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Home My WebLink AboutTR-10864 1 Town Hall Anne, s®�r® 54375 Route 25 Glenn Goldsmith, President �� P.O. Box 1179 Vice President `® ® New York 11971 A. Nicholas Krupski, Southold, Eric Sepenoski Telephone (631) 765 1892 Liz Gtllooly aO Fax (631) 765-6641 Elizabeth Peeples ONTVV,� BOARD OF TOWN TRUSTEES . TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CO ACTIVITIENTACT THE OFFICE OF THE BOARDCHECOKED OFF 72 HOURS PRIOR TO COMMENCEMENT OF THE BELO _ INSPECTION SCHEDULE _ Pre-construction, hay bale line/silt boom/silt curtain 151 day of construction '/Z constructed When project complete, call for compliance inspection; S�FFO(,� Glenn Goldsmith,President o�0 COG Town Hall Annex A.Nicholas Krupski,Vice President ay` y 54375 Route 25 Eric Sepenoski ti P.O.Box 1179 Liz Gillooly Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD John Condon on behalf of Barbara Kohn TO: Please be advised that your application dated July 25, 2025 has been reviewed by this Board at the regular meeting of October 15. 2025 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) '/z Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. ,You will receive.your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee = $50.00 TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees vioP-1o�e.;,`;c °g000 visa �_nzaaa'm ° °�,1111 919epo °yp1111 09/9p _ o°11N 999A1 9pp JJ -'1 i` ,.. \ 5'4�„ lG4.L„!.Z-1G;'di'.:E4'Jrbly'4i'1L�•1;;5'•E!MS!;)1kI4..1,,..,4. SA':J.SL ..S.,�:,. .°�,w b°..-...-.12slu.G. :"V"!lL1Ck1',S!:<,G�.;w!>'a:4 .,...,_w..54•LSr.:',%S':';�!S'N.',?d..�l....IS..S:..L. yv';:�a! s ° BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ,w PERMIT NO. 10864 DATE: OCTOBER 15,2025 :iaeeed � 1Aee° ISSUED TO: BARBARA KOHN `r ,11•r°t� � �'e°p°ooa� r.,, , PROPERTY ADDRESS: 500 LITTLE PECONIC BAY ROAD, CUTCHOGUE P •'� � 'firr�% � SCTM# 1000-111-14-12 AUTHORIZATION r � ee f q 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 October 15,2025,and r e in consideration of application fee in the sum of$1,250.00 paid by Barbara Kohn and subject to the Terms and < Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the 1 following: - Wetland Permit for construction activities on the existing two-story dwelling which is located ,+;:: °11!01 outside Trustee jurisdiction including a new I/A OWTS sanitary system; remove existing and j' il construct a 1,068sq.ft. raised rear wood deck with steps,and for the existing 26'x15.2' i f� (398sq.ft.) raised deck and stairs with 8'x15.2' balcony above off dwelling; existing generator .; on concrete pad; install a proposed 351x15' in-ground swimming pool with 4' high pool enclosure fencing with gates,a pool drywell for backwash and pool equipment area; for the existing 14.5'x18.5' (268sq.ft.) cabana with 277sq.ft.concrete patio serviced with water and ooaQle electric; existing 8.2x12.6 (103sq.ft.)shed/boathouse with an 8.2x4.1 outdoor shower with 99/AB° water and electric; a proposed 12011 trench to relocate/install new underground electric to existing permitted deck area alon bulkhead• from cottage to ma house create a proposed 20 v, g P g g P P LE trench to install underground sanitary force main from um station to main house a 49 Lf. - g �'Y pump „F trench to install waste line from cottage to the pump station,and install a pump station;with the condition pool be no higher than 2' above grade; all as depicted on the site plan prepared rr k by Condon Engineering P.C., received on October 16,2025,and stamped approved on October. } o;pl14 ``49pp� 21,2025. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. �� 11 E' .,r'oe'bt•'. :vr;"•'rr;„r.:4r is'rY..RY,`7:2u"P,ttS,.�:Yac .,•_ : : -:- - ,. .'�•.-•,^ '.., `... �•'^".^....••:` . fi i. •r�'wr i' n'ri7lr nn7iilrr""V.,.,�Cii.7�:rht,:fi73,"Sir.�..rriiiTl7C:iT,S�'in.n,�.., ..r,tr•rS,ldS,m'3'.r R. :]. vR.rerrT.rPrrr,Bi,9,"I'^9r^N7rrv!((r1Y"7Y aJtt,iJ'rYrlsrl2riY`rrr rs'v?v,.r 9wJ.r,r'Y9'c?77"'�ri7r,',:Z. ,A,ev s i""".. 7"'.. 2 i 7 ;y. °°1am�•. ..:aa�ee°Ae°Ae1e`B° °+:ael0 ONe1°i 4e�Qd•.°e°•°1�\0 •••:::v:s`-... ...::.r:.." ,v�:: a.::.o:... A:.::.° tee _+• ° >e._!:L'- �. - TERMS AND CONDITIONS The Permittee Barbara Kohn, 500 Little Peconic Bay Road, 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. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of.any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. FORCE MAIN CALCULATIONS: PIPE MATERIAL: HDPE FRICTION LOSS(Cr.150 PIPE LENGTH: 67 LF.INCL BENDS(WORST CASE TO WASTE PIPE OUTLET) 01 LOSS PER 100'@ 1117: 15.Ir l� M Nees: ELEVATION CHANGE 14.6' ELEC 'Ail wiring and equipment are to be be provided and ehstalled by the Electrical TOTAL PIPE LOSS: 15.8'X 67 LF/100'=10.59'+15-T=25.87 0 a \s Ya, PANEL accordance with the National Electric Code(NEC)and Loral AREA OF PIPE 11R 1 X("rt 14)=225 IN' A \gpv� GPM: 39 GPM @ 25.87 HEAD LOSS(SEE CHART BELOW) 'The EC will file all necessary lams and pay ail fees for the electrical work VELOCITY. V=0.4085 X FLOW/AREA OF PIPE(2 FT.PER SEC.MAMMUMn tqa� Col �` shown an these drawings.The contractor will anaMe for all inspections and p - \��` / / BAY jam,,, EXTERI OR RATED secure a Fire Underwriters certificate which is to be turned vier to the owner at V=0.4085 X 39 GPM/225 04'=7.�FT/SEC>2 FTfSEC Qv 33 0 ? ROAD ft completion of the work USE A 1 1lr HDPE FORCE MAIN s 80. °` no TW 29 5 32 5 / JUNCTION BOX BELOW 20 AMP BREAKER PROJECT n.� GRADE IN A 'ad foundation p �for entry of day buried feeders are to be gipped SPRINKLER BOX 12 AWG OF WIRE IN withgalvanized steel sleeves. RMC is to be used at all other foundation and floc LOCATION 36- at x IIE" 94-.021 POLE - 314'PVC SCH 80 LITERS PER MINUTE tv > / I ICONDUIT 'Furnish and install new service equipment and circuit breakers as shown incow WK o so 100 150 zoo ►+� h i these drawings. AN panels and breakers are to be labeled. The electric panels SYSTEM TOO BE PUMPED DRY AND w EXISTINGSEWAGE DISPOSAL M �� s i i� , 1 are to be installe 9 d and rounded in accordance with the NEC and Local Electric 200 60 WUNNEWETA POND B � � REMOVED IN ACCORDANCE WITH THE "� ' ffiQ des- 190 sCDHs sTANOARDs +Z n _ ( o TW 32.0 FUJI CLEAN USA ' and rated for exterior All switch and outlet boxes,junction boxes,and pun boxes installed on the LIEZea • 8 CONTROL PANEL exterior a BW 2A 180 � re to be gahran¢ed steel erior use. o W Q ------ , �' 3Z ' I CONNECT EX WATER SERVICE ELECTRIC RISER DIAGRAM 'AN exterior outlets am to be ha>sed�weati>er proof en t70 5° LOCATION MAP "" 34 N CV e i ' _I I TO NEW WATER SERVICE NOT TO SCALE 160 CO E- ' 150Ej GENERAL NOTES " PROPOSED STONE OR ASPHALT DRIVEWAY 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND �a►art ` I / EX WATER SERVICE TO BE ABANDONED 130 40 SPECIFICATIONS OF THE:LOCAL TOWN d VILLAGE AND THE SUFFOLK COUNTY DEPARTMENT OF � I HEALTH SERVICES AS REQUIRED. 12'WIDE PRECAST EX.DWELLING 8'0 X 4'DEEP DRYWELL , � TRENCH DRAIN(TYP.) LL 120 W 2. BOUNDARY&TOPOGRAPHIC INFORMATION FROM SURVEY BY NATHAN TAFT CORWIN 61 LAND Z 110 SURVEYOR DATED AUGUST 30,2024. ELEVATIONS ARE REFERENCED TO THE NAVD 88 DATUM. 4'PVC WASTE LINE � - GRADUATED�TERRACED Z t to I / WITH BOULDERS(TYP.) w 100 30 p 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO GRADUATED&TERRACED i t i I I / Q 90 = INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED Q COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALL SUBSURFACE WITH BOULDERS OW.) ACCORDINGLY IN THE FIELD.\ x ao- -t \ // PROPOSED WATER SERVICE P 80 ROPOSED INSTALLED i till( x t RETAIN ONE d f 3-8'0 X 12'DEEP O T A TW r- 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL �- ?e\ BW230 t / I I ti" e� \ LF STONE RETAINING WALL a t (N i DRYWELLS 70 0 MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE ANDIOR SANITARY LINES OR (NON SEPTIC RETAINING) TW 24.0 / 1 AINING)i LL f# 20 STRUCTURES. 20.0 / o cfi`` 60 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE TRUSTEES PIER LINEJ � >� Mi 't \ � rC PROPO PRECAST 1� - t -- N �� z q COMMENCING WORK 434 DISTRBLTTK)N B3bX \ STONE t n t / 1W 24.0 CONNECT 1-114'FORCE 40 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, MAIN TO EX WASTE LINE 10 COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES_CONTRACTOR SHALL BE �� PROPOSED LEACHING POOL I -1 t. oo�c roe -U F 30 RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSTIE. DEBRIS SHALL NOT o`q 899 X 9'DEEP(TYP.OF 3 � 1 �`' _ ram �24.v TOP ATER EL 16.5 G.F.EL 34.91 BE BURIED ON-SITE. - ,_, 'a I PIOPOSED t BOT..TORM EL 18.0 PROPOSED 12'0 DRYWELL WITH CUSTOM \ Lt �� /s° TRAFFIC BEARING SLAB(SEE PROFILE) _ �' EL 33.6 20 o TW 21.0 - x 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR MAIN HOUSE F.F.20.73 •.h BW " EL 19.4 TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND RELOCATED U.G.OIL TANK ttr rrtttt. ,v 'T NO LEACHING CATCH BA CLFANOUi 10 • �* EX DWELLING ° 0 AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. S£_ 1 0 PROPOSED VAFi1J1 CLEAN USA WASTEWATER �' r-- +' i Ii2 wIDE o INV EL.30.6 0 10 20 30 40 50 60 TREATMENT SYSTEM MODEL CEN-10 n r /a = -�--' _192 1rxHtOi uRiw '�%�. o GENCY OVERFLOW a ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH PROPOSED VENT TO BE TERMINATED 4o s• ' f- 1 " CATCH BASIN 4 � ,C o _ s.x► _ R M 18C ��1/4��T EL 17.5 GALLONS PER MINUTE CONCRETE. 