r u. ___ -��- r n....,,.N„r.: '-._?\,\ a� �� �• � r..e � .\ ..tee, r \ F 14 •.�k Io \ � T `zp� .. '\ 2a T`�\ a na, /< ,qy '•, \1`\ x oN J (LJ M �''' a /� / 1R� 1.\� \. m.�•\ 4,/fir 21 l '4 r En iA J,'fA,e 7 � I • � i 6 � ���„ �� '`'R' �.uc, � f' o �„*,f�-ae�„ `. ...1 � F 'I Y \ -'� '�M s�t� •h- L9� � am 24 :,niJl ` ,' �.�! 9' Y <wer en. a ` a'•/ dry ^•a' 1 ,a,.. \� i �Y \�/ ''.t� `a \*� �, �'- � �' �r�m. �'4,X �,♦ T �4. - ^ .ddr r. ol .,,. �s 4% r/! Vi _ ,V _ •,� ��s '; _ , , aEE acc no ros ,�v�h. �,.•.., t �''�' ! .,: A":. _ .- __ vVv''� �' • fit,• 4 COUNTY OF SUFFOLK - �. i i "� ifNr�aE.rnw.-E ,u Nw^sSuHEI IOaR6 RC> 'Y N U.o Var - _____ 9 gaxv,NSEAtt ra eitxRF tlENx „�) - `Nl/.E o; OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 19, 2025 Re: LWRP Coastal Consistency Review for NATHAN BRZOZOWSKI SCTM# 1000-97-2-9.1 Twin Forks Permits on behalf of NATHAN BRZOZOWSKI requests a Wetland Permit to demolish existing foundation and stair remains; construct a new two-story, single-family dwelling with attached garage (2,422.9sq.ft. footprint) with an 86sq.ft. northwest landing with stairs, a 15sq.ft. northwest landing with stairs, a 12sq.ft. northeast landing with stairs, an 80sq.ft. breezeway; a 234.7sq.ft. second floor balcony; a 16sq.ft. outdoor shower; a 560.3sq.ft. raised patio with 30.2sq.ft. stairs; 42.2sq.ft. bilco cellar entrance; 25sq.ft. A/C unit area; an 18'x36' pool; on-grade 3,659sq.ft. pool patio surround with 36sq.ft. outdoor kitchen and 100sq.ft. spa/hot tub; install pool enclosure fencing with gates, pool equipment area, pool drywell; install an I/A septic system; install an 8.000sq.ft. driveway for the dwelling; install a 60'x40' pole barn with a 3,500sq.ft. driveway; existing 498sq.ft. concrete pad to remain; install gutters to leaders to drywells to contain roof runoff; approx. 1,645 cubic yards of excavation and 1,165 cubic yards of fill for the project, the excess fill will be removed from the site; remove three (3) trees and the replace with six (6) 3" caliper native hardwood trees; and to establish and perpetually maintain a 15' wide non-turf, non- fertilization vegetated buffer along the landward edge of lawn. Located: 34460 Route 25, Cutchogue. SCTM# 1000-97-2-9.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with LWRP Policies and, therefore, CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney TWIN .FORS PERMITS February 4,2025 -Via Hand Delivery- D E C E V E Glenn Goldsmith,President ��-- Attn: Elizabeth Cantrell � Southold Town Trustees F E B 4 2025 D 54375 Main Road _ PO Box 1179 Southold,NY 11971 Southold Town Board ofTntstees _ RE: Wetland Permit Application Owner:Nathan Brzozowski Situate:34460 Main Road,Cutchogue,NY SCTM No. 1000-97-2-9.1 Dear Mr. Goldsmith: Pursuant to your email dated January 25,2025,please find the enclosed revised documents for your continued review for the pending application for the property located at 34460 Main Road,Cutchogue,NY(SCTM No. 1000-97-2-9.1). The plans and submission documents have been revised to note the following,updated site survey with tree locations,revised driveway to the barn outside of the proposed 15'buffer,revised site plan showing setback dimensions to all structures and area calculations,revised project narrative and applicable application pages and cut and fill calculations. Please note that the NYSDEC application was submitted and a Notice of Receipt of Application from the agency dated September 26,2024,however I have not received a permit or comments from the DEC to date. In support of the application,please find the following materials: 1. Four(4)copies of the Wetland Permit Application revised pages for general data,wetland/trustee lands application data,page 1 of the short EAF,page 1 of the LWRP; 2. Four(4)copies of the updated project description with structure table which includes the area footprint and wetland setbacks as dimensioned on the site plan; 3. Four(4)copies of the property survey as prepared by Kenneth M.Woychuk Land Surveying,PLLC P,dated November 8,2024; 4. Four(4)copies of the proposed septic system site plan as prepared by East End Coordinates,Inc., sheet CA dated January 21,2024; and 5. Four(4)copies of the proposed site plan as prepared by Mark Schwartz&Associates sheets S-1 &S-2 last dated 2/3/25. i Please review the enclosed materials for the proposed residence and accessory construction. If you have additional questions regarding the overall project, do not hesitate to contact this office. Thank you. Sincerely, Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com 1 288 East Montauk Highway,Hampton Bays,NY 11946 ­1 EE Nathan Brzozowski residence with accessory structures Ff@g +4n 2cuc5 SCTM No, 1000-97-2-9.1 VVfJ- Project Description f Proposed demolition of the existing foundation and stair remains and the construction of a new single family,residence with second floor overhang, garage, landings and stairs, breezeway, second floor balcony, outdoor shower, raised patio and stairs, residence.chimney, bilco doors, a/c mechanical units, patio at grade, outdoor kitchen, swimming pool, spa/hot tub, pool fending, pool drywell and pool equipment, pole barn, house driveway, barn driveway, existing concrete pad to remain and I/A septic system. Approx. 1645 cubic yards of excavation and 1165 cubic yards of fill for the project, the excess fill will be removed from the site. All work will be completed landward of a silt fence and project limiting fence. The project will include the establishment of a proposed 15' wide non-turf, no fertilization vegetated buffer which is landward of the edge of lawn. The project will include the rernoval of 3 trees and the replacement with 6 native hardwood trees at a 3" caliper size. ` +M J �i f>'3��'7}Y q!,�_t � k yxt�. {t j' 8 , J<�` •�^"'� aG t �! l�•''I�'f .. i ro}'�: � f"ittNl 'E� '4� gxStruc urn ,,a � 4Area(sgftopt ;tint WetlanC���se �ck(ft). E:—d"�'�s. +i J�.fix; �:,�:Y�`r�7I.�C"K4�����c`f�;?F' ..u:" �4�.,�«�-����� 5u�a�� `�a. air d+..• �,w;i�a��.�.,a� l��`arn,i'� #Fsa�$ V�3i�.»,.r� �r . :, ? knee., 1631.4 '113.6 " t4 AIR , ;Residence(2iid`,floofr overhang) iI 47 i A Y {! �! Carle 780 116.9 777, T r; j 40+46 86 r 82 8 'i Landing and stairs NW(2) j ' }} 15 126.2 •}.� �I i � qz(P CYn: t � Uli lal; "•Y4! 1 t: Ih7' � } n R I P f!p �"� Lanclinx �DII>✓ "' " �{12 <, '" 82 3 ;�o Breez® 80 115.4 �F I�Yi EAl 11 � I sl Outddorl ghower4�^ r � 16 123.7 tpO ' !, ;Rai �►d I�atio� i�`;' � � 560.3 ya; Ralsed,F'a o:stairs ; 4 30.2 123.3 ( 3* ! d a �1 Qr Y,V U r , { ,4 1.`i a , s Chim��ey� {;k 3 . ��( , 1�1 5r ! 97 I�' �� �B�Ico Ce11atyEratrance 42.2 88 A/C MI & Unit 1332� hit' � � Sk 4 1" � � " " t 1 Md ). 't tC rS , i t ,7.,, [ 1 s:!