9. SANITARY PIPE TO BE SDIR-35 PVC OR AS SPECIFIED ON PLANS. THROUGH ROOF WITH A CARI30N FILTER � .� = STORY FRgME HOUSEcR'� t PROPOSED U.G ELEC.SERVICE C.O. PROPpSEp 4�PVC WASTE LINE CLEAN USA CONTA OL PANEL �..Er &GA PRO j S X 19S BLUESTONE PATIO PITCH 114 INCH PER FOOT 10. WRING CONSTRUCTION EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS 1351NV EL 18. TO VA UNIT(SEE PROFILE THIS SHEET) NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF SITE AREAS,PONDS, FUJI CLEAN USA MAC'W AIR BLOWER TO BE INSTALLED \' F.F.20.73 1-STORY r PROPS ti0 COVERED PORCH 56 SF ON A 4'P.C.SLAB AND TO BE HARD WIRED TO CONTROL � 9 BEDROOMS ADDITION 2STf{I Y/ PANEL(SEE DETAIL T1HIS SHEET) 8 * DC FOOTPRINT 1985 SF 70 SF �t ( . EIOSTING SEWAGE DISPOSAL SYSTEM TO BE PUMPED CAST IRON PIPE SLEEVE AT CELLAR FLOOR DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND AIR / :o PR•FOOTPRINT 3;516 SF�, 145' /' DRY AND REMOVED IN ACCORDANCE WITH THE SCDHS FOUNDATION WALL(T1fP.) MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW YORK PROPOSED ELECTRIC SERVICE ISO b tez STANDARDS GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. TO BE PLACED IN CONDUIT '. w.srn o� � 1 1 � 8'9 X 6'DEEP DRYWELL _ OMPACTED TO 95%_ \ X I&Ve. _Q, ,Y SED' �t / DW '2 11. AT THE OPTIMUM MOISTURE CONTENT,LL SHALL BE MECT SR DETERMINED MATERIAL CBYSTANDARD PROCTOF2MUM DENSITY _ _ _ _ _ DRAINAGE CALCULATIONS: 12 LOT AREA:38,654SF W LF.11@'SANITARY FORCE MAIN \ P I , Vbt�OD DECK PROPOSED HIGHEST EXPECTED GROUNDWATER EL 3.0 (CONNECT TO NEW WASTE LINE IN MAIN HOUSE CELLAR / � POOL FENCE\ // 1;1F DW - PER MARCH 1999 SCHS GROUNDWATER CONTOUR MAP o EX WATER&ELEC.SERVICE �\ _ ,,- 8'H X4'DEEP POOL BACKWASH DRYWELL GAR AG E ACCESSORY APARTMENT WASTE LINE N E PROFILE LE THE PROPOSED DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A r RAINFALL _ f STORAGE TO BE PROVIDED IN PRECAST DRYWELLS PROVIDING 4224 CF PER VERTICAL FOOT OF STORAGE. THE DESIGN I H DESN S BASED ON THE FOLLOWING RUNOFF INSTALL SEWAGE EJECTOR IN 4Yd \ / :-` i j /O® PROPOSED POOL EQUIPMENT COEFFICIENTS:ROOF HE ASPHALT PAVEMENT HAND GRAVEL PAVEMENT 1.0. E ® Yn t Off i s PROVIDE PLANTINGS FOR SOUND ATTENUATION NOT TO SCALE PRECAST SANITARY MANHOLE. LIBERTY PUMPS EPSW71619 EJECTOR UNIT 36'0 X fir PROPOSED 3S 1S + W DEEP WITH 2-2 HP XLSG2M&2 EXPLOSION PROOF `f SWRiMIN L 1 EX.WATER&ELEC.SERVICE MAIN HOUSE REAR GRINDER PUMPS OR AN APPROVED EQUAL(TO BE -' X r / , 1 a STORAGE REQUIRED- INSTALLED IN ACCORDANCE WITH THE �� ,.x�- / 1 It _ _ - -3- t7t 82'X 4.1'OUTDOOR SHOWER ROOF/DECK AREA 2 881 SF X 1.00 X 7/12= 480.2 CF MANUFACTURES SPECIFlCATIIONS) �w' - L t r DRAINS TO GRADE �aoor• 1., o EX. X 82'(103 SF) HEAVY DUTY LOCKING CAST IRON MORTAR FROST PROOFING 480.2 CF 14224 CFNF=11.4 VERTICAL FEET REQUIRED EX 14S X 18S(M SF) :: - n e SHEDBOATHOUSE COVERS TO GRADE(TYP-) MAIN HOUSE F.F.20.73 COTTAGE I CABANA Bo ,. / POOL WALL TO�7-0'1; / �t 'DRY BUILDING' NO BEDROOMS r s MAX ABOVE GRADE �/ WD, I 24'PJ PRECAST RISER RINGS STORAGE PROVIDED: M _ / o p/0® FF EL 10.14 (1r MAX HEIGHT) CONNECT EX WAS� USE 2-8'0 DRYWELLS-6 VF EACH=12 VF<11A VF EX 277 SF CONCRETE -- PATIO AND WALK N f �� to TRAFFIC BEARING SLAB EL 15.5 DRIVEWAY.PARKING b FRONT MAIN HOUSEEL/ 15 LF 4'PVC x i , 9.9 L 12.0 a 1T 5 STORAGE REWIRED: WASTIaLiIIE�i i \ ` e* ° N ROOF AREA 2,881 SF X 1.00 X 2/12= 480.2 CF C. - PAVEMENT AREA: 6,208 SF X 1.00 X 2/12 =1,034.7 CF INV EL 18.5 PROPOSED 4'PVC WASTE LINE =1,514.9 CF fLEANOUT / INV EL 8.1 PITCH 114 INCH PER FOOT EX ELEC' I i TO VA UNIT(SEE PROFILE THIS SHEET) 1,514.9 CF 115.3 CFNF=35.9 VERTICAL FEET REQUIRED 4'PVC WASTE PIPE e CE TO BE ► ,L PITCH V INCH PER FOOT 112'PVC SC H.40 O OR BANDONED INV EL 8 5 SANITARY F(xtCE MAIN CAST IRON PIPE SLEEVE STORAGE PROVIDED: 15 10'MIN. INV EL 6.0 52 USE 3-90 DRYWELLS-12 VF EACH=36 VF<35.9 VF 4„ W v METES AND BOUNDS FOR PART OF WALK C A EL 3.6 SLOPE FORCE MAIN TOWARDS GARAGE 10'00 AT FOUNDATION WALL - �',� . AND BULKHEAD OUT OF POSSESSION TREATMENT TANK (TYP') STORAGE REWIRED: +g 16.06 y PROPOSED 120 LF U.G. LIBERTY PUMPS EPSW I619 EJECTOR UNIT 36'0 X E ,Ago W RELOCATED ELEC.SERVICE A� S 0,C45'25- E 12.34' B 60'DEEP WITH 2-2 HP XLSGM2M-2 EXPLOSION ROOF AREA 813 SF X 1.00 X r/12=135.5 CF E E Y I 5 7 12 PROOF GRINDER PUMPS OR AN APPROVED EQUAL 135.5 CF!4224 CF/VF=32 VERTICAL FEET REQUIRED BOARD D t� O ww © s 76'1r49- W 1.2r (TO BE INSTALLED IN ACCORDANCE WITH THE PROPOSED 4'0 PRECAST _ I / U 5TE ES N w MANUFACTURES sPEctFICAT10Ns) MANHOLES STORAGE PROVIDED TOWN a O UT i i WUNNEWETA POND © N 00'44.00- E 12.59' USE 1-8'O DRYWELL-4UF EACH=4VF<32VF ®1yT� b HIGHEST EXPECTED GROUNDWATER ELEVATION 3.0 PER MARCH 1999 SCDHS GROUNDWATER CONTOUR MAP DATE SITE PLAN - - - - - - - - - - COTTAGE SANITARY SEPTIC SYSTEM PROFILE I SCALE:1'=3t1'-0' TEST ROLE DATA NOT TO SCALE -N - (fEsr"ME am hrrr►mm r_C"W ff is ON uY 24.204) ML Ur r enow�sNor szr r r VENT CARBON FILTER TO BE TERMINATED 18' DEVICE MIN.ABOVE GRADE lIIIE SI0M RE p MEMO S/4D 7P ALL LEat2flNc Pools SF1ALL BE PLACED IN ACCEPTABLE LEACHING SOILS AS APPROVED BY THE SCDHS. IN THE EVENT POOR �' "' rrs co HEAVY MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE HEAVY DUTY LOCKING CAST IRON CONTINUED TO SUITABLE MATERIAL AND BACKFAlED AS DETAILED. 12'MIN. COVERS TO GRADE(fYP.) CUTTING RINGS MAY BE REQUIRED. HEAVY DUTY LOCKING CAST IRON COVERS TO GRADE(TYP.) -- xiaEsr mm=mmmwam 0-3n PROPOSED 170 DRYWELL WITH CUSTOM r EL EL EL PRECAST OR AN APPROVED EQUAL 19 VENT ua UNIT TRAFFIC BEARING sLa6 MANUFACTU OR MORTAR FROST PROOFING - I HEALTH DEPARTMENT APPROVAL STAMP BY DIAMOND,LONG ISLAND SUFFOLK 24'0 PRECAST RISER RINGS MORTAR FROST PROOFING (r MAX-HEIG EL GRADE 1 _. j' EL 19.4 10/16/25 TRUSTEE COMMENTS 9 I 0 f,T 1 6 2025 10=5 TRUSTEE COMMENTS PROVIDE A CLEANOUT AT THE N P N 24- TRAFFIC BEARING SLAB € 9/19125 SCDHS COMMENTS FACE OF THE BUILDING 4'PVC WASTE LIME 4/12/25 SCDHS COMMENTS 'r PITCHk INCH PER FOOT INV EL 16.9 C PVC WASTE LINE °_ INSTALL DUMMY RINGS OR DOME AS ---'�. h REVISIONS INV EL 17.5 4'PVC WASTE LINE PfTCHX INCH PER FOOT i NECESSARY TO BRING PROPOSED _-r. PITCH1/4 INCH PER FOOT INV EL 17.3 INV EL 17A I (TYP) -- 24'MIN.CAST IRON �, � I STRUCTURE TO GRADE EL 16.4 PIPE EXTENDING I I INV EL 16.7 I INV EL 16.5 I Plans are prepared by Condon Engineering,P.C. It is a violation of the New THROUGH I Yak State Education Law,Article 145,Section 7209,for any person unless FOUNDATION WALL 10'MIN. EL 12.0 5'(F MIN.) 17(8'MIN.) I w i ALL LEACHING POOLS SHALL BE PLACED ailing under the direction o Professional Architect,or f a licensed Professil E ' o I IN ACCEPTABLE LEACHING SOILS AS Land Surveyor,to after any item in PROPOSED 4'0 PRECAST I LL I APPROVED BY THE SCDHS. IN THE Engineer,Architect,or Land Survey artery u,��d� DISTRIBUTION BOX i W 7 MIN. EVENT POOR LEACHING MATERIAL IS Architect or Land surveyor shall affix to the itern his/her Engineer,otation I',_ PROPOSED VA FUJI CLEAN USA rn COLLAR ENCOUNTERED,EXCAVATION IS TO BEfollowed _. WASTEWATER TREATMENT (SEE DETAIL ON SHEET 2) I 'And��on ofthe ��ti � e date of such alterations,and r r I CONTINUED TO SUITABLE MATERIAL a SYSTEM MODEL CEN 1D I AND BACKIILLED AS DETAILED. ( EL 7.5 I CUTTING RINGS MAY BE REQUIRED. PROPOSED I/A OWTS V DIAMETER S.C.T.M.:DIST.1000 SEC.111 BLK.14 LOT.12 PROPOSED LEACHING I POOL DETAIL KOHN RESIDENCE Scale:AS SHOWN Condon Engineering, P,Cjw P/O LOT 2�43 A LOT 244 AMENDED MAP OF NASSAU ZBACKFIUL WITH CLEAN SAND POINT OWNED BY NASSAU POINT CLUB PROPERTIES AND GRAVEL \-�6'MIN.PENETRATION INTO INC. FILE No.156 FILED AUGUST 16,1922 HIGHEST EXPECTED GROUNDWATER ELEVATION 3.0 PER MARCH 1999 SCDHS GROUNDWATER CONTOUR MAP SAND AND GRAVEL STRATA Drawn by JJC 1755 Sigsbee Road 500 LITTLE PECON IC BAY ROAD O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Mattituck, New York 11952 SANITARY SEPTIC SYSTEM PROFILE Date:3/5R025 (631)298-1986 (631)298-2651 fax CUTCHOGUE NY NOT TO SCALE www.condonengineering.com SANITARY PLAN CONTROL PANEL WIRING DIAGRAM PA ALARM/CONTROL PANEL WIRING DIAGRAM P.2 PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL CONNECTIONS. COPY OF THIS DIAGRAM IS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE). L, CHAMBER Volume(gal) Sedimentation Chamber 558 N 1/4'VE7T111AYM PPE Anaerobic Filtration Chamber 556 ' I SCUM a PLEASE NOTE:THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH A TIMER OR TIMING DEVICtration Chamber 248 E.PLEASE Aerobic Contact Fil ' r -'- 125 1 I Q l l CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARM/CONTROLLER UPGRADE OPTIONS. t Disinfection Chamber r 1 Total Vdtnne 1,498 FBI 1 N W ® aFCRG1lA7tON SPECIFICATIONS co`i! Tt)RQ 111 16 (N-LI AR LIFT PtrtMP Anaerobic Media PP/PE Fillip Rate 46% SINFECTICH elmBoard Type Aerobic Media PVC/PP/PE Fillin Rate 17% ® (OPTIONAL) PP/PE Filling Rate 54•/.__�r�77 r----- `-------- -'-�-------� C1ttAElt tlPl10N Aerobic Media Q 1 TUI r NET otrtt>T PPE Blower 3.0 cfm 1 { I—y---I---- r---I----T----_-----� FRP I 1 1 1 1 1 1 29 1 M/ }�� y�y -9' !A piping PVC/PP/PE { 1 1 1 1 1 1 r..0 1 C8108 .Ci.. .41n{4 .TIL Access Coven Plastic/Cast Iron � f�K(Optional) Chlorine Tablets TNSICS a 1 N Ll v�o 1 1 1 1 CIRCUIT w• AR LIFT PUMP 1 Orpl 1 1 1 INLET BAFFLE- s• avltI I---------------- ----- PIMP F11!<1T E 6RA(1CH CIRCUIF PRGIECTION, OvEf W PROTECTION PS172 f r 1 1 I AND UMOISCOnINECT F tOVI D BY OTHERS t a « . 1n RECIRCULAT10N BwTrTE r n-AIR INTAKE 1 I AND MUST BE SRED ACCORDING TO PUMP1MOTOR PREs s. rl°"°P°�"�c (CLEANING°P°+�'�) B L-------------- SWITCH 1 1AWFACTURNG SPECIFICATIONS_ 1 1 _ TBI LT115 I'S115 TBI 1 v FLOAT i ALRAMR A -. — 11LI�RI! 1FA Uv 18'MANHOLE 1a'MANHOLE 24'MANHOLE 4�MANHOLE 1 CYUNI"(OPTIONAL) END LUG O aPE+n+c 45 1WL11 T (_ TIMEMEDIA EXTERNAL CNON00 (CWRESSM AtNDIO��R��P(AVIPS) PROM D BY OTHERS CB120�_TTB: CONTACT AND MUST BE U.L. APPROVED t IiLn ALLY FRGT€CIED R" 2 501 -1 L'-----------AIP ---i I- ----- CTlSat tT CIRCUIT RREMKER -s- © ASSEMBLY TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS KJST BE AT LEAST 140 DEG. F. At�tartllr 1 _r � (60 DEG. C. ). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS OW-Y. CD CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND ® 0 0 MEDIA DASHED LINES REPRESENT FIELD ViRIA'G FIELD VTRING SECTION AIM ASSEMBLY C1128 'FBI TBI 1 I CIRCUIT IpEAU PIlP TLibtT SECTION A-A VIEW SECTION B-B VIEW P -, ' CEN-10 t Structural Drawing DATE: 112014 SCALE= 3/8'=1' PROVIDE END CAP TYPE LEVELING DEVICES AT OUTLETS INLET -NOTE:LIFTER CHAINS AND FLOATS NOT SHOWN.PUMPS SHIPPED SEPERATELY TO PREVENT SYSTEM DAMAGE EPS71619 `'• •. 36X60 DUPLEX XLSG202M-2 BAFFLE REQUIRED IF INLET PITCH • = 0 3611 I GRINDER SYSTEM EXCEEDS 1/2'PER FOOT i ° o FFIC BEARING COVER f 1 TO MEET AASHTO 7SH STANDARD M.H.FRAME&COVER, G TYPE'F'ADJUSTABLE CASTING ° ao a-• _ ADJUST TO GRADE ° • WfrH N.J.SHALE 0 RED BRICK b • MORTAR(MIN.OF TWO 36"Steel Blank cover < 4'MIN. COURSES&MAX v OF 151 2" ELECTRICAL 2"IN SCH80 PVC Q ♦" COUPLER This system was on inaE! - 1 r, t. 2'MIN.A O O f /assernb!ed with a pu,r.p 3 � OLITL � i� Certified rCS°,l+S to tih2 re L',u:remernts of Gass 1,DiVi��O:i C:. INVE T v _ • MIN. - f a Groups C& D ane a>>;i.zone t:I 1 and Gr ,�#7 I,'.,nd , ♦: -♦... k 6'MAX " end a non-sparking guide i t r� 10 I l', i u, � E' rai•.An i'?trinsi:�:?'•,.s�:fn _ � cQ:7�:'�s'1.!Pagel iorcateu O'it5f.;�c the c CONCRETE DISTRIBU • • 36" required for,hump oEseration.it is the r,�_ r� DISTRIBUTION BOX t;�e tnstali^r to Ensure f• �I �. , j; L GALVANIZED „s�ern VISUAL BEACON #`1e In-�p zrd ere.0 i�al 'j f( eonnee±ions,inctudir.�the-+rcu .� 1 N.T.S. STEEL GUIDE ? tin;,sr_;fr. an., is i tyrrnznatia cf t`.c c z'?in ,meat the require.^nests of v NF?A 7t?,tip=1Jationat E1 ctricz'Co-�-'and any ct:`l.er 9 a PFceble code st 60" " � F. s or„an�+ards. 2 Female ThreaLled-p11r,,_ Xtl Y RMCLEAN NEMA 4X - —— -- 1-1/4"SCH80 PVC CONTROL PANEL PIPE SS QUICK TREE O HEALTH DEPARTMENT APPROVAL STAMP WITH 3FLOATS 4112125 SCDHS COMMENTS (2) XLSG202M-2 (1) 4"Unmounted in1D24HS2=3-5 ELECTRICAL AND CONTROL TO BLOWER REVISIONS CONTROL WIRING TO OWTS SHIP SYSTEM WITH(2)K001641 CAPACITOR KIT Plans are prepared by Condon Engineering,P.C. R is a violation of the New York State Education Law,Artide 145,Section 7209,for any person unless ANTI-FLOAT CUSTOMER APPROVAL acing under the direction of a licensed Professional Engineer,Architect or --►<< MAC'R'AIR BLOWER Land Surveyor,to after any item in any way.if an item ffie bearing seal of an DATE: Fiberglass Tank dimension tolerance(s): +/_�" WEATHER RESISTANT Engineer,Arctrtect,or Land Surveyor is altered,tits aftedrg Engineer, t Custom items are non-cancelable once ENCLOSURE SUPPLIED Architect or Land Surveyor shal affix Ao the item hkft r seal and the notation 'Altered by'fo"red by hk4w signature and the date of such afterations,and order is placed.100%restocking fee BY MANUFACTURER a specific description of the alteration. ' applies NAME(PRINT): - ELECTRICAL SUPPLY FROM PROPRIETARY AND CONFIDENTIAL - 7000 APPLE TREE AVENUE BUILDING MAIN ELEC.PANEL7\ 4'CONCRETE SLAB THE INFORMATION CONTAINED NAME(SIGNI: S.C.T.M.:DIST.1000 SEC.111 BLK.14 LOT.12 IN THIS DRAWIN(,15TF{E SOLE PRQPEi(iYOF _, ---;�;^.R BERGEN,N_Y.144i6 LIBERTY PUMPS.ANY REPRODUCTION IN PART _[ (585)494-1817 ORASA WHOLE WITHOUT THE WR�" - KOHN RESIDENCE PERMISSION OF LIBERTY PUMPS QUOTED PROVIDED BY: K.FONTE FINAL CONFIGURATIONS MAY THIS PRINT Condon Engineering, P C■ a PROHIBITED. FROM THE ILLUSTRATIONS ON THIS PRINT Scale:AS SHOWN P10 LOT 243$LOT 244 AMENDED MAP OF NASSAU DONaTscAtEDRAWING REVISION:A POINT OWNED BY NASSAU POINT CLUB PROPERTIES , 2 FUJICLEAN CONTROL PANEL AND BLOWER DETAIL Drawnby-J,IC 1755 Sigsbee Road INC. FILE No.156 FILED AUGUST16,1922 NOT TO SCALE Mattituck, New York 11952 500 LITTLE PECONIC BAY ROADCUTCHOGUE NY OF Date-3/5/2025 (631)298-1986(631)298-2651 faxAnk www.condonengineedrig.com SANITARY PLAN Glenn Goldsmith,President ®f S0 Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President �O� ®�® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly ' G Q Telephone(631) 765-1892 Elizabeth Peeples • .r0 Fax(631) 765-6641 Court BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 5, 2025 Condon Engineering P.C. 1755 Sigsbee Road Mattituck, NY 11952 RE: BARBARA KOHN 500 LITTLE PECONIC BAY ROAD, CUTCHOGUE SCTM# 1000-111-14-12 Dear Mr. Condon: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 15, 2025 regarding the above matter: WHEREAS, Costello Marine Contracting Corp on behalf of BARBARA KOHN 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 April 17, 2025, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 17, 2025, and again on October 15, 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, 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, 2 NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED,.that the Board of Trustees APPROVE the application of BARBARA KOHN for construction activities on the existing two-story dwelling which is located outside Trustee jurisdiction including a new I/A OWTS sanitary system; remove existing and construct a 1,068sq.ft. raised rear wood deck with steps, and for the existing 26'x15.2' (398sq.ft.) raised deck and stairs with 8'x15.2' balcony above off dwelling; existing generator on concrete pad; install a proposed 35'x15' in-ground swimming pool with 4' high pool enclosure fencing with gates, a pool drywell for backwash and pool equipment area; for the existing 14.5'x18.5' (268sq.ft.) cabana with 277sq.ft. concrete patio serviced with water and electric; existing 8.2x12.6' (103sq.ft.) shed/boathouse with an 8.2x4.1 outdoor shower with water and electric; a proposed 120 I.f. trench to relocate/install new underground electric to existing permitted deck area along bulkhead; from cottage to main house create a proposed 20 I.f. trench to install underground sanitary force main from pump station to main house, a 49 I.f. trench to install waste line from cottage to the pump station, and install a pump station; with the condition pool be no higher than 2' above grade; all as depicted on the site plan prepared by Condon. Engineering P.C., received.on October, 16, 2025, and stamped approved on October 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, Glenn Goldsmith President, Board of Trustees SOUTHOLD TR.U. ST,EES rro. - 10944 Issued To - Dade 10 Address 5oa ��+�te Peco�:C gay %0a11 CNTC�,oque. A THIS. NOTICE MUST BE DISPLAYED:, DURING CONSTRUCTION .TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.:' 765.1892 r' Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York11952 Fax 631-298-2651 www.condonengineering.com October 16, 2025 Board of Town Trustees Town Hall Annex Building 54375 Route 25 Southold NY 11971 r s Re: Wetlands Permit— Kohn residence—500 Little Peconic Bay Road, Cutchogue, NY S.C.T.M.: DIST. 1000 SEC. 111 BLK. 14 LOT. 12 Dear Board of Trustees: Attached please find the following for your review and approval: • Two sets of the revised proposed sanitary site plans. The plans were revised to show a note for the pool walls to be 2' max. high and the pool equipment was moved off the property line and a note added to provide plantings for sound attenuation. Thank you for your assistance. Please call me if you have any questions. Yours,truly, n ondon, P.E. L \ i flD O CT 1 6 2025 y r Southold Town Board of Trustees J i • r_ ,, �•4...e� S�FF01,y '� Glenn Goldsmith,President �. COGy., Town Hall Annex A.Nicholas Krupski,Vice President .c 54375 Route 25 0 Eric Sepenoski C T P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth PeeplesCl '1� Telephone(63-1)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 0 LI7<' Completed in field by: N' Krboo" Condon Engineering on behalf of BARBARA KOHN requests a Wetland Permit for construction activities on the existing two-story dwelling which is located outside Trustee jurisdiction including a new I/A OWTS sanitary system; remove existing and construct a 1,068sq.ft. raised rear wood deck with steps, and for the existing 26'x15.2' (398sq.ft.) raised`deck and stairs with 8'x15.2' balcony above off dwelling; existing generator on concrete pad; install a proposed 35'x15' in-ground swimming pool with 4' high pool enclosure fencing with gates, a pool drywell for backwash and pool equipment area; for the existing 14.5'x18.5' (268sq.ft.) cabana with 277sq.ft. concrete patio serviced with water and electric; existing 8.2x12.6' (103sq.ft.) shed/boathouse with an 8.2x4.1 outdoor shower with water and electric; a proposed 120 I.f. trench to relocate/install new underground electric to existing permitted deck area along bulkhead; from cottage to main house create a proposed 20 I.f. trench to install underground sanitary force main from pump station to main house, a 49 I.f. trench to install waste line from cottage to the pump station, and install a pump station. Located: 500 Little Peconic Bay Road, Cutchogue. SCTM# 1000-111-14-12 Type of area to be impacted: ►/Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: ✓ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation . Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: -51 F/� 40fNt�lowr�l i . Ca c_.. Seuw -�1 -cd�t c� Po,I cs�� (N lxk Z` —rwk 'Pool mr�_ 01 ,��`i hV( 4 .Eli SIA1.1 - -I.,b�. Present Were: VG. GJo dsmith N. Kru E. Sepenoski L. Gillooly E. Peeples Ott Ike IN I 74k 1 - API 'f {/ ♦ ; WOW Ito tow, 4 ., ♦ .lit _ .. :r' , ° i „ • • ate , ./. • !`. . �'�' . -. ir st to , k� III Ift It 6 fiir.J AL , • Or • a • J _ it Not Ti tot . OR I r." ..:r^ a -c o 490 IN it its it It ty AltI c . ; I t _ �n . Y Iv it 2 ,021 0 . 7 11 5 . 7.: i d i FORCE MAIN CALCULATIONS: PIPE MATERIAL HOPE FRICTION LOSS(Cr 150 PIPE LENGTH: 67 LF.INCL BENDS(WORST CASE TO WASTE PIPE OUTLET) Notes LOSS PER 100'@ 1 1/2': 15.8' ELEVATION CHANGE: 14.6' t�0 T ELEC 'Al wiring and equipment are to be be provided and-installed by the Electrical TOTAL PIPE LOSS: 15.8'X 67 LF/100'=10.59+15.3'=25.89 ��j. O F PANEL accordance with the National Electric Code(NEC)and Local AREA OF PIPE 1 1/2 x X(ic/4)=225 IN'Elet"Codes. /� 4 GPM: 39 GPM @ 25.89'HEAD LOSS(SEE CHART BELOW) r \ t" C Z4t The EC will file all necessary fans and pay a0 fees for the deWcal work VELOCITY. V=0.4085 X FLOW/AREA OF PIPE(2 FT.PER SEC.NAMMUU)E ONjC �7 ashown on these drawings.The oontractorwill arrange for all inspections and' NBA1 LR OAD EXTERIOR RATED seoxe a Fire Underwriters certificate which is to be turned wen to the owner atV=0.4085 X 39 GPM/225 M==7.08 FTISEC>2 FT/SEC. \\ S I w 3nO 3.0 TWfin / JUNCTION BOX BELOW 20 AMP BREAKER the of work USE A 1 117 HU'E FORCE MAIN Lj 04*9 80'Qs' " I GRADE IN A •Al/amdation of cfi PROJECT ,,�,� _ peneaatia>s entry �buried feeders are to be equipped 9 \ SPRINKLER BOX 12 AWG OF WIRE IN wd g steel sleeves. RMC s to be used at� for'and floor LOCATION 36- a„u\ J i "- 2 , - 3/4'PVC SCH 80 pen-m01s LITERS PER MINUTE N equipment and circuit breakers as Shown in 0 50 100 150 200 CONDUIT •Furnish and install new service EXISTING SEWAGE DISPOSAL M ' I ` then drawings. AN panels and breakers are to be labeled. The electric panels 200 60 WUNNEWETA POND SYSTEM TO BE PUMPED DRY AND O- ��'` __ i: ore Io be installed and grounded in accordance with the NEC and Local Electric REMOVED IN ACCORDANCE WITH THE a� 1 �° FUJI CLEAN USA codes. 190 SCDHS STANDARDS �w - I a) TIN 32.0 •All switch and outlet boxes, 4 Z� \ ' Bw 28.0 CONTROL PANEL b01n� b07n�'" �°n 180 fix exterior um �� ' Mextew are��galvanized steel and � LOCATION MAP 34 0 W¢ -- - ' 32. , I CONNECT EX.WATER SERVICE ELECTRIC RISER D IAG RAM All exterior are to be housed in wea0,erproof enclosures. 170 50 �v * r _- ' ,-__I I TO NEW WATER SERVICE NOT TO SCALE 160 1'=6W CO ', 1 j �p PROPOSED STONE OR ASPHALT DRIVEWAY 150 O m pry t / EX WATER SERVICE TO BE ABANDONED 140 130 40 GENERAL NOTES 3z\ / 12'WIDE PRECAST tA W 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND EX.DWELLING 8'H X V DEEP DRYWELL TRENCH DRAIN(TYP.) w 120 SPECIFICATIONS OF THE LOCAL TOWN 8 VILLAGE AND THE SUFFOL.K COUNTY DEPARTMENT OF LA_ LU HEALTH SERVICES AS REQUIRED. 4'PVC WASTE LINE GRADUATED&TERRACED z 110 2 Z 2. BOUNDARY&TOPOGRAPHIC INFORMATION FROM SURVEY BY NATHAN TAFT CORWIN III LAND �O\ - (� - / / ' 1n►n . I // WITH BOULDERS(TYP.) W 100 30 a SURVEYOR DATED AUGUST 30,2024. ELEVATIONS ARE REFERENCED TO THE NAVD 88 DATUM. W J GRADUATED TERRACED / I THE COMMENCEMENT SHALL WORK THE CONTRACTOR N ADVISED ALL AM UREA YIITFI BOULDERS(TYP.) �-_ '� � _ Q 90 � 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO _ \ X � •�- \ / ` PROPOSED WATER SERVICE F- � Q PROPOSED SOY.EXIPANSION POOL 8'0 X 9' CE 38 LF�TONE d I/ mz tJ ACCORDINGLY IN THE TIN . 80 O INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED - DEEP TO BE INSTALLED(TYP.OF 2) ? BW 23.0 RETAmtkaw / I 3-8'0 X 12'DEEP 70 \ LF STONE RETAINING WALL B\ o (NO rr / I �� DRYWELLS `� FIELD. 60 20 4. A MINIMUM SEPARATION OFTEN 10 FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL TRUSTEES PIER LINE PION\SEPTIC RETAINING) \ TIN 24.0 / 1 AIMING)r LL�► r; IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR 20.0 �� yr l o\cPJ PROOO��CAST ?__ t 1 �� N. �� 4 50 STRUCTURES. a DISTRIBUTION BOX \ STONE WAL i - , / TW 24.0 0 CONVECT 1-114' FORCE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL.NECESSARY PERMITS BEFORE � 1 � i i - �rda BW 20.0 rr 40 ,E PROPOSED LEACHING POOL I MAIN TO EX WASTE LINE COMMENCING WORK o q VO X 9'DEEP(TYP.OF 3 1 rP trny i24.0 TOP ATER EL 16 5 10 s - a I P�OPOSED t G.F.EL 34.91 30 PROPOSED 12'0 DttYWELL WITH CUSTOM � �mt � -� �•, t,� ,s� BOT. TORN EL 18.0 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, TRAFFIC BEARING SLAB(SEE PROFILE) _\ TARY EL 6 20 COUNTY,STATE AND FEDERAL LAWS,CODS AND ORDINANCES.CONTRACTOR SHALL BE TW21A � - � MAIN HOUSE F.F.20.73 RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT y BIN 21 �'t8$ NO LEACHING CATCH BASIN RELOCATED U.G.OIL TANK NON. iff : o G.F t9 " .s rw. CLEANOUT EL..19.4 10 BE BURIED ON-SITE. PROPOSED VA F11J1 CLEAN US/1 WASTEWATER �' __ S�. I r o�� EX DWELLING TREATMENT SYSTEM MODEL CEN-10 ,�, /a _ - - _-` $ EMENT FOR Al2'wroE PREGA o GENCY OVERFLOW INV EL 30.6 0 -49.2 rnEnai onArtr -�• 0 0 10 20 30 40 50 60° T TEMPERATURE AND SHRI. ALL PRECAST ENKAGE,TRANSPORT,AND TO ALLOW THE STRUS SHALL INCLUDE SUFFICIENT STEEL CTURE TO WITHSTAND PROPOSED VENT TO BE TERMINATED o ,u t �' LID CATCH BASIN 4'PVC Vyg TE LINE AASHTO H-M LOADING ATM COVER CONDITIONS SHOWN ON THE PLANS CH114INCF/�FOOT EL17.5 GALLONS PER MINUTE C s P J tl2x M 18 8 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/Z8 DAY STRENGTH THROUGH ROOF WITH A CARBON FILTER STORY FRAME HOUSE`` PROPOSED U.G ELEC.SERVICE co. RL I CLEAN USA CONTROL PANEL o CONCRETE- &GARAGE i PROPOSED 4'PVC WASTE LINE ' PSTOROP. . C X E 5' PORCH 56 PATIO INV EL 18. PITCH 114 INCH PER FOOT 9, SANITARY PIPE TO BE SDR�S PVC OR AS SPECIFIED ON PLANS. FUS CLEAN USA MAC Ir AIR BLOWER TO BE INSTALLED \ FF 20.73 ` PROPOSE ,S o COVERED PORCH 56 SF TO VA UNIT(SEE PROFILE THIS SHEEI) ON A 4'P.C.SLAB AND TO BE HARD WIRED TO CONTROL P"D 9 BEDROOMS ADDITION 2�ST�gY/ PANEL(SEE DETAIL THIS SHEET) c *u EX.FOOTPRINT 1985 SF EXISTING SEWAGE DISPOSAL SYSTEM TO BE PUMPED 13' CELLAR FLOOR 'B :ooF R FOOTPRINT 3;516 SF 70 SF PDDf(1�N /'� DRY AND REMOVED IN ACCORDANCE WITH THE SCDHS ��INN PIPE AT 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS AIR LIN i- row a z4-r 1493 S FOUNDATION WALL(M.) ,.d O 1az STANDARDS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS, PROPOSED ELECTRIC SERVICE , „o r „� ,� DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND TO BE PLACED IN CONDUIT :\ 8'0 X 6'DEEP DRYWFIL MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO ME NEW YORK '� GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. zc x>sx• �" '� Y 52 LF.11/Z'SANITARY FORCE IIIlA1N \ �- 7°°3` _� ,%1�90D DECK � DW s (CONNECT TO NEW WASTE LINE IN MAIN HOUSE CELLAR HIGHEST EXPECTED GROUNDWATER EL 3.0 DRAINAGE CALCULATIONS: \ DW i -PER MARCH 19"SCHS GROUNDWATER CONTOUR MAP 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FORA 7 RAINFALL. AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. s : ,- g0 X 4'DEEP POOL BACKWASH DRYWELL GARAGE ACCESSORY APARTMENT WASTE LINE PROFILE INSTALL SEWAGE EJECTOR IN V0 P/0 STORAGE TO BE PROVIDED IN PRECAST DRYWELLS PROVIDING 4224 CF PER VERTICAL © EX WATER b ELEC.SERVICE � � � �� /� , � - �-� 12. LOT AREA:38,654 SF �\ _� 1 i/ ® PROPOSED POOL EQUIPMENT NOT TO SCALE FOOT OF STORAGE THE DESIGN IS BASED ON THE FOLLOWING RUNOFF PRECAST SANITARY MANHOLE \ i• ,/ Yi i 2j. LIBERTY PUMPS EPSW I619 EJECTOR UNIT 36,0 X 611' 13- 'PROPOSED 3S 15' I UW COEFFICIENTS:ROOF 1.0.ASPHALT PAVEMENT 1.0,AND GRAVEL PAVEMENT 1.0. THERE ARE NQ MELLS WITHIN INY OF THE PROPERTY. DEEP WITH 2-2 HP XLSG202M-2 EXPLOSION PROOF 'i 2a1Cnw. SWIMMING L EX.WATER 4 ELEC.SERVICE r MAIN HOUSE REAR GRINDER PUMPS OR AN APPROVED EQUAL(TO EE r 1 INSTALLED IN ACCORDANCE WITH THE 10-1 14,T x r _ - -3-" EX.8.2'X 4N OUTDOOR SHOWER STORAGE REQUIRED: MANUFACTURES SPECIFICATIONS) \ >. ROOF/DECK AREA: w� / L .ono DRAINS TO