• Yt,i.0 " ° t , 1! , � Patio at Grade i rr 1 pool 1 3659 84A 1 p O Y 1 DpCttchlen F!ot3l1 a ��,}�' 648 109 + i if �, Spa/Mothub: } 100 �' �,104 5' y� u r S rtrtire� i'Area(sq.tt.)'fot rir�t We IancseCb rk ft) � ,� Pooi encl�nsure fencing �;{ e 350 Linear feet 78.2 : Wx Pool equIpment` ' 40.5 167.4 ` A 441. E '�'1 � Po'ieblarm� sit' it 2400 BOG P 7 4at.A tid�x!dlm3< r +y. Y'rif � Arai a F } �, t� ydti J iY� { HouseDr� ewa kl. S t �+y ti #1i a 8000 119 9 �� �; ai t t EA y Barns Dr ieviray ';` elf 3500 r 135 6' � CiOt1C1'Bt03�1atCRrBnlalnv¢ i�+ 498 78.3' septia.,ty 60 14`6'3 to"tank 540 169 8 toy leaching galleys 190 Mt 163 7 to future galleys l i1'"--,Qt aa'...-.^^ cf —r'-r u:" , r�it„-�."� .".'.5.-,-� :'��. 4�t�r f — y.r: ir73'S� ;wa4ruy'.� +S-' 4 b�kY �»F j € r..�^ tr +y�� '� 55r' 1 1�' t ,e .Ie" n. I 6i Struc4ur � r � Area(sN M footl-rint Wetlanc setiberk� f N era s�4�OncY � �i 47 "a ri -'Pool enclosure fencing 350 Linear feet 78.2 25------— ------- 159.5-----— Pool equapment�t ti ,,t 40.5 _167.4 t ,Pole Barn `� . ;� in �.3 119.9 r s 4, House Driveway 8000 ' Barn DHVeway- 3500 135.E 498 78.3 1/A'sept�c system 60 _ 146.3 to tank ( 540 169.8 to leaching galleys 190 163.7 to future galleys I DECE0vE FES v 2025 Southold Town Board of Trustees �'ardl of TrusteWesi Applicata.( , GENEWkL, DATA 284,983 sq.ft. (8.5423 Acres)total 277,683 sq, ft,(6,'37 Acres)upland ,Land Area(in square feet); 7,300 soft,.wetlands Area Zoning: R-80T .._..._._ _ � Prgvious use of property: vacant land Intended use of property: singe Family Residence Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as.per Town Code? X .Yes No If'"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project requure a variance from the Zoning Board of ikppeals? 'X Yes No If"Yes", please prwide copy of decision. will require a variance for the proposed barn once the house is issued a building permit. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No . ._ ._...�... N/A vacant Does the structure(s) on property have a valid Certificate of Occupancy? _Yes No Prior permits/approvals for site improvements: Agency .Date ® E C E � Trustee#9431 04/17/201,9 WE Trustee'# 10049 12/15/2021 F E B - 4 2025 Southold Town --— ----- — --- Board of Trustees No prior pe:tmits/approvals for site improvements. Has any permiVapproval ever been revoked or suspended by a governmental agency? X No_,_,_._Yes J 'if yes, provide explanation:. --�--- Project.Description(use attachments if necessary): Proposed construction of a new single family residence with second floor overhang, garage,landings and stairs, breezeway, second floor balcony, outdoor shower, raised patio and stairs, residence chimney, bilco doors, a/c mechanical units,patio at grade,outdoor kitchen,swimming pool,spa/hot tub, pole barn,house driveway,barn driveway, existing concrete pad to remain and I/A septic system. Approx. 1645 cubic yards of excavation and 1165 cubic yards of fill for the,project,the excess fill will be removed from the site. All work will be completed landward of a silt fence and project limiting fence. The project will include the establishment of a proposed 15'wide non-turf, no fertilization vegetated buffer which is landward of the edge of lawn. The: project will include they removal of 3 trees and the replacement with 6 native hardwood trees at a 3"caliper size. see attached project description and table. yard of Trustees Applicati(' WETLAND/TRUSTKE 1 ANDS APPLICATION DATA Purpose of the proposed operations: The project includes the proposed construction of a residence with accessory structures on'the residential zoned property to provide the property owner with a new residence on the vacant lot. Area of wetlands on lot: 7,,300 sq.ft. 'square feet, Southold Town Board of Trustees Percent coverage of lot: _ 2.41 _o/, _ 71'to the concrete slab Closest distance between nearest existing structure and upland edge of wetlands: �- feet 87'to raised patio Closest distance between nearest proposed, structure and upland edge of wetlands:._ _feet Does the project involve excavation or filling? No _ X-- Yes If yes,how much material will be excavated?. 1454 cubic yards HoNk much material will 'be filled? 746 cubic yards excavated to—1 'd pth for basement Depth of which material will be removed or deposited: _ _ -.-__ Meet Proposed slope throughout the area of operations: —2-5%slopes Manner in which niateria.l will be removed or deposited:-Excavated with a back Inoe.:Excavated -- f:)roposed excavation for the construction activities associated with the new residence cpostruclQr�►lrb basement, swimming poolexc avation and footings footings for the retaining wails for the patios and deck areas. Sitatement of the effect, if any, on the wetlands and tidal waters of the town that may result by i•eason,of such proposed. operations (use attachments if approprri.ate): _The proposed proiect will have no or minimal ilum; #to the on site wW a$fyetLth -nronoced,yyetlap , etbacks� and the proposed 15'wide non-turf vegetated buffer. The proposed upland work will be conduc4ed on the landward side of a wire backed silt fence to prevent erosion of sediment into the creek. � n I 61 :20 � � � 0 � � Appersi ix B Shtw Bnvironmetita l Assessment Fortia FEB - 4 2025 In trtuctia>Is for C�'omp1letinQ Part 1-Project Information. The applicant or project sponsor is responsible for the coyaip etion of Pa0rP1ttlRd03nsu� become part of the application for approval or funding,are subject to public review,and may be •uhjest-t #T tt s Complete Part 1 based on information curgo-ntly 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 item;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 miy item. Part 1 -Project and Sponsor Information --Agent: Lisa Poyer, win Forks ermfts 288 E. Montauk Highway Hampton Bays, NY 11946 Name of Action or Project; 031-644-5998 Nathan Brzozowski residence with accessory struedtures lisa@twinforkspermits.com Project Location(describe,and attach a location map): ��- 34460 iMain Road, Cutchogue (SCTM No. 1000497-2-9.1) Brief Description:of Proposed Action: Proposed construction of a new single family residence with second floor overhang, garage, landings and stairs, breezeway, second floor balcony, outdoor shower,raised patio and stairs, residence chimney, bilco doors, a/c mechanical units, patio at grade, outdoor kitchen, swimming pool, spamot tub, pole barn, hoUse driveway, barn driveway,existing concrete pad to remain and f/A septic system.. Approx. 1645 cubic!lards of excavation and 1165 cubic yards of fill for the project, the excess fill will be removed from the site. All work will be completed landward of a silt fence and project limiting fence. The project will include the establishment of a proposed 15'wide non-turf, no fertilization vegetated buffer which is landward of the edge of lawn. The project will include the removal of 3 trees and the replacement with 6 nativte hardwood trees at a 3"caliper size. Name of Applicant or Sponsor: Telephone: 631-381-5613 Nathan Brzo:yowski E-Mail: nbrzozowski@Amail com Address: PO Box 1270, Cutchogue, NY 11935 City/PO: Stcnte:, Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, N YES administrative rule,or regulation? X If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected:in the inulaicipality 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? NOP YES If Yes,list agency(s)name and permit or approval: X NYSDEC permit, Southold Trustee Permit and Southold Town building permit, SCDHS permit 3.a.Total acreage of the site of the proposed action? 6.5 acres b.Total acreage to be physically disturbed? N0.6 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 6 5 acres 4. Check all land uses that occur on,adjoining and near the proposed action. o Urban X Rural(non-agriculture) o Industrial o Commercial o Residential(suburban) o Forest a Agriculture a Aquatic ;o Other(specify): , o Parkland Page 'L of 4 Tawn of Southold _ ® E CN V E G1;&SISTENCY AS, ES P�E1�iT FORM F EB - 4 2025 A. INSTRUCTIONS Southold Town 1. All applicants ,for permits* including Town of Southold agencies, shd i-comp�e ar a for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other infonnalion used by et Towne. of Southold agency in making a determination of consistency. *Except minor exempt actions innWA Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before, answering the questions in Section C, the 1 reparer of this form should review the exempt minor action list, policies and explanations of each policy contained in 1he'Town of Southold;Local Waterfi'orht Revitalization Program. nosed aestion w' be eIvzliu��,ed as to its wi n nt, btnela+ ial and:adyee of �t;yrtrpc�n.fi�he coaslI°c� ( rl,u►ch inoludes aii!oi1: r» o1d'T"o 3. If any question in Section C on this form is answe.red "yes" or "no", tlhen the proposed action will affect the achievement of the LVW policy standards and conditions contained in the consistency review law. .'I'k _each!l1i1 'E e]f":>I1li>IISt; E .gxgh&yid j d�etn ,�- sth%g both SURRdrtilr���rtn ,aMig iffracks. If an action cannot be certified as consistent with the LWRP policy standards and conditions, t.sh_ dll.no`t be Pde:ld-:a . A copy of the LWRP is available in the following places: online at die Town of Southold's websitc; (southoldtown.northfork.net), the Board of"Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRI pTION OF SITE AND PROPOSED ACTION SCTM# 1000-97-2-e.I` ]PROJECT NA11M- Nathan Brzozowski The Application--has been submitted to(check appropriate response): epons ): 'Korn Beard u Planning Board[] Building Dept. I..._� Board of Trustee 1. Category ofTown of Southold agency action(check appropriate response): (a) Acdon undertaken directly by Town agency(e.g.capital construction,planning activity, agency regulation,laud transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit, approval,license,ceitifhcation: x� Nature and extent of action: Proposed construction of a new single family residents with second floor overhang,garage, landings and stairs,breezeway,second floor balcony,outdoor shower, raised patio'and stairs, residence chimney,bilco doors, a/c mechanical units,patio at grade, outdoor kitchen,swimming pool, spa,bot tub, pole barn, house,driveway, barn driveway,existing concrete pad to remain and I/Aseptic system. Approx. 1645 cubic yards of excavation and 1165 cubic yards of fill for the project,the excess fill will be removed from the site. All work will be completed landward of a silt fence and project limiting fence. The p oject will include the establishment of a proposed 15'wide non-turf, no fertilization vegetated buffer which is landward of the edge of lawn, The project will include the removal of 3 trees and the replacement with 6 native hardwood trees at a 3®caliper size. 0 V E Nathan,Brzozowski residence with accessory structures FEB - 4 2025 SC TM No, 1000-97-2-9.1 t Southold Town Project Description Board of Trustees Proposed demolition of the existing foundation and stair remains and the construction of a new single family residence with second floor overhang, garage, landings and stairs, breezeway, second floor balcony, outdoor shower, raised patio and stairs, residence chimney, bilco doors, a/c mechanical units, patio at grade, outdoor kitchen, swimming pool, spa/hot tub, pool fencing, pool drywell and pool equipment, pole barn, house driveway, barn driveway, existing concrete pad to remain and I/A septic system. Approx. 1645 cubic yards of excavation and 1165 cubic,yards of fill for the project, the excess fill will be removed from the site. All work will be completed landward of a silt fence and project limiting fence. The project will include the establishment of a proposed 15',wide non-turf, no fertilization vegetated buffer which is landward of the edge of lawn. The project will include the removal of 3 trees and the replacement with 6 native hardwood trees at a 3" caliper size. Y`j r FA .z�' 'f '� I i s n . a?"r' �`b r° 3 �"` C•;r^ !r "if s,.. ,& ab� IH��„�, '� i,�� Residence,�(isfloor) f �, 1631.4 113.6 S3 } K JI II 6 (, M T $ " Residence(2nd floor overhang) 4 f k 47f4 a 113 6 , i � rF 6� 1 s �� a 780 116.9 p ,' �tl '{ Landing ar�ds`tai?>NW(1) 82 8 { E y' Landing an i�s ai .NW(2) y � 15 -� _ '126.22 � ...-._.., N'i �! Landing ME: 12 82.3 E E$ .twq f P � �` 80 115.4 ,��ir� �s'." +,i � ,.. �. , � 2nd floorl0E3alcony OirtdaA�►r"hanrer f _ 16 123.7 �� F ,i � u � Ra�sec�!Patio.° I Syyr Z, s RalsedPablotairsnE °� ; �� 30.2 123.3 t' Bdco Cellar,�Eratrance "! % 42.2 88 1 y tNloc�i Ulnas " �l 25 A F a �F FY i' patio at Grad&'sWrouppndmg pool �yRyw ,I 3659 84A % '� hT � P I[ s f ♦ F @@K]tchsn �� `" 36 ''� ' E `' 91 E� d �? . E IP t• z}� 648 109 Spa/lia t Tub r a y 100 104 5„ r� St a� 4 � qdt i fi Pooi enclivsUre Fencing °a" i, 350 Linear feet 78.2 P of"a 4 t ; s, Pooi dog v�reH � 25, .� Pooliluapnrent 40.5 167.4 p q A57777,177777 �p� Poie EJarn 'r�;, 2400.E 100" . �{ I ,t House�,D`roveway , 8000 119.9 �, , r Barn`®ri��eway i' i `a 3500 135 6 ` ; �p4z �.t� �5,15 �S, 3" r+��-{•--.�5 _i� utat� `.,_......,�, � ��t% E�! r,i�r,.,.r a �,i , ��.� 7! r .� / �fl'%_...o.._. � 'i " F Concrete`padl tcn}remairi �> F 4981 78.3 1/A sy item f 1 60 146 3 to,tank ;' a, 540 1B9 8 to`leach�ing galleys 190�" �, ,;1'63 7�t'o fut Lire galleys i B°1. t ' rs77 c--^^" ,t , .„rl P rtrr Area(sq ft)fOotlnc�tkiNeflaacV sejdttback(ft� . -"Pool.enclosure fencing i '� 350 Linear feet 78.2 25 159.5 i (x „ Pool equipment r `---�— 40.5 W -- 167.4 � 2400-_-- 100 r Pole Barn f : t , Housa Drnveway 7 ; 8000 119.9 ' Barn'®tiveviray 3 3500 135.E Concrete pail{to`remains ;pp 498 78.3 I L�_ f f• lJ i VA'septtc`system 60 146.3 to tank • it j 540 169.8 to leaching galleys i 190 163.7'to future galleys FEB - 4 2025 Southold TO '- Board of Trustees 1 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Saturday,January 25, 2025 11:40 AM To: 'Lisa Poyer' Subject: Brzozowski; SCTM# 1000-97-2-9.1 Good Morning, Regarding the Brzozowski application, at this time the application is incomplete and will not be on February's public hearings for the following reasons. • The survey submitted depicts the dwelling that was proposed under Wetland Permit#'s 9431& 10049 which is not permissible to be used for a significantly different proposed project. An updated survey either depicting existing including all vegetation/trees or the proposed project with all vegetation/trees to remain and what is to be removed within Trustee jurisdiction be submitted (leave prior non-disturbance, edge of lawn, etc. around wetlands on revised survey). This is a vacant lot,the Board will want to see existing vegetation. • The current site plans depicts the gravel driveway to the barn cutting through the previously established 15' wide non-disturbance buffer along with clearing extending past the buffer and lawn area. You may want to reconsider the location of driveway. Can you have two separate driveways on one property? • The site plan does not depict the distance from the edge of wetlands to the pool patio which is required. The raised front patio on the site plan, does it continue around the pool so that this area is also raised? A site plan detailing the entire pool area/patio/spa/etc. must be submitted along with elevations if raised at all above current elevations. No pool fencing or designated pool drywell are depicted which are required. • Site plans should also depict all trees/vegetation to be removed or to remain or a vegetation plan be submitted depicting all. • Your written description is missing information (i.e. driveways w/size, spq, bbq area,outdoor shower, etc.). It needs to be revised to include everything. Per the Board of Trustees regardless of the location of a structure, if any part of a connecting structure is within Trustee jurisdiction,then the proposed structure is also within Trustee jurisdiction (i.e.for an addition to a dwelling where part of the dwelling is within 100ft. but the addition is not. A permit is required for the entire dwelling and addition as you are connecting the addition to a structure within jurisdiction, including a proposed I/A system). • You do not have to state in your project description the distances from wetlands to a structure but it needs to be depicted on the site plan. • Separate out all landings,front/back entries,decks/patios/stairs/2"d floor balconies with dimensions. Do not combine all into one total square footage. • Assuming elevations in red on the site plan means fill to be regraded on property? Please add details of top soil/fill in written description of what will happen to it once excavated. • Given the environmental sensitivity of this property,do you have a NYSDEC permit yet? If yes, please email me the DEC permit for the file. 1 • Concrete area to remain on stie plan? This must be part of the application description and dimensions of said area to be added onto the site plan. • Some proposed structures on the site plan do not depict dimensions. This must be updated to show all proposed with dimensions. • What is the dotted out area that cuts through the rear deck,goes to edge of patio and down/up stairs? Please have the details added to plans and description or remove from plans. If it's a pergola or similar, it needs to be part of the application. • Site plan does not call septic systems I/A systems which is required for new dwellings/structures. This is just an initial review of said application. Please submit all revisions for March's agenda and the application will be further reviewed at that time. Eliza6eth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 2 J Cantrell, Elizabeth From: Lisa Poyer <lisa@twinforkspermits.com> Sent: Friday, December 13, 2024 4:37 PM To: Cantrell, Elizabeth Cc: Hobson,Thomas Subject: 34460 main Road - Nathan Brzozowski Elizabeth, I spoke with Nathan about my absence for the anticipated February Trustee meeting agenda,the client would like to stay on for the February hearing date and he will be in attendance at the hearing. Thank you. Lisa ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Cantrell, Elizabeth From: Lisa Poyer <lisa@twinforkspermits.com> Sent: Friday, November 8, 2024 9:19 AM To: Cantrell, Elizabeth Subject: 315 Fleetwood Road Elizabeth, Please exchange the place of this application which was submitted this morning for my next application in line which will place the 315 Fleetwood application on for the December hearing date which would be December 11? Let me know if you have additional questions regarding this request. Thank you. Lisa Poyer Twin Forks Permits 631-644-5998 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. D ECEIVE NOV 8 2024 Southold Town eoordorrn 1 Glenn Goldsmith,President Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President Fes✓ P.O.Box 1179 John M. Bredemeyer III Southold,New York 11973 Michael J. Domino Telephone(631) 765-1892 Fax(631) 765-6641 Greg Williams BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only I a V I , Coastal Erosion Permit Application Wetland Permit Application � . �I�,j,, Administrative Permit Amendment/Transfer/Extensi -- �� Southold Town Received Application; M 3aarci of Trustees Received Fee: Completed Applicatio ° �(. incomplete: 1 a5 _ _ SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent):---,,--, l _ LWRP Consistency Assessment For Sent 3] 7 CAC Referral Sent: Date of Inspection: _Receipt of CAC Report: t t Technical Review: _,Public Hearing Held: 9 �_.... Resolution: Owner(s) Legal Name of Property (as shown on Deed): Nathan Brzozowski Mailing Address: PO Box 1270 Cutchogue, NY 11935 � Phone Number: 631-381-5613 Suffolk County Tax Map Number: 1000 - 9 _ 7.-2 9.1 Property Location: 34460 Main Road, Cutchogue (If necessary, provide LILCO Pole#,distance to cross streets, and location) AGENT(If applicable): Lisa Poyer,Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone Number: 631-644-5998 „ Email: lisa@twinforkspermits.com + Bobof Trustees Application GENERAL DATA 284,983 sq.ft. (6.5423 Acres)total 277,683 sq.ft. (6.37 Acres) upland Land Area,0n square feet) ..7,300 sq,ft..wetlands ......... Area.Zoning R-80 Previous use of property:. vacant land Sin le Famil Intended use of property.. Residence r g.... Y Covenants and.Restrictions,oii property? Yes X No if"Yes';please provide a copy. Will this:project require a Building Permit"per Town Code? ; . x Yes No If"Yes" be advised this application will be reviewed bythe Building Dept. prior to:a Board:ofTrustee.review and Elevation Plans will be required. Does this project require a variance from the Zoning Board:of Appeals? X Yes No. If"Yes",please provide.copy of decision. will require a variance for the proposed barn once the house is issued a building permit. Will this project require any.demolton-as per Town'Code or as determined by the Building Dept.? Yes X No N/A vacant Does the structure(s).on.properEy have a valid Certif cafe of Occupancy.?. : Yes No Prior permits/approvals;for.site improvements: Agency Date ..,..Tr:uste.e:#9431.:: 04/1.7./2019. Trustee#10049 12/15/2021 No-prior permits/approvals for site improvements: Has any`permiVapproval ever been revoked or suspended by a governmental:agency? X No. Yes If yes,.provide explanation:.. . _. _:.. ... Project Description(use attachments if necessary): Proposed construction of a new single family residence with attached 2 car garage, raised patios, swimming pool and detached ;.barn, driveway/parking and I/A septic system. The proposed two story house with attached 2 car garage will be 4,412 total GFA with a footprint of 2,495 sq.ft. setback 97'from the wetland limit;raised patio-south side of the residence at 532 sq.ft.setback 91'from the wetland limit;combined landings at 125 sq ft greater than 100 feet from the wetland limit,combined decks at 100 "sq.ft.greater than 100'from the wetland limit, patios at grade-east and west sides at setback 88'form the wetland limit;2nd floor cantilever at 116.4 sq.ft.setback greater than 100'from the wetland limit;second floor balcony at 168 sq.ft. setback 97' ..:from the wetland limit; VA septic system setback 150'from the wetland limit;swimming pool at 18'x 36'total 648 sq.ft. setback 110'from the wetland limit;spa at 100 sq.ft.setback 107'from the wetland limit;barn at 60'x 40'totaling 2400 sq.ft. setback 1 00'from the wetland limit with seasonal septic system. So of Trustees .Applicatibn WETLAND%TRUSTEE LANDS APPLICATION DATA Purpose of ahe proposed operations::: . .. The project includes the proposed construction of a residence with accessory structures on the residential zoned property to provide the property owner with a new residence on the vacant lot. Area of wetlands.on lot. 7,300 sq.ft. _square feet .Percent coverage`of,lot: 2.41 71'to the concrete slab Closest distance between nearest existing structure and upland edge of wetlands:.. ,,. feet 87'to rais d atio Closest distance'between nearest proposed.structure and upland edge.of wetlands: fee ,. X Does tl e-prgJect.involve excavation or fillings .� No Yes If yes,how much material will be excavated?... 14s4. . . ..,cubic yards How muchmaierial wi11 be filled?:.. 746 cubic yards ', Depth.of which"material:will be removed or, excavated to—i depth for basement deposited:; Meet Proposed slope throughout the area of;operations, -2-5%slopes Manner in*4 ch material will lie removed:or deposited: Excavated with a back hoe. Pro osed.excavation:.for the.constructio.n.activities..associated with the ne.w.residence construction With a 9'.tall basement, swimming pool excavation and footings footings for the retaining walls for the patios and deck areas. Statement of the effect; if any, on the.wetlands and tidal waters of the town that may result by reason;of such proposed.operations (use attachments if appropriate).: .....The.proposed.promect will have no or minimal.im act to the on site-wetlands and the proposed non-turf buffer. The proposed upland work will be conducted on the landward side of a wire backed silt fence to prevent erosion of sediment into the creek. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Nathan Brzozowski residence with accessory strucdtures Project Location(describe,and attach a location map): 34460 Main Road, Cutchogue (SCTM No. 1000-97-2-9.1) Brief Description of Proposed Action: The proposed project will consist of the removal of the existing foundation and construction of a new residence with attached garage, raised patio, at grade patios, swimming pool, car port, Agent: Lisa Poyer,Twin Forks Permits detached barn, I/A septic system for the residence, seasonal 288 E. Montauk Highway septic system for the barn, driveway and site parking. Hampton Bays, NY 11946 631-644-5998 lisa@twinforkspermits.com Name of Applicant or Sponsor: Telephone: 631-381-5613 Nathan Brzozowski E-Mail: nbrzozowski@qmaii.com Address: PO Box 1270, Cutchogue, NY 11935 City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: X . NYSDEC permit, Southold Trustee Permit and Southold Town building permit, SCDHS permit 3.a. Total acreage of the site of the proposed action? 6.5 acres b.Total acreage to be physically disturbed? -0.6 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 6•5 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban X Rural(non-agriculture) ❑Industrial ❑Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or nearithe site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: on-site private I/A septic system X 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? Existing developed site,cleared and disturbed X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ❑ Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? Northern long-eared bat X 16.Is the project site located in the 100 year flood plain? NO YES Proposed activities located within the"X"flood zone. X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ®NO❑YES X b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO IN YES Gutters and leaders to on-site drywells. Page 2 of 4 18.Does the proposed action include co iz�culetion or other activities that result in the imp.:. _ ,nent of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO I YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Agent: Lisa Poyer,Twin Forks Permits, Principal Planner Date: August 8,2024 Signature:LaqvA 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 o large impact impact : may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 BG 3 of Trustees Applicatior� AUTHORIZATION (Where the applicant is not the owner) I/We, Nathan Brzozowski owners of the property identified as SCTM# 1000- 1000-97-2-9.1 in the town of Cutchogue,Town of Southold New York, hereby authorizes _ Lisa Poyer,Twin Forks Permits 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. Prop er's S'gn t Property Owner's Signature Nathan Brzozowski SWORN TO BEFORE ME THIS_ I DAY OFJ U S t ,20 NORMA SANCHEZ [Registration TARY PUBLIC,STATE OF NEW YORK No. 01SA6432365 Qualified in Suffolk County mmission Expires May 02, 2026 B(; 1 of Trustees Application,' AFFIDAVIT Nathan Brzozowski BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature ot Prope O e Signature of Property Owner Nathan Brzozows SWORN TO BEFORE ME THIS. r, DAY OF : 20 .v NOR MA SANCHEZ NOTARY PUBLIC,STATE OF NEW YORK Registration No. OISA6432365 Qualified in Suffolk County Commission Expires May 02, 2026 o u is APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM 7�e'I'own of Southold's Code of Ethiisproliiliits conflicts of interest on the Hart oftown ofTcers and employees The.puroose of this form"is'to provide'iiiformation'wfiid can alert the'town ofpossible conflicts of interest and allow at to take whatever achon�s "necessaiyto:avoiilsame; ' YOURNAME: _ Nathan Brzozowski (Last name,first name,giiddle initial,inless you are applying iii 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 X_ Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map . - - Planning Other (If"Other",name the.activity.) Do you personal ly'(or through.your company,•spouse;-sibling,parent,or child)havi:a relationship with any,officer or employee of the Town;of Southold? "Relationship"includes by blood,nlarripge,or.liusiness.ititerest"Busmesshnten f'means a business, including a Na crship;.ia�Yhich the fowri otliceror employee has even_a partial'ownership of(or eniployuient by)A corporatloii in which the tciftofficer:or employee owns:more than 56/0 6t-the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person_ Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner.of g eater.than 5%:of the shines of he corpoiate.stock:of ihe:applicant' (when the.app"licant.is a cofp'oration); B)the leg'til or beneficial owner of any,interest in anon-corporate.enttty(whetitfie applicant is not.acorporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP ' Submitted this day of 20�_ , SgnatuFe Print Name_ -- han B o ski Form TS 1 APPLICANT/AGENUREPRESENTAT ' TRANSACTIONAL:.DISCLOSURF FORM e'1 ti of ant o d's C e of th cs robs tt co fl ct'o merest t a" f " ri see an c to t s s s: o �. o. ra�ide info ' atio° w tch'can alert the town of»o si Ie c icts of re and a to It o e ruhatevec ac on '#leCe`45QYy tt1 a'�+(Ild-�S1mC. YOURNAIv1E: ,Lisa Poyer, Twin Forks Permits,_.. (Last naive;first.nane,4iddle initial;unless you are applying st the riarne of someone:else or other,entity,such`as a company.If to,indicate the other person'.s or:company°s.name.)' NAME OF APPLICATION:`(Check all that apply.) Tax grievance Building Variance Trustee Change of. _.. Coastal Erosion Approval of plat Mooring Exemption'from plat or officialInap, Planning, Other Of"Other,name the activity;) . Do you°person Lily(of through yourtompany,spouse?sililirig,parent,or Whitt!)It*4�e a relxttan hip wttl tiny of cer or employee of the Tawtt of$outltold? `.`Relationship'.'includes:by blood,trY$rraage,at btslness interest "Sustatess interest?.'means a basutess, tiicludng a partershtpa:in which the tawriafttcer of etnploycc l2as'euen 3 patiul.a�vnershtp"of.(or enlploymentby)a corpora in which the tQ1 t oBiheirot;employeeo ns mote:thanS°1o.bfilidt fares. YES If you answered"YES complete the balance of this form and.date and;sign where indicated: Name of person"einployed by the Town of'Southold. Title or position of that person, Describe the:relationship between yourself(the appheant/agent/representative)`and the town.officer or employee.Either check the appropriate.line A)through Dy and/or describe,in the space provided.: The town officer`or.employee or his or her 5pouse;.sibling;.parerit,oT child is(check alf thatapply): ;A)the owner,* greater than S°'�of the sktare5 of tfi .corportte sipck`r3f the t{ppltcant (when the applicant a corporaihon; B)the legal or bencfictal.owner ofany tnti»tust to a:nan-corpbtate;erititywheri iii applicant is nota corporation); C)amofficer director,partner;or employee of the applicant;or D).the actual applicant. DESCRIPTION OF RELATIONSHIP, S.ubmite ay of 2U44 Rrint N Lisa Po e Form TS.l _z bard of Trustees Applicati,'_� J PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS:. �J 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 , 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: NATHAN BRZOZOWSKI SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, March 19, 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 Board 'of- Trustees Application PROOF OF MAILING OF NOTICE ATTACH CF.RT(FIFT)MAIL.RF,CE1PTS APPLICATION NAME,.&'SCTIMg: Nathan Brzozowski 1000-97-2-9.1 NiMV18: ADDRESS: 34955 Main Rd Cutch LLC Devoe F& Ors Bassford c/o Solow Realty& Dev 308 N. Country Club Dr. 9 W. 57th St, Ste 4500 Atlantis, FL 33462 New York, NY 10019 Kathryn Hartmann 34955 Main Rd Cutch LLC PO Box 717 34955 Main Road Cutchogue, NY 11935 Cutchogue, NY 11935 Pamela Watson Pugliese Vineyards LLC 395 Harvest Ln ; u C IV 2705 Bridge Ln Cutchogue, NY 11935 j� Lim PO Box 467 Don L.Jayamaha LJ Cutchogue, NY 11935 243 Maiden Ln MAR 1 8 2025 John B Brush Jr Mattituck, NY 11952 PO Box 589 Southold Town Cutchogue, NY 11935 Union Free School Board of Trustees Cutchogue East Elementary STA`lTE OF'NEW'YORK 34900 Main Road COUNTY:OF SUFFOLK Cutchogue, NY 11935 Lisa Poyer,Twin Forks Permits ,residing at . . 288 E. Montauk Highway, Hampton Bays,NY 11946 ,beitig dilly swoni, deposes and'says that of tfie _(0 day of./VLeRk� ,205 deponent mailed a true copy oftle Notice set forth in the Board of Trustees Application, directed to each of the abovemamed persons at the addresses set opposite their,respective navies;.that-the addresses.set-opposite the names of said persons are the address ofsaid persons as showri:on'the current�assessment roll of the Town of Southold;.that said.Notices Were:mailed.at the United States Post Office located at ,' gy&rq,pprt-, ,Vy , that said Notices were nailed to each of said persons by CERTIFIEn MAIL/RETURN RECEIPT. Signature SWorn to -before vie this Day of. M t& �! CONNIE D.BUNCH Notary Public,State of New York No.01 BU6105060 �d ti Qualified in Suffolk County Lf -� .� C \ Commission ExPlres April 14,2 Notary Public t _ i Postal Postal i O o m ECEIPT CERTIFIED RECEIPT Domestic Mail Only •. • �. C3 u ague alY 1193 1 # E 3 ,2 1 �:..�, - 13 . 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Signature �,�j } �:J° oo m - M a C - ■ Complete items 1,2,and 3. C//��G�v `� ❑Agent �n c � = n m" ■ ■ Print your name and address on the reverse X r7 m m ° N ■ ❑Addressee } o, n m W a'a fp so that we can return the card to you. m 3 m ' ■ Attach this card to the back of the mailpiece, B �eceivedby(Printed Name) C. Date of Delivery p T � "s m a Nro - 1 O� l H v n v $• ri • } or on the front if space permits. I o o a m s 1. Article Addressed to: D. Is delivery address different from item 1 00 Yes ( 5 0 r•� m o r n �C If YES,enter delivery address below: ❑No m t-• I w�»f»tn�»ii J 3. Service Type ❑Priority Mail Expresses l II I'III�I I I'I I II'll III I II Iill II I II'I II II III ❑Adult Signature ❑Registered❑ MAt R ^> 0 • ❑Adult Signature Restricted Delivery Registered Mail Restricted �i<`',, � I ❑Certified MailO Delivery I, X. ❑Si nature Conn tionT"• - 9590 9402 9059 4122 4618 83 ❑Certified Mail Restricted Delivery s ❑Collect on Delivery ❑Signature Confirmation 6f=�6 I G �mW El Collect on Delivery Restricted Delivery Restricted Delivery } t�,_�' _2._Article_Number_(Iransfer_from_servicelabell — Mail: {p r,�-.j "k •� 9 5 8 11 [l 71,(] 1182 7�© 2:14 51 3 d61� �1 i i lrylaa;Fjeatrietga Delivery oo) i, Domestic Return Receipt PS Form 3811,July 2020 PSN 7530-02-000-9053 3W&C) et r� SECTIONIS SECTION ON DELIVERY SENDER` COMPLETE THIS ■ Complete items 1,2,and 3. A. jgnatyre El Agent !� ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printed Name) Q Date of Delivery ■ Attach this card to the back of the mailpiece, ` or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes y ^ ' C L,+C4 LLC If YES,enter delivery address below: [3No f 3ug55 � fl~I Cal,® Solo� �'d0' �y�' � y •A1/1///��f `5'Ir-7g it St�{11}/9{1�J V V L�/� V_-K 0Y • V 0( 4jl S kXi y F � i 3. 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Article Addressed to: D.Is delivery address different from 1? ❑Yes -; If YES,enter delivery address be 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MailTM I ll"III'I I'll I' II'll III l ll II II Il�lll I II I I'll ❑Adult Signature Restricted Delivery ❑Registered Mali Restricted l 1�.Certified Mail® Delivery 9590 9402 9059 4122 4690 63 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 4 2--Article-Number frransfer_fiom service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery Mail '11R I ' S•2 7I0{ � 5 3 6 17 0)I Restricted,Deliveryr. I PS Form 3811,July 2020 PSN 7530-02-000-9053 .SqL _elyu-o i ` Yu Domestic Return Receipt Glenn Goldsmith,President OFF04�0 Town Hall Annex A.Nicholas Krupski,Vice President �� Gym 54375 Route 25 Eric Sepenoski y x P.O.Box 1179 Liz Gillooly p Southold,NY 11971 Elizabeth Peeples y?,p� �,�0! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ECEIVE BOARD OF TRUSTEES: TOWN OF SOUTHOLD D --------------------------------------------------------------- In the Matter of the Application of MAR 1 8 2025 NATHAN BRZOZOWSKI COUNTY OF SUFFOLK Southold Town Board of Trustees STATE OF NEW YORK AFFIDAVIT OF POSTING • 0D N& 0MA AREA 7H- 0VRMa�I1 11P OMgr S;TRNM— NSMEMAr�E-Or I71 cv'A f" .l VW t+-5 ,residing at/dba Q%Lam. Acyw+w k y �lqy to being duly sworn, de ose and say: That on the l d day of,v1ArC� , 2025, I personally posted the property known as 344(00 lKatt-n �', CjC'L by placing the Board of Trustees officia 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, March 19,2025. Dated: rig ature) Sworn to before me this CONNIE 0.BUNCH th`6--w day o 2 3-5Notary public,State of New York No.01 BU6185050 ounty COMMIseloln ed Expires Apruolkil 14, Notary Public 1:0 E�Ej ��AR a' Southold Town J 1 Board of Trustees ✓/.may o NOTICE OF HEI1MNG' r y �L E x w � p � Glenn Goldsmith,President `�®F s®!/,� Town Hall Annex A. Nicholas Krupski,Vice President ®V� ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski ! J�fi Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 ®l�C®U ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, MARCH 19, 2025 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL LOCATED AT 53095 ROUTE 25, SOUTHOLD PROJECT DESCRIPTION FOR: Twin Forks Permits on behalf of NATHAN BRZOZOWSKI LOCATED: 34460 Route 25, Cutchogue. SCTM# 1000-97-2-9.1 For a Wetland Permit to demolish existing foundation and stair remains; construct a new two-story, single-family dwelling with attached garage (2,422.9sq.ft. footprint) with an 86sq.ft. northwest landing with stairs, a 15sq.ft. northwest landing with stairs, a 12sq.ft. northeast landing with stairs, an 80sq.ft. breezeway; a 234.7sq.ft. second floor balcony; a 16sq.ft. outdoor shower; a 560.3sq.ft. raised patio with 30.2sq.ft. stairs; 42.2sq.ft. bilco cellar entrance; 25sq.ft. A/C unit area; an 18'x36' pool; on-grade 3,659sq.ft. pool patio surround with 36sq.ft. outdoor kitchen and 100sq.ft. spa/hot tub; install pool enclosure fencing with gates, pool equipment area, pool drywell; install an I/A septic system; install an 8.000sq.ft. driveway for the dwelling; install a 60'x40' pole barn with a 3,500sq.ft. driveway; existing 498sq.ft. concrete pad to remain; install gutters to leaders to drywells to contain roof runoff; approx. 1,645 cubic yards of excavation and 1,165 cubic yards of fill for the project, the excess fill will be removed from the site; remove three (3) trees and the replace with six (6) 3" caliper native hardwood trees; and to establish and perpetually maintain a 15' wide non-turf, non-fertilization vegetated buffer along the landward edge of lawn. Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTR.UCTIONS 1�_ All applicants 'for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions die are:subject to.the Town of Southold Waterfront.Consistency Review Law. This assessment is:intended to supplement other'information used by a Town of`Southold agency m making.a:determination of consistency.`*Except minor exempt actions in�Building Permits and other ministerial permits'not located within the Coastal Erosion Hazard Area. I 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 din the Town,of Southold Local WateT&ont Revitalization Program. A »rouosed actton vvrll be evaluated as to its signtfcant beriecial=andadverse`efec#su ontle.00astal area Vvmch includes ail of:SoiitT�old'Town'''. 3:' If any question in Section C.on'this`form is answered "yes":or "no'.,;then the_proposed action will affect.the achievement of the LWRP policy standards and conditions contained'in the consistency review law. .Th* +each aias ve�r..must Ue'ex`lainec�in detail.Iistin .hoth:si omtniii and'non= supiport n facts. If an action cannot be certified'as consistent with the LAW policy standards and. conditions,`it shall.not be.undertakers. A copy of the:LWRP.`is.available. n.thefollow ng places. online at the.Town of Southold's website:(southoldtown.northfork.net),, the Board.of Trustees Office, the Planning Department;all local libraries arid the Town Clerk's office. B. DESCRIPTION:OF SITE AND'PROPOSED.ACTION SCTIVI# 1000-97-2 9.1 PROJECT NAME ,. Nathan Brzozowski The Application has been submOtted to(check appropriate response): Town Board Plannin'Board 0 Building Dept. 'El Board of Trustees 1. Category of Town.of Southold;agency action(check approp#*-response}: (a) Action undertaken:directly by Town:agency(eg,captai construction,.plapning activity,agency:regulation,landtransaction) 0. (b). Financial assistance(e.g.,grant;loan,.subsidy) (c) Permit,.approval,license,certification:. X Nature.and'extent of action:. Proposed construction of a new single family residence with attached 2 car garage, raised patios,swimming pool and detached barn, driveway/parking and I/A septic system. The proposed two story house with attached 2 car garage will be 4,412 total GFA with a footprint of 2,495 sq.ft. setback 97'from the wetland limit;raised patio-south side of the residence at 532 sq.ft. setback 91'from the wetland limit;combined landings at 125 sq .ft. greater than 100 feet from the wetland limit, combined decks at 100 sq.ft. greater than 1 00'from the wetland limit, patios at grade-east and west sides at setback 88'form the wetland limit;2nd floor cantilever at 116.4 sq.ft. setback greater than 100'from the wetland limit;second floor balcony at 168 sq.ft.setback 97'from the wetland limit; I/A septic system setback 150'from the wetland limit;swimming pool at 18'x 36'total 648 sq.ft. setback 110'from the wetland limit;spa at 100 sq.ft. setback 107'from the wetland limit;barn at 60'x 40'totaling 2400 sq.ft.setback 1 00'from the wetland limit with seasonal septic system. 34460 Main Road,Cutchogue(SCTM No. 1000-97-2-9.1) Location of'action.._ .. . Site 6 5 Acres Present and us :::; ....vacant:. with two concrete slabs e .. Present zoning classification: R-80 2. If an application for the proposed aetion has-.been filed with'the Town of Southold agency, the:following information-:shall be provided:: (a) -Name of apllicaut, Nathan Brzozowski PO Box 1270, Cutchogue, NY 11935 (b) .Mailing address: c Tele lion number: Area Code,( 631 381-5613 (d) Application number,if any:., N/A Will.the.action:be directly undertaken;require Rind ng;or approval by.a state::or federal:-agency? Yes Q No If yes; which 5tate.or federal agenirry C. Evaluate the pro ject to..the following policies by analyzing how the project will further support'or not support-the policies._ Provide all'proposed.Best'Management Practices tthat willfurther each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST'POLICY. Policy 1.. Foster a pattern of:development.inthe Town of.Southold:that enhances.community.character, preserves open-space;makes efficient use of,infrastructure,makes beneficial use of coastdJocation,and- -minimizes adverse effects of development. See'LVVtP Section-III Policies; Page 2:for evaluation criteria. Dyes No M Not Applicable: Proposed single,family residence with accessory structures on a privately held residential parcel._ Attach additional sheets if necessary Policy 2. Protect and preserve. historic and archaeological resources of ,the Town of Southold. See LNW Section III—Policies Pages 3, through 6-for:evaluatio,w riteria x. : �.. Yes D -No ❑ Not Applicable ,,..Proposed single.family residencq with acco�!:y.structures,on a.privately held residential.pa,., Attaoh.additional sheets'if necessary Po,Hcy.3. Enhance Visual .quality and protect scenic resources throughout the Town of:Southold; See LWRP Section TII—Policies Pages 6 through 7 for evaluation'criteria Yes No F?(]. Not.Applicable. Proposed,single family resdence,.with accessory structureS on.a privately held residential,parcel.. Attach Wddi onahsheets if necessary NATURAL C,OAST-POLICIES Policy 4. Minimize loss of life structures and:natural resources from flooding and erosion.::See LWRP Section U.,—Policies Pages S through.l6 for evaluation criteria. Yes 'Q.Noa Not Applicable x Attach:additional sheets if necessary Policy 5. Protect and improve water quality and supply in.the Town of,Southold. See LWRP Section III —Pol cies'Pages 161hrough-21 for.evaluation criteria x 0' Yes` ''No Not Applicable .Proposed single family,resideggge.wi h accessor .structures.on a,privatelyr,held residential arceL...The promect includes the..installation. of gutters and leaders to drywells and the installation of an I/A septicy system. The project includes a 15'wide buffer. Attach addiitional sheets if necessary Policy 6: Protect and restore the quality .and function of the Town of Southold ecosystems iItiding Significant Coastal Fish and.Wildlife 11abitats and.wetlands. See LWRP.Section'III ::Policies;Pages 22 through 32 for evaluation criteria.. Yes. No NotAPplic ;_rr'; --� PrQP mp d.single famibLLesidence.with.accessory structures on.a.privatelv..held residential parcel. The•;project includes the installation of utters and leaders to dr wells and the installation of an I/A se s s tic � tem. The ro'ect includes a' wi e u er. g y. p Y.. y.: .: p 1 15 Attach additional sheets ifriecessary Policy 7: Protect ;and;improve :air quality •in the Town. of Southold.:See'LWRP Section III —.Policies .Page's 32 through 34 for evaluation criteria. {� Yes No X Not Applicable. E D, Proposed single family residence with accessory structures on a privately held residential parcel. 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:3.4 through 38 for evaluatioo criteria. Yes I�j No El Not Applicable: Proposed,single family residence with accessory structures on a privately held residential parcel. 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;—Polieies; Pages 3.8 through 46 for evaluation criteria. Peso No 0 Not Applicable Proposed single family residence with accessory structures on a privately held residential parcel. Attach4dditional 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 LMW:Sect on III Policies;.Pages 47 through 56 for evaluation.criteria: Yes No.0'Not Applicable . . ....:... Proposedsingle.farmly residency with accessory structures on a privately held residential parcel. Attach additional sheets if necessary Policy 11. Promote sustainable ,use of living marine _resources. in-Long Island Sound, the Peconic. Estuary and Towa-waters: See L VRP Section III—Policies; Pages 57 through 62:for'evaluaiion.criteria. ' .Yes L. 1. No U :Not Applicable T Proposed single family residence with accessory structures on a privately held residential parcel: ' 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. 1 Yes I No� Not Applicable Proposed single family residence'with accessory structures on a privately held residential parcel. :Attach additional sheets ifnecessary - Policy .13. Promote :appropriate use and :development of energy and mineral resources: 'See LWRP Section.HI—Policies; Pages 65'through 68 fo'r evaluation criteria. .Yes 0 No Not Applicable _.....Pro,osed..sin le famil :..reside.nce,with,accessory structures on.:a privately held,resid..ential.parcel. Lisa Po er,Twin Forks Permits Principal Planner ATE August 8, 2024 PREPARED BY,..; v TITLE D TW I N FORKS PERMITS September 25,2024 -Via Hand Delivery- � � � � Glenn Goldsmith,President V Southold Town Trustees D) 54375 Main Road IIdd PO Box 1179 u S E P 2 5 2024 Southold,NY 11971 RE: Wetland Permit Application So�AtwldTown Owner:Nathan Brzozowski Situate: 34460 Main Road, Cutchogue,NY SCTM No. 1000-97-2-9.1 Dear Mr.Goldsmith: Please find the enclosed Wetland Permit Application for a proposed residence with attached garage,patios,decking, swimming pool, spa and detached barn on the residential zoned property located at 34460 Main Road,Cutchogue,.. NY(SCTM No. 1000-97-2-9.1). In support of the application,please find the following materials: 1. Application fee in the amount of$1250.00,check issued by Nathan Brzozowski; 2. Four(4)copies of the Wetland Permit Application Checklist,Wetland Permit Application form including the General Data sheet,Wetland/Trustee Lands Application Data sheet, Short EAF,Affidavit and Authorization forms and Transactional Disclosure form from the owners and the agent and LWRP Consistence Assessment Form; 3. Four(4)copies of site photographs; 4. Four(4) copies of the property survey as prepared by Peconic Land Surveyors LLP,last revised on June 8,2023; 5. Four(4)copies of the proposed residence and barn floor plans and elevations sheets A-1 -A-5 as prepared by Mark Schwartz&Associates,dated September 13,2024;and 6. Four(4)copies of the proposed site plan as prepared by Mark Schwartz&Associates sheet S-1 last dated 9/13/2024. Please review the enclosed materials for the proposed residence and accessory construction. If you have additional questions regarding the overall project,do not hesitate to contact this office. Thank you. Sincerely, Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com 1 288 East Montauk Highway,Hampton Bays,NY 11946