GRADE Z881 SF X 1.00 X 7/12= 480.2 CF 2 h • , / o DL 12.6'X 8.7(103 SF) HEAVY DUTY LOCKING CAST IRON EX.14.5'X 1&5'(268 SF) m - v n sirs SHEDBOATHOUSE COVERS TO GRADE(TYP.) MORTAR FROST PROOFING MAIN HOUSE F.F.20.73 480.2 CF 142.24 CF/VF=11.4 VERTICAL FEET REQUIRED COTTAGE1CABANA- �e , / PROPOSEDPOOt F�NCE a 'DRY BUILDING- NO / / • 24'0 PRECAST RISER RINGS USE 2-8 t3 DRYWELLS-6 VF EACH=12 VF<11.4 VF NO BEDROOMS o \ J �' O �) CONNECT IX WASTE LINE STORAGE PROVIDED EX.277 SF CONCRETE- j .a o'er/ �S - a5tr 4�PVC fj� s� -- m P/0® FF EL 10.14 (17 MAX HEIGHT) PATIO AND WALK N �e - WASTE�,!LINE P , EL 15.5 TRAFFIC BEARING SLAB DRIVEWAY,PARKING 3 FRONT MAIN HOUSE q �oco 2 f /' 1 ' ,, s EL 9.9 L 12.0 N EL 17.5 ROOF��STORAGE EQUIRED 2,881 SF X 1.00 X 2112 = 480.2 CF NOIJT PAVEMENT AREA: 6,208 SF X 1.00 X 2/12 =1,034.7 CF INV EL 8.1 INV EL 18.5 PROPOSED 4'PVC WASTE LINE =1,514.9 CF CIFA PITCH 114 INCH PER FOOT D7(ELEC. 4'PVC WASTE PIPE TO VA UNIT(SEE PROFILE THIS SHEET) 1,514.9 CF 115.3 CFNF=35.9 VERTICAL FEET REQUIRED �D RVICE TO BE r o� OOR ?" ANDONED �' PITCH 1/4 INCH PER FOOT 1117 PVC SCI 1.40 INV EL 8.5 SANITARY FORCE MAIN STORAGE PROVIDED- USE 1 32 INV EL.6.0 52 USE 3-F0 DRYWELLS-12 VF EACH=36 VF<35.9 VF 1 METES AND BOUNDS FOR PART OF WALK 15' 10 MIN CAST IRON PIPE SLEEVE SLOPE FORCE MAIN TOWARDS AT FOUNDATION WALL GARA 10'00� W ,,max w'°` AND BULKHEAD OUT OF POSSESSION' C A 3 6 TREATMENT TANK ') STORAGE GE INV REQUIRED: 16.06 y PROPOSED 120 LF U.G. LIBERTY PUMPS EPSW71619 EJECTOR UNIT 36'0 X 'U S '6.12'490 W RELOCATED ELEC.SERVICE AD S 04-45*25" E 12.34' B 60'DEEP WITH 2-2 HP XLSG202M-2 EXPLOSION ROOF AREA: 813 SF X 1.00 X 7112=135.5 CF 31• PROOF GRINDER PUMPS OR AN APPROVED EQUAL w w © S 76.12.49- W 1.22• (TO BE INSTALLED IN ACCORDANCE wrTH THE PROPOSED 4'0 PRECAST 135.5 CF 14224 CFNF=32 VERTICAL FEET REQUIRED to w MANUFACTURES SPECIFICATIONS) MANHOLEI STORAGE PROVIDED- WUNNEWETA POND © " °°'u'°°- E 12.59• USE 1-8'0 DRYWELL-4 VF EACH=4 VF<32 VF SITE PLAN HIGHEST EXPECTED GROUNDWATER ELEVATION 3.0 PER MARCH 1999 SCDHS GROUNDWATER CONTOUR MAP SCALE 1"--N-r COTTAGE SANITARY SEPTIC SYSTEM PROFILE _TEST HOLE DATA NOT TO SCALE (-EST ME ow or ON JMY 24.2W4) 8.33.1 V 7 VENT or CARBON FILTER TO BE TERMINATED 18' DEVICE MIN.ABOVE GRADE rE OFOW nc TO$1Eu.r SNo m �z ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING x, ns SOILS AS APPROVED BY THE SCDHS. IN THE EVENT POOR • LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE CD HEAVY DUTY LOCKING CAST IRON ( ,M �ti',n 3D 3nf 12"MIN. COVERS TO GRADE CUTTINGCONTIN RINGS MAY TO BLE MATERIAL BEREQUIRED.AND BACI�ILLED AS DETAILED. rc t i ------- EL (TYP•) HEAVY DUTY LOCKING CAST IRON �} Worn ory m oauow m EL30 PROPOSED 120 DRYWELL WITH CUSTOM COVERS TO GRADE(TYP.) F.F.20-737 VENT TO VA UNIT MORTAR FROST PROOFING TRAFFIC BEARING SLAB MANUFACTURED ` I BY DIAMOND,LONG ISLAND OR SUFFM 24'0 PRECAST RISER RINGS MORTAR FROST PROOFING E s OCT - 3 ��25 ' r ' EL 19.4 EL . EL .5 EL .5 PRECAST OR AN APPROVED EQUAL (2 MJ-HEIGHT) r HEALTH DEPARTMENT APPROVAL STAMP EL 19 GRADE 19 n im _ 1012125 TRUSTEE COMMENTS PROVIDE A CLEANOUT AT THE c" N 24' T1Z4FFIC BEARING SLAB I? �:` r- ,n FACE OF THE BUILDING � 4'PVC WASTE LINE 9119125 SCDHS COMMENTS PITCHY INCH PER FODT INV EL 1E.9 4'PVC WASTE LINE o= 4/12125 SCDHS COMMENTS 4'PVC WASTE LINE I INSTALL DUMMY RINGS OR DOME AS IN EL..17- PITCH 1/4 INCH PER FOOT PrTCHY INCH PER FOOT I NECESSARY TO BRING PROPOSED REVISIONS INV EL 17.3 IVN EL 17A I STRUCTURE TO GRADE(TYP.) 24'MIN.CAST IRON 1 PIPE EXTENDING EL 16.4 I THROUGHEXTENDING INV EL 16.7 I = INV EL 16.5 I Plans are prepared by Condon Engineering, I York State Education Law,Arficle 145,Sectionio 7209,for y person unless FOUNDATION WALL IT MIN. EL 12.0 5' 6 MIN. 1T 8'MIN. I °~ - ( ) ( ) w I ALL LEACHING POOLS SHALL BE PLACED acting under the direction of a licensed Professional Engineer,Architect,or ' o I IN ACCEPTABLE LEACHING SOILS AS Land Surveyor,to alter any,Rem in any way.B an item bearing the sent of an �j t PROPOSED 4 0 PRECAST I I APPROVED BY THE SCDHS. IN THE Engineer,Architect,or Land Surveyor is altered,the atfering Engineer, i .. w EVENT POOR LEACHING MATERIAL IS Architect,or Land Surveyor shall affix Io the item his!her seal and the notation ? t PROPOSED VA FUJI CLEAN USA DISTRIBUTION BOX I T MIN. �-- - I � COLLAR ENCOUNTERED,EXCAVATION IS TO BE 'Alered W followed by hislher signatrnre and One date of such aReratiars,and `s` �•: \ r WASTEWATER TREATMENT (SEE DETAIL ON SHEET 2) I CONTINUED TO SUITABLE MATERIAL a specific description of the aleratio n• SYSTEM MODEL C[7V 10 I EL 7.5 I AND BACKFILLED AS DETAILED. CUTTING RINGS MAY BE REQUIRED. PROPOSED I/A OWTS i ( 8'DIAMETER (+ ) S.C.T.M:DIST.1000 SEC.111 BLK.14 LOT.12 PROPOSED LEACHING POOL DETAIL I KOHN RESIDENCE ZBACKFILL Scale:AS SHOWNCondon Engineerin ,, P.C�a P/O LOT 243&LOT 244 AMENDED MAP OF NASSAU WITH CLEAN SAND g POINT OWNED BY NASSAU POINT CLUB PROPERTIES AND GRAVEL �VMN.PENETRA71ON INT0 INC. FILE No.156 FILED AUGUST 16,1922 HIGHEST EXPECTED GROUNDWATER ELEVATION 3.0 PER MARCH 1999 SCDHS GROUNDWATER CONTOUR MAP SAND AND GRAVEL STRATA Drawn by.JJC 1755 Sigsbee Road 500 LITTLE PECON I C BAY ROAD 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Mattituck, New York 11952 SANITARY SEPTIC SYSTEM PROFILE Date:3/5/2025 (631)298-1986(631)298-2651 fax CUTCHOGUE NY NOTTOSCALF www.condonengineering.com SANITARY PLAN 2 I CONTROL PANEL WIRING DIAGRAM PA ALARM/CONTROL PANEL WIRING DIAGRAM P.2 PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL CONNECTIONS. Sedimentation C�n�ER Volume(0) (A COPY OF THIS DIAGRAM IS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE). LI N ,/r VE1i7ILAATION PIPE ® Anaerobic Filtration Chamber 556 yO�B Aerobic Contact Filtration Chamber 248 ' Chamber 125 PLEASE NOTE:THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH A TIMER OR TIMING DEVICE.PLEASE 0 Disinfection Chamber I I CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARMICONTROLLER UPGRADE OPTIONS. 1 Total Vdmme 1,49s 1 f81 1 ti SPECIFICATIONS ® CIRCU.A71ON Anaerobic Media PP/PE I Filling Rate 46% W J C1tJfrDFR(0 AIR LIFT Board T Aerobic Media PVC/PP/PE Filling Rate I7'/. TtIR K IS 16 Rti.1 Pi1g1AO Aerobic Media PP/PE Filling Rate 54 r----- ----------------------H Blower � 4 INLET Ou7LET PIPE Tank FRP ITS[ �- !A A Piping dxess Coves Plastic/Cut Iron 1 I f-1---T ----r---1---- r-- —- 1 Disinfectant(Optional) Chlorine Tablets 1 1 1 I 1 ! =If= I CRIDS TEST, NORMal., SILENCE 0 1 1 1 1 1 1 Zu I 1 1 I 1 I 1 1 YZ 15 1 1 1 1 I 1 I I 2 AMp 1 TNSIlTB AIR LIFT PUMP ARM 1 Loo�� o-1 1 CIRCUIT IWAM w• INLET BAFRE- IN 1 1 Ll V�Y 120rAC I � !i• AT-all 1 IMMIWj FXR ALARM FU AT ! i s I 1 ! U T �---------------- BRANCH CIRCUT PROTECTION, W R OAD PROTECTION psv2 I « . t 1 REaRa1LATroN BAFFLE _j n-AIR WTNM 1 1 AND UM DISCONNECT PROM BY OTHERS 1 a FLOW OPENING (CANING OPENING) B 1 i AND MUST BE SIZED ACCORDING TO PLIMPIMOTOR t_-------------. 1 M&WFACTURING S°ECIFICATIONS. SWITCH ( TBI Till `T115 P ^ FSI15_ Ir w � X2 4 MANHOLE ALAItH!BOAT ICAO 1Or MANHOLE la'MANHOLE 24 MANHOLE C1t.tHDETt(OPTIONAL) AERAMR A _ OPENING 1 UND � 0 TACT MEGA TYPE EKTER X COWONM (COIr#PFMM AND/OR RAIPS) PROtMM BY OTFIERS ,Tam r� CONTACT CB120 TB1 �- a AND DUST BE U.L APPROVED THER�LALLY PROTECTED PUMPS z 1 -C --------------` ^-----------"---- " 1 1 - rnPREssaR CIRCUIT ,IMA" © ASSEMBLY TION TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MJST BE AT LEAST 140 BEG. F. AERATW l _r (OD4-1f� ® 4-"�- (60 DEG. C.). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS UT-Y. - 0 ® 0 MEDIA CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND ATM ASSEMBLY DASHED LINES REPRESENT FIELD VIRING FIELD WRING SECTION C8128 TB) rS1ze TBI 20 5 ----- o-••---- 7�---------- - r------- N 2 AM i 1+°�e 1 1 SECTION A-A VIEW SECTION B-B VIEW CMCUIT IMO:NSR PULP niNT P -n CEN-10 1 Structural Drawing DATE: 1 112014 SCALE: 3/8'=l' PROVIDE END CAP TYPE LEVELING DEVICES AT OUTLETS INLET -NOTE:LIFTER CHAINS AND FLOATS NOT SHOWN.PUMPS SHIPPED SEPERATELY ;-TO PREVENT SYSTEM DAMAGE 36X60 DUPLEX XLSG202M-2 BAFFLE REQUIRED IF INLET PITCH • EXCEEDS 117 PER FOOT 0 36" I GRINDER SYSTEM i ° a ` - TRAFFIC BEARING COVER TO MEET AASHTO H2O STANDARD M.H.FRAME b COVER, a a FIMSH G E TYPE'P ADJUSTABLE CASTING a a i _ •' a.. ADJUST TO GRADE ` WITH N.J.SHALE RED BRICK& a a • • MORTAR(MIN.OF TWO 4'MIN. COURSES A MAX 36"Steel Blank cover of 151 2"IN SCH80 PVC 2" ELECTRICAL -- - T MIN. 0 OUTL _ COUPLER 1, This system was original!v assetnhied v ith a pu n� j MIN. 1 --- 1, Certified cCs",u<_to th`regt;;ren,ents o°Cf35s 1,Division INVE T - :• 6'MAX ��_ `' . ,� ! 1 Grouos C 8.G anet Class 1,Zone 1 an 21 a^d d Grc::� p, dV :: 10" ' IIS,and a ncn-p 7 i tv ! Sri i;g guide rail.An intrinsi a.;°-safe # C-; ** �e -1.��}715d1 I jt control G3 n?I l'3Cateu C'3:_,iii_-tit tl'n�t-rciff-ansa t' €� �, - ' CONCRETE DISTRIBUTION BOX 0 36" ;; r2q I;r2f3 for p! rrip cr.=rati}n.It is t res cn`i i'ity c` ra i, tztl- t insure -t l '�il the ?s....,tr o ins ar_ih�final j,ur i znd electrical 1: VISUAL BEACON N.T.S. GALVANIZED is - STEEL GUIDE ffln�FCtiQ:,S,inc(udi, thr rautin;, - terminatio^Ct the ca'�'in meet the q -r;ents of I' 4 e require I' ez �, �. A 70,the National Electrical Cod._, Rc'any c«; 6O" " aPc':Cah1,- codes or standarul 2 Female Threaied._pNir, 4 t l I J L7 j FUJICLEAN NEMA 4X CONTROL PANEL �'-- —--- 1 /4"SCHBo PVC OCT - 3 2025 ./ ' HEALTH DEPARTMENT APPROVAL STAMP PIPE :: O F SS QUICK TREE WITH 3FLOATS I 4112125 SCDHS COMMENTS �`,,.�;�•:��' :- � , /� REVISIONS ELECTRICAL AND CONTROL TO BLOWER (2) XLSG202M-2 (1) 4"Unmounted inle�D24HS2=3-5 CONTROL WIRING TO OWT'SPlans ' -- SHIP SYSTEM WITH(2)K001641 CAPACITOR KIT ' are prepared by Condon Engineering,P.C. h is a violation of file New York State Education Law,Article 145,Section 7209,for arty Person unless —FIMOT�lass acting under the direction of a licensed Professional Engineer,Architect,or ANTI-FLOAT CUSTOMER APPROVAL MAC AIR BLOWER Land Surveyor,to alter arty item in arty way.ff an item bearing the seal of an 11 '— Engineer,Arrtiitect,or Land Surveyor is altered,the altering Engineer, —~ WEATHER RESISTANT Fiberglass Tank dimension tolerance(s): +/_I^ DATE: ENCLOSURE SUPPLIED Ardnted,or Land Surveyor shall affix to the item hisller seal and the notation 'Altered by'followed by hislhersgrHatureand the bate of such alterations,and Custom items are non canoetable once BY MANUFACTURER a specific description of the alteration. order is placed.100°h restocking fee ( �- applies - NAME(PRINT): ELECTRICAL SUPPLY FROM `;.. ``4; r „�, �•.. BUILDING MAIN ELEC.PANEL a•CONCRETE SLAB S.C.T.M.:OIST.1000 SEC. BLK.14 LOT.12 PROPRIETARY AND CONFIDENTIAL ='t~=� -•`' 7000 APPLE TREE AVENUE THE INFORMATION CONTAINED '-' --' - NAME(SIGNJ: c .._T -_ ;_ BERGEN,N.Y.14416 KOHN RESIDENCE IN THIS DRAWING IS THE SOLE PROPERTY OF LIBERTY PUMPS.ANY REPRODUCTION IN PART �- � -� :-L-� (585)4441817 . . PE M a WHOLE W LIBERTY P THE WRITTEN Scale:AS SHOWN Condon Engineering P.C. P/O LOT 243 8 LOT 244 AMENDED MAP OF NASSAU PERMISSION Of LIBERTY PUMPS QUOTED PROVIDED BY: K.FONTE FINAL CONFIGURATIONS MAY VARYSUGHLTY � POINT OWNED BY NASSAU POINT CLUB PROPERTIES2 IS PROHIBITED- Ixi NOTSCALE DR0.NM«G REVISION:A FROM THE ILLUSTRATIONS ON THIS PRINT INC. FILE No.15ti FILED AUGUST 16,1922 1755 Sigsbee Road L A CONTROL PANEL AND BLOWER DETAIL Drawn by.JJC Mattituck, New York 11952 500 LITTLE PECONIC BAY ROAD OF NOT TO SCALE CUTCHOGUE NY Date:3/5/2025 (631)298-1986(631)298-2651 fax Wm.condonengineering.com SANITARY PLAN -PLAN .- CONTENTS: WIND FRAMING NOT ES _ "T S - a RESiDEIxtAt ,E NE R N � �Lla ll RH1GE• Y �t _. 1-1M'x 2D gauge strap shall be ettgdisd beach pelt df ratters Inaooarderioe b ibbie 3 4. NG P E Gt-iT VOW*cotar tie is used h leu d e�- ddgs sbap.the nutibetd 10d cononan naffs -. � CONSTRUCTION NOTES: h.aa,.nd oftie colerte rie.dnota Lail tEfefaarabd tiraiberdea title hFT CONS - F. r. SCRIPTIVE AS PERCODES t obrrstirrciorr I✓E%I , -R1TER;A CODE$SLIPPLO NTAND}The htf,rtitsion vrfQdrf set d daasriaib is rued b beak dS$O -- 2}RAFTER TQ•YVRLLASS�Y #a- ..Nad i a t and wig deteb •.'07 aro infdtded as a oonatrsc0on akt /at a subef�te { tarsi tiamtr:y and Driest rral oorrredion4ldt raf!!a�nelinp nr toes b by plate atiel be to Tg' c l for FRAME 20Q3 FRA l� ELEMENTS A F PiAN ,.- 'L ' Cp aceordertoe below.tatters R T= A r Ra - ptneradty atx ePled 9� and compnarioe wtth anent New York b t ft 3.3.When a rafter or truss do not fd in**va studs ;8fate buldirg colts.The t3eneral Odn9 aattr fs aeapoteelble brprovialng dot dead .-- ortrtrsaes shall be stalled to to well tap plate and ftie wd by pleb stall be attached b - :: EXT. BALCONIES - eoribrtruboridebflsend b -4G - p p etrsuna a tfrrsired tie b>fie vtsi bud vdn W qA aonnI Pen Rods ft rake side dne f .. - -.: r -teouridanda -... DcCKs -� F; ptbof oaripbbd prodw;t shall be eorrrected wfdr ooririeciorn h - 0 � a000rdaicewNh table 3.3c•. _. - - - '' - - -- - -. - - C - = - - A _ E _ TTICS w a STORAGE - 'O't l OR cE = r t Ths QBflerei GotibaCiDr it _' _ C .w 2} torerrarsbig ttat a1 wok and oaisintctiori WALL TO-WALL ASS9ulBt Y. - - :CALCULATIONS ATTICS : T r a� _ lmeets anent tedersl,slate,comity avid bd OOdee,atdkierioes and eta at+,de shore and studs below a G�JI�'i•v t OAS �ALCJLA?10 d '.. tioorleval shtl be alted with oorr mciorrsh S. 2� . : : "t W 1-: -_.. R s - _.. These codes aro b be caislderad as dihe s, 00 {GROUND .SNOvii_10A1� :.:_,:_ ti j part moons for tds bulldEng and wlfi W*3.9b.When wall suds above do not;tar in inewNr (_.VE:'LOADS PSF. .:: . .- : 25 . . _.: .:. _ _ studs below,the } p t shard be adhered b suet if h- vaflaricewttrfhe studs _- - - .ROOD$ OTHER THAN + ti•: shedlfbeet6schedbaootrrrriorimemDerhtttetloor vrRti t 'V SLEEPMlG � Y etgltt�rsiedors h _-::-_ ..:-.- ::. - t _..... s000rdenoe with tide 3.3. - - - _ - - ttveracaled R U �a�Ali1Q8- - - � S • - - - - (SLEEP' G� ' NOT - - ;.; _ l(DO SCALE FORA - - Q - - -- WAI.i. Y 1'O O p0t1NDA ;.. S. _ - - GUARE�2A, P ,: � L -(AN Y Df ECTt _ ,- : bids soar bocci. b - trtie brsidafori sR or bottom wnh _ 200 - ._ . - - " t� plate utpnR _ _ - V;h .The hasnotbesn for _ ": -'- - : _ _ � ertglnee► etgeged oaon sr�arvfston and aaeunrss no awsnadMs.SbeF sEmi town aiiniiNn _ XP RE - - titraps emibedtneritdthurieahtioncrehs. - aporr tpbroawtrrrdlontooar�rmOrpw�lhesep s,norre�orwlblitybr andsletw pads,15itdeshmeeonryblockburdalons,orieppedunder .." • _T LOAD PATH ; ,1 iq�st enoee.aPi+te sa,afx�tby► fieplateendmetedha000rdw wRf►table 3.36.When steel are la underbe ECTt�; s peed _ PAi �0 - R F.- � r" F VOA't .1:preaarttons and h oonrtscgon win the work " O tJr�S Prog There Ara ra werrantles for bolttirii S CONTAIL 5EE _ - „TtORt.AND_IMNb NN - plate, inch sgrrereweahesstitlbeusedv►dditieanduorboils.Anclior�aft DETAIL PAGE N RA -NOTE PA spells use a opposed or h tie woof these - iipied is b be aril h R - - pteris`.: : sixrid e0001'dari0e b -. i r ->q�Mg lade 32e h adltfort b1Ai N - !CT_,. C-f €'ill - _ GENERAL NOTE PA = G� - _� andior bolts Ara b be spat:rid between 6.12 lichee trorri the errid d a all and at : � - - fry _ c - Better . 1 b tiie Wbdow and Door ,R _ .^f -""� sdiedirslbtetoderloroperikga.: . PAN AN - itA - - - tJ _.:... flRE i� Tc � - The Gerisral � - - - - Conrracbriab - nasorsretrprstsbraWd nteelt TYPEiE7(if"1ZiORSttFJtRwALLOOPM EGttONS -.. ... - KF :rle .. _ SEE FLOOR-PLANS tar exoeede merxtiedse's specifications and Codes'. l a for - t appicable Type shear walawith a niihriutn d 7116 htri wom strudurb an true exbrtor - - pedal alt shod wfn ad oonw on nails d 6•o c.ntns and 12'o a h the idd end N A .-_STANDARD T L�= 1G�1 TIVe Gonerd - FRAME Cd VSTR CTI N i� CordraClOr kr b cofisrrt vMit the owner bttl buR h gents t2 itch - -9�eum walGcaM on the irttatbradadredw[Ri lid cooler rs�Is at T oc at • r STICK # � Pam y RvY AL ATI 'v - .> 8.PAY.closets.trkris,etc. : and t0'o.G h its tell atral be h:. � eccordarioe with the - - - - R K 4.6. bngtr tiequrnsnrertls apedned " - _ . - -.. h lade 3.15e.6�. - _ Wind - _ i load shag be �• �lib acoaxit darbg ooeistruelori. - - !fl TYPE fl fDCTERlOR St�1RWALL CONN Table 3.1 Nab Sc#iedii}e2020. - - FOUNDATION - � (Wood r-�t,ea coitset,ili - DATION NOTES. Type n eaderiorshet alxdl avast ne d M► an Manuel 149 and 1 - .�...____._...- regtrrnrier� fabie3.15efitnrestie � The kno s0almortttadara h table&16. - : .; General tbrtfraCbr all(�isson b revbw prams,dsralbtrs.labels and tombs b :.' -- - - - -of - � idetetmine Nulerided " Nllftlbef 0l `Number d ttnhhed Ooar(s}aboFee tYD»Braila - rttECTloNs: Jdnt Canrforl Naffs Baz Naffs too6riga b rest sill rsialsRsbed llflortabie sldawai bngtis provided h table 3.t4 shall be permidbd b be iriaFeesed when (vighi}sot Meisried bearhg 3tXlOpsf hterbr stiearvrats are seed. Sheentitgat,d corxtadtorts etui be vtfli:.::-:.;.__:' ; -:-ROOF NAtL1NG -- 2.4.42 and - ;..:,:.: 3j Prvride I/? trieAeriaf 22at nsepectve{y -'.-. -' - "" -,"="-'- :"" " • eo�eriafonjoffit betweenoaiaetesbbsand _....:. ' RaRarbT - _ .-.' . ": -,. _ _..; .:.. _. _ op Rabe{f°e-tided} -: 3- oontxebeit wens hermedoreir , aoctstg unheated hltMor - ". .... - 3 tamer areas. eTt p� Cf - 8y. oNs AROUND EXTERIOR WALL DIP -. . .bast T Plate(Toe ap W Hoeft andfar count Ora shot be ritlh atsactad 3-8d . .: 3-$d ;:": .--"-� perjoist - 0 Arty new oarcyete wens bebtg ettaclad b e>ast6ig e�ottdiets sintctse chat = --= ".: -= 9� upii ooreiec0ora h acooManoe JOfst b P'ar�l� - -- flg - ' table 3.5.Wfrrbw oM pbfes shad be have steel exituiectors in atwordarice wfth Rai�x(Face-rtdl .:: : - 5=16d: 5-16d. : each -: bs belated wbr f4 radar. 1�'IottQ at lr o c We br ikon.: - appto+iea spox�► 3,5� ads Cep' .lOist Over Peftl6 S S _;:= :'. >n9 _ �_ tins(Faoe-�ledj .. .:. : °". -.: 5-16d. : 5-16d tl+�ealap - 5). d,errr>se tl slabseirt CoRarTie i tioled, grade b be 25f10 L.Concrete b be ". .--- p Rater(T _ _ � ::. "; on 4 tech eft eaM -:g}.CATHEDRAL CEAfIYG ASS6U�.Ya 2 40d i parse l eirgr�d b wtli 6xi3 wke meshBbdft retnlordrg.hiferiotatebs b Rafter(roe r1�1 . b be trlltihTes113.1f2 tech Oft __ttdge it b be Dead as a etntlurei bearru.the ratters stitl either be nomred and ,: :... ::.: � � . ..-. . -. _ 2-tad 2-10d =; l eactl el)d ..... .- . F i :".._ Glttrd �'�° .:':: .` , � 2-16d 3•�16d . eecFt efM N V spaces b be proirfded wlti a mdn6rasn 18'iQ4'aioobss krstet crie ariNaned on bP d tie beam ar stops aaxrewitxs shalt be attached b Board b IZat�Bf Had wen • - SlOtg��g t�d1Rte burg.ConnacBons b the ridge and shall be be - _:.-8xW6 cast on fouida llm vent tot vtdQr b+e above � wety t50 soy.3.dares. WAIL FRAMI NG 4� T Pleb bo7 Plats - - -DECK AND COVE P -rtd} -. 2 16d 1 " DampprooFbtlenotoftnund0onwbfWftritYxxtsaoatrgas sectIMR406of RED PORCH NOTES. _ T Plalas at ) ( �=lad C1} pear tN Y.S.Reside taorietrtectloti Oode.A 6ird1 rim 1 (F : 4-16d potyetiyb►w shill be a�edowr k ihileve otherwW noted,tl lfandtg materiel b be g1 A00 prow"treated Marmec `16d: -each aide t belowpadeportfonofeodericrwMs b _:- : S$JdbStuld -tt8 - f b8 uteri►hargeta and antdx>ra b be 9tlrkraed or steel. : 2-16d - - - Ht atietb Header €$ (race-tlade� .. k Drakmga as per seedbri R405 d N.Y.S.Reeiderrial Gamlrudlori --- Gbds. t3rdancbrdeck bbe O- _--�---'-� -_-_-_ �- piste botbd b sell post win waeheR and turfs; - aG along edges€ 1 orders on concrete shall ba- anhored wM steel _ - ! - � txoper exxKiaerors aneliored F7RAM NG NOTES hbcaia�e6e,MnamMmiun,fr xT " L ad :actor bottwtfi washers and nuts. Top a'Bt>�4om b Stud -- -- Etu! { 1 �� ": "= 3- 6Q - 2-�lOd sad 0 =1} Ai tratriiig and miettiodfs a: d [ t?bbs diet be arrliored b a 1 :6dlionWoo! - _:- 3?• >nPP�'9 2'x17kt2'ttick0onctete Oaiab�udlon ( -. - i Ftg ilarsral. 9 _.. .. - tlseanikdiissmfll'dtaxT ,- eMiorboft wRh waaltets grid tints::� The 3 R bebw t:oricrste 9�e• p� �w!n roofs or(Mess _�• nosed. and strteclsd vtood triateriai + P - - b be tf2 gTR.- - _. : Fs: bottom_PtabebRoar,bist,&� End - -or- - _. -.- c r t l3}Fioot�Wok Como artd taRets iDt be spaced at le hales o.&uitees rtow 16(�(1,2) p@f TOQt ` :` A m►hinnmri of 10 hch Shanbell -- -- FLOOR FRAh"�1t3 .:� 16d ,,atieruvba. 5j. faeluing steiled befireeri the betidirip and bcger. ." f bbeA min edb wl%Wrdia.boi(a Leer bui�tig wtn waeliers and riots Joist b To p Plebs Or(3Er be , R - 4_ _ h , ".whets heeded. :.:: - � F 4}.Ur beri ov errrlae noted.all 1h Ig*d headers b be 2z10112 STR. ,ft. f _.. .".. P�1� F �b Jais1(T � ooug F • ( _ 2- -: - .-�earhg treaders to bane � stills and full R} t2? meson oath ells doll. , ,- salt end Concrete she/be a!� miHrrrrs116"stars f0pafl a LVL Readers b have studs t ! Blocldtig �fsc(T - :: ' �... :.:. �dacc avid Ilri - ::- t3}l� C� IenQt►suds on eadi tide of �. . . ° _ _. 2-8d : " : .�. - t each end t - aperikige<t3aartrg Wei wirtdoW sirs slitl aaio liars wfrkbw ell for t SE or T + ap Plat l}Al Joialsb be wNi said ariinax E�edt ,bbt atiaf also -. ,. '- 3-ltid icperil�igs hetweet fl and lib and W was openhgs between 5.11 end tl9 ProaAda tits . atippate�d be artlxxt+d ": each btodi tarid whero t�+der(sy b0 gain(F- ' "- Jolst an t edgefb Be,etl{T beariisffieedera b 6sYiamied wftfi elute avid ,:: ,, eRears shall be asstifibied and aridroted traseas traruier as a typical bu!ldkig. :.-.::: _: .bast b lost il uvwhere b 3-16d tl > P U PLUMBING NOTES to Joist S�or Top P otter TE R 2-1 : . . � ad(1) 3.16d 1 Moot - - - i6} Oabte uptlooriotats raider Wane that tun partlet b Ittetlocr and under bathtubs: : f 1 All wallet and � rwPPiy.drainage ventrg b be Installed as N.Y.S.Reeideritlad { ) per F Fbors to have Ca W*ire ffnstalled shag be vbltfied for ROOF _. ... properioedeajiedtyunbssnoted .-�OonsbitdioriL,oele. -.:: , ;" - _ SHEATHING ' Str�xai Pattel3 Nobs 4 5 and _ Wfdi 4a for�r•�s� Seriotc Health � _ > >. 7j,Provide h i W at =blod�iglbAdping kids tl'b o a•Use sold h - Ittteftor2one - .. bbr�ig that jolats _._ .: . � 112 field - - tl wig -= - : . . "- ... fifwall ar field - s>ttds, Pro ad cut �• kietslatlon Penillet@t P tDr zone - - any pkandrg tables!weak, 8d . . Od provide a�gtrate 6necig and plebs b poled all secue the strtrCttlr�V��ifyvrtfi tie - i t^s;�le End Rake wiUt b 1 ad Naulafonballesateareventabetween R8lai3 10d 3 raelters.liibel draft bfdodarg as �abrteoode and menufatlrrels rscotittrisrirtstorr for rra�drrem ti(Ib sine and ltetd • .needed. HVA c�ruNG - . " CSYS - TEM NOTES _. �" sH�art�N� .. . .t:llrreeso6,ervttee tl - _-- _ -.: . � noted, roale and walls b nave a nitninun trr - thldt.4 CDXezbrfor ll fMacliadc stil corrttacbrlsreepotismielbr btl 9 Plyw'� booverarerplaleewdroom� aPPncatracodesandselbty !� - :. � . - T edge 110'tteld coolers 11 tltileeis vtietw�tas noted use _ WALL SHEATHING -- - -_�• 3t4'Hdc T3ti PM t3rarAdverilech subfoor, - NVAC b b -.:aitieredwlln My�� cooreinate ads PL400 adhseive slid screwed blbeir2Iy aysiexn data sail wNt the _ --= joibts•FtiWad floor b be ftistalad S orersub600rss •- " -- 10d"s lrisfruciori:. a,Qpaer - G /1r told - 1 HVAC b that --- - - - -_ f .At brrth0om vrtls b 31- prime all - -_ _ 1} bars 1r2"tiidc �r srnmit i!b ilia General - --. . - : `- " _ - - absitstieetr0ciu. wad end ,:' : - - - - Coribadorand 0wnerfortkiei review 5d t7ij0l8iS 5d scalers t tCebigs and ove►1Uniece b tieir�e 5f8•tddc X aheebodi.Ai other �aPPro'+tl• - : �� - - t!'De' pegs d bul�tg � :`.::.. - : ' = " :-: ' . - - � - " - b bare regular 1R stwebtidi.M Wft b be and tinIdied, toped - • -� -- - ELECTRICAL NOTES. - :..-� - _----.� - FLOOR S'HFATFttNG - 12}.Ai roofwfth a less then 4 tt2 sal �"� -: : --: - --. . . fA�► be hsdstedvtAei an be ri Waterbartbrw - - - i l 1}M ebcirieai b be kiateNed as per N YS.Realdetrieil Qoritlucbn Cade - Stnx�tirai FletroorsstW PAS - ePprwed be 1 t � appied with a is base slieetrrrTtr an EPOM torch down mietertd over - i � M erbcHcal work abet be ,. less- a 2}. approved ilnderrrdter. - S edge 117 field - - . At IN and vreiod in _ oontaet wth oaiexste b be I 16,11Apriaesus troabd Sit p n=b - 3} tiatai Snicks debcbrs and Carbon moludde detstrors ifrougtait es per sector R317 1 Neft vr�a ikietn sit gasket avid e:opr-belt braille aMeid ar approved equal. dN.Y:&Redderglsl Oot�r�n Cade. ■♦ {.�,��wry �11 �( A Sdti3dt�s!tom are based N� i7 . W used Wm vd St•'t1Cti� �s nal4' fedUt�ct i=0r raw �iclte8 at 111e ng �IS lo Obt�ti higttttr t2}padfl� litlad - tiDttl6CtOl'8 Ill@irlb@1S Shall be be used b t load path. a - CUMA11C AND E (�Forwa tg titithht 4 beetdtr`te txxtters`ate btatoot � edge zone�adrr�entrnfgi�remeMs efts!be used... G OGRAP HI SI i G DE GN�R F v_- - 1;rotntd Snout Wind - Seismic Frost Line Tertra'te Winter oe Barrier ::". For 12indt _ Y ... Flood HMMIrds (' ft W tin 4 perheter of ttte bo u ttbtd trnerrribeels : . goad Speed tide of fie peek,thta 4 boot , t nth... _ rtde�la '_ �� Y� pe<itrtebarzt�a�admentle�airertit�isshad T (� ithdatod 12 iffch am nall • assrttm roof 25 9 truss frffiiimg meir>bes+frittt(,>0.49.For 140+apt► t3 : : Bevels $t3 ln. Slight 15'F Yes . _ trairdng merttbett taitlt<0.42<C,,O.49 Qte td ��•�,.d to kdm " �J,�� ac. (5}� gt�rlhan 1� �,,,,,,r �..� b 1 t'1f{/adtt�tM 101 fiC6�i0r3ln - - - - E - m t Ong, btbt t�s t3t�be - - foraotrrttolt -. . �. . ; . - - - - r - - .. - - : - . - - . . .. - - - - . _.. . : - `: !t� �... . - _ ... __. ;: . ,:. - - - _ . _. -... _ . __ :: _.-..- - „. . ,- - . - _. - c . -: ..:. -. 2 - - - - - - _ - - :: - , �,- -; : � . .-.. - ,, � E._ -.. - - - — ..- : - - - - - - - - -.. -- - -- - - - - - - - - - -- "" �.. � . J --- :. � - - ::CONSTRUCTION=-DETAILS & WIND LC}AC� P�4TH CONNECTION _DETAILS - , WIND RESiS�`�NT CONSTRUCTION CONNECTORS _ _ _ - - - . - - -� ..�_ a� �. . - � o; �� ._�°. _..._ { - _ - - . - ,. � =, _ . � _ - - - . - - ,- , CONNECTION L�A'ION: PART NUMBER: NOTE �. -. :-..: . - :. --.:.-:-. — AF1��S - LSTA24 APPLY TO EACH PAIR #` RAFTERS _ _- --- : . -. - - - . : _:: ,: .:-_ - _.: . -... � N --: RI T = - : . - - _ - — . . . - W _ - - .::. - , _ ; : -W�; R P Y _ : � : . - - - : . - - , _ _ . - 0 M ;._, O .;. �O ..: - - - _: - — - - : _ _: _ . . :RAFTER TO—PLATE : :.:.:` RT15 � .-d :. . - . . _ - N!CITt�iED RAFTER __. USE NTH SPTH4 CON ECN TOR o . d ` : _. ; :. _ .: : . - ; : - - - . :,. - - : .: - _. :, RIDGE . . WA °.� :.: PLATE—TO— LL::STUD` SPT'H4 APPLY. TO:EACH WALL STUD . : : :. _ - ,.RIDGE .:. : —T0-1 S�:`FLOOR WA _ ;_ . ... :. .. .` - 2N0. FLOOR WALL KLFTA `OR MSTA36 APPLY TO EACH WALL STUD �n _- ,,: -- -:. - HEADER--TO-JACK° STUD _ - LSTA12 APPLY..T4::.EACH JACK STUD - : - `: r- . - - - : ..-: .,.+ : : . _ CRIPPLE .STUD--TO-HEADER ,- RT3 `OR RT7 APPLY TO EACH CRIPPLE -STUD ,- -- -_: - ._ SfiE AR-WALL HOLDDOWti ANCHOR ,ADSS APPLY TO EACH SIDE1�fALL END =__-: , . .,., _ . . _ _: tST. ER_cEt.; PLATE = M TA . :: :-. _ DER DOUBLE - - .. Y�RAP UN LL P _: . _ - _ L. . - _ FLOOR-UNO S 36 OR RS16 R . USE -WITH W ,- A A N S - .: - _ -- fa01t,L.oMi�+K3 .- ;:. . - - ART' --: -_ - uczr�oc�sTo - .� . �� ,.- - ".; - ---.- - .-: �s�eoco® _ . - _ , .: Acttx� - - _ - .- - - - 'tl! - - - - _ - .- . : . - - - - ,- - . - .. . . :. _ - - _ . _. , : _ -... - - _.: _- :-:: - - - - -. _. --. .... � - - .. - -: . : - - -. . _ .�? o - .: - . _ RAFTER - - , . : :; _ : PR - - - _ _ - _ . . OYI 1/2"SPACING _:- - .: .- •: -- :- BETWEEN T'HE END STUD -: - - : .:- _ o THE � A� AN 2 OTHER STUDS - O'R B�t.T C0�1"`�C'CION :: .. -: - .: . -. oc+� � _.: � RAFTER - - CO�t�1ECT COMER STUD - - :Z7 `: ::_.. _: ':: - _ STALLATION _:. �wG+oee�T�Od�710M TiOf�t T _.._ .: . _ : +-: - _. .. . ,- ,. .:_-_ . . .. 1'1R�11NISFER:��EAR HOLDDOIIVN!N _. - - TOP PLA - - � : ;::.` � FASTEN WITH(2�t6d � _ � �L MTE 10 POE1�►IdAT10N -TOP PLATE . �..:� .- ;:-: - _ � i�AtLS Q�'O.C: `� - : _:_ - - . : - - : z ��oc- : ---:: - WALL �sro�a a�oc - - - - - - SCUD - - � :-:(� .. : WALL=STUD - :- v�'Tt�l3� t�► _ _. -- - - :::: _ : _. _�____.. , - - : .:.: .- . ,. _ t o� -: - - - L � _ _ _ - . -- R�4FTER TO WALL STUD CO>�dNECTIOIV .. - - - - - - - - ._ _: _- _ .. _ - - .--: _. . - - - - _. . - . - _. - _ . __ --- - -----= �- - - - _.- - - - - _ : _.. , . .. - _ - . --- - - _ - - - . _ - _.,_ _- - ... _ . - - _ - : .�.. :: - . -.. -. _ .. - _ - - _ .. .- - ..- - :.:.:.: f _ - - _ _ ___: _ _ . . - - ,... _ - - -- _. _ . -- . - _ - _. -- , . _: . : - -. _. ..: - : 2NT) FLOOR WALL .. _ : ; - . - -: �. --... .. - - . . - _ , , ` : : :: '� .-KiNlf3�'it�S � - -- . -: - - - : - ,. - - ; . :. ::: D FLOOR PLA�'E , .-:. _ iNOOD.lOtST SUBFL - - . -: ,. RI'�t BOARQ ,. ..: _. -- _ .. BIOC�KIN{3 - - . , : - . , :: .. - .. -. _- - . - . -` 1ST _-. .- FL OOR TOP PLATS _ . =GIRDER�HEADER = ------ - - - _ - . :. -. -: ,JACK STubS _ .. � _ _ :.-: _. illf00b ilk _ _ G 1�R - .. WOOD JOIST. .- -- _- .. ,_ :_- -;:: 1ST FLOOR WAU.BT`UD :; . . - =_ - - -.- - - .. ._ _ : - .- FRAIM"SVG i.USH WRH . ,FOIST G � ,.-:: - F GtRDERMEAt)ER __: ° - .. _ - - - - -- ---- - ..'�� .: --: ,= : ; .: �- ,. -- - : - - - '.:1ST:FLOC WAIL STUD - - - - - - - . _ _:.. . . 1ST' _ .:.:= :. �. - ��Sty __ -- .- : _: : : - - : .. . - . _ �: - _ -- .. - - - WALL STUD - ; : WALL STUD :. - : .. . ..: -..-- .. _.-:. RI1A BOARD - TER�'ITE S'I•IIEt� _- - -` ._ - � 80 PLATE -_ SOTTOI�I PLATE :_ - .- - : : .:: _ --- _ - - SUBFLOOR :.=.._:... _ DOUT�LESILL PLATE _: ' . BATHTUB <- -: _ _ _� _ _ DBL.S�.L PU4TE5 Ot?UBLE JOIST :. . , - DOUBLE.�ST - O O�..AP JO�I'�tTS - - .�= r;�: - - -__ - - - Ti�V WAtI .- - - - _- ,.. _ - fC3tl6�DA -.:- ,. ,- - - -. - - - '- � • `� •� w nt�F. - .... - ,, :--. -_ - - - ,� •;,. :: ��•. - - - - . - � - - ,... - - " . - • TtO�I WALL _ �`' .�,1 ;, - - :- -:. :�Y .-.- - - _ - --� �� - � � _.._ - ' �e _ - =�� '�� -� f �,�.. .. - � = �� .' : � CJ I�?� 'fY _ W �,. - . ---- -- - /,� tit y - - - - - _::: - .- - - - -- _.. :. : : - _ .- - - - ... ... , : .. , - . _ , .- ._ ._ - - - . - - .__..® t 4 _ - N _ } _ 1 � t f a[ f � i � ,,, - .. . ..2 ��IN� I��S,� #. 1 � �� R�;� ��N��` � r��1��1 :��.T�. LS & .�1'vl�� - l��A� P-�TH : L.,CN��C a 1C�N : D#TA.#S . .ora;.3 1_{ �A7; t�_ P��-c��F��-K �c� --� �� -�:� �.: ��_ - - - _ ' , - '. � +� I t X �� - - - -_ _ - _ H p - � f ._� .. � :-..-. !,` t / A €' -- _- - - - �. � � %� f - - O� - _. � $ �! } .6 _ . �; �_ �. -_ - .- - - PC 7 .T� �' ��R ��R s� �� - ' .6 L - - - - _- , - - - - i j - - c - - - � - z (F f a!~ � � �{ � f � t t l v� 11 � � � �� 'T � '1^��r F s - -- _� - .. - t?-�+t�� R EAGER-:-y LS'ki,� ..� t�ST��4 � .�:. 2. FAR-EA+.��! Pt.�t-1;,�_tt�'� C 1 - .� � � _ _ - - "1' . -. -. - - -_ - -.- : ..: 3 � - -. -- E .--:': il7i�y-��i.G��F''1 iJi.'X' ��{�- .. .. �F1'��'�Yl•"-Ki.'-�.. -.-.. W'�*'.{a.J14a"�`o..3'�•P.Ft�i-�hF.'--..�._.• '.-__ _ .- - - - { . - -. •- i �_ -- ... .-. _ _ - -- - - ___.. -� _. � _ _ _ - - _:.:,. : �� \ f - W � N - - - _ .: �, � ..T WSt.-.. Ii�i. -- - '.-+ .,r''� - ,.� - - . - ' r i F - -- -- - - -. �: --. - ,. �. - � � i�i�! E�. AFTER. Al USE- .. 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South:,itl Town _ �.Z 7 •"�A Bn�,,ofTrm!nps S.C. TAX No. 1000- 1 1 1 - 14- 12 MON 36.5 �E ALONG �r--OVER �Rl 29.51 --_____ REGU CU t� „ , *10? R D �W� \ _ 4. SIGN POST SCALE 1 =20 � 36- 3 OIL I N ' X 33. JAN UARY 22, 2007 FENCE ' \ \ #12 AUGUST 30, 2024 UPDATE SURVEY fv) 35.1 / I \ \ CONC. MON. to35- O-L CE 24•4' 34.6 ` ` \ AREA = 38,654 sq. ft. ° \ 1 (TO BULKHEAD) 0.887 dC. o \ N NOTES: I 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM x. , �.� �' 1 \� M EXISTING ELEVATIONS ARE SHOWN THUS: 2.Qo I AIR 34- ' EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -20- - - - r� � CONDITION 6 24.4' ti 1 OF ' I I II LI LC CO R F.FL. - FIRST FLOOR I SLATE STOOP ' I 2 G.FL. - GARAGE FLOOR 33.2j`, 1 HOLE/ I I 1. T.B. - TOP OF BULKHEAD x 4 " 3.1 B.B. - BOTTOM OF BULKHEAD - BOTTOM OF WALL 33� ' X / \ \ --34i 218.2 TEST HOLE DATA (TEST HOLE DUG BY NATHAN T. CORWIN 111 L S ON JULY 24, 2024) \ a / / 6� 1 33_ 33.0 / ti EL 33.1' 0' h do \ \ \ 1 �32 / / / / / BROWN SANDY SILT ML \ \ 31- - \ X X 9.7 \ --30 PALE BROWN FINE TO MEDIUM SAND SP \ 29 EL 16.1 \ j 17.0' I mum lY POLE y UL t2A / 0.6 WIRE ONC. _ X23 7 X 20.6 TO �,� yA \ OIL-FILL - - m a 0 _ x i a 0 � 2p, ,CAP PIPE / / X 19.9 ' � OCONC. & SU v ; y C0I10 oN. 17.4' v ci / O Cti 1 9.4 M �1 19. a DRAIN4TOOP 19.1 CONC. ......... 18.CELLAR / PROPANE \ - ENTRANCE F FL-20 7; 36.3' Lz 2 X / 24.0' G.FL. 18 87 CHIMNEY 16 a !) fC 0 / \18 6 w 2 STORY FRAME HOUSE do GARAGE GENERATOR ON / \ CONC. To N y 16.1 19.8' / r�+ 5- 15.2' o� ROOF �1 1S � F OVER o 0 \ W WOOD DECK ro 24.0' \ a 8.0' o °' IC / 17.4 17.0 a 17.3' RICK / �3 ,�RAI PLANTER S 1r\ \ BRICI�yAII WOODD DECK PLANTER BRICK WALL Taw_ WIND OC�ANLL-9"W,]�� - -- B.W 1�,1 ' / / / /X 12.7 1 / / WOOD STEPS \ 0 - ,, P/OXIS CONS ALL / -14.5' � X 11.6 / / -8 A - * / / 1 WOOD CON\ ro Q of ao STOOP& SLATE / / DECK O \ ^� / - _- / / / -1 FRAME SHED WOOD _ tJ-7 CO� F.FL 6.10 STEP5- - z 14.5' / / OO -ff 2 b, STEPSz ° 41 CON & SLATE / / / 1 8.2' 20.0_ 0 O M7__" � PATIO - i / _ - - - / ` 6 PREPARED IN ACCORDANCE WITH THE MINIMUM _ D N z - / / 1 STEPS 1 4 N STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �d BY THE LI.A.L.S.gAAND APPROVED AND ADOPTED 0 U \ \ of / / / 1 FOR TITL A�dC64TIS17,1tf E NEW YORK STATE LAND BuL1r�° 5.8. �PS E U1 Zco •'••N TAF� s I / 1 ��F rULKHEAD CR•, 1- S m ooD D D c\ OA- _ n • r BU .1 • BULKHEAD BULKHEAD Cfi �SD �� '•� •." 5.3 O.L. ra,� � •4E� +/`�t� \`® rc ddp�� y `.'` ' N.Y.S. Lim. No 50467 00 ® BULKHEAD � � �°. ,•' YS L ,�"° ,.9' pO 0Q ®W. „ OpLO NNYI gu NFlO TOUNA TUHIS THORIZSUERVEY IS A4VIOIATION ODfiION S 83°109 oGo 7 HIGN wA K µ EDUCATIONSECTION 209 LAW.OF THE NEW YORK STATE Nathan Taft Corwin III 16.06 Z COPIES THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR 5 � TO BBE A VALID TRUE COPY OSSED SEAL SHALL NOT BE CONSIDERED �/G°12 q.9 / V CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys Subdivisions - Site Plans - Construction Layout W IS PREPARED, AND ON HIS BEHALF TO THE _ (� TITLE COMPANY, GOVERNMENTAL AGENCY AND Y N N LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax 63127 7 W TO THE ASSIGNEES OF THE LENDING INSiI- _ 1727 W UNNEWET A POND TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESSTHE EXISTENCE OF RIGHTS OF WAY AND 322 ROANOKE AVENUE P.O. Box 1931 ANY,, NOT SHOWN ARE NOT GUARANTEED.EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 N � I , vQ� `5•9. L T T 04Co . �" �,�� ;'� PEC pN y tiv \� �Z �' IC lBAY %ROAD . ,� m gy�� \ 9"2 - — rtR ! '1 M N 'go I I I N >W it x \ jl 1 �0O as \ 1 tl TORY �iARAGE, y = 2 STORYFRAME HO .s/r-� USE u i '` � �� \6 plgd� &GARAGE ' �� nn" F.F.20.73 PROP t' //,Ts sSEDROOMS zsTdr�li -` ow it P/0 Go co 1 as I �.r»m9 117.32 5 B3.10'OO- W `�� ,ey _ METES AND BOUNDS FOR PART OF WALK C A 16.06 2 AND BULKHEAD OUT OF POSSESSION r s j612 49- w 0 S OC45'25" E 12 34 B �; •N N © S 76.12•,19-W 1.22• �� WUNNEWETA POND © N ocmeool E 12.59, 00 00 Kohn Residence-500 Little Peconic Bay Road, Cutchogue, NY Picture #1 yY• ONE 1� o, Picture #2 t HI y 00 00 Picture #3 Picture #4 �1 y I Y N h� Picture #5 p F � - R Picture #6 .i dq4 . 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"� 6 °� 1• •-rnycr m .L: :72 cr �� t µr•sf > 12- o. s 5yim eZ. s 3e J Re��GL. `:`.• ; � ". �-�� y('.,i 'r5" F �t¢ xs $ °"�a � } a t- ui l'7•Y_ s . •}�. wmtct •,,.�. 14 WyETA u Y { � 284t1 S Al:i.' 0 i aON rKL NO i C a: FEE- COUNTY OF SUFFOLK© N 1OTICE .,^•\ , m, ,000 secrror+vac w somoD- A � RFX FP6F ry iIY. /OB(.x P Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com September 25, 2025 � Lg Board of Town Trustees Town Hall Annex Building ' 54375 Route 25 SEP 2 6 2025 Southold NY 11971 Re: Wetlands Permit— BoardS Of-rffiold own Kohn residence—500 Little Peconic Bay Road, Cutchogue, NY Trustees S.C.T.M.: DIST. 1000 SEC. 111 BLK. 14 LOT. 12 Dear Board of Trustees:` Attached please find the following for your review and approval: • One original full set and three-(3) 11X17 copies of the site plan • The description is listed below: The owner proposes the following improvements to their property: • Replacing an existing septic system with a new Innovative/Alternative on-site wastewater treatment system on the landward side of the house • Removal of existing cesspools in rear yard • Proposed 493 SF 27story addition • Proposed 967 SF 2-story attached garage • 56 SF proposed porch • 5'x 19.5' blue stone patio • Proposed 7'x 10' one story addition • 76 linear feet of stone retaining wall • New asphalt driveway and parking area with landscape improvements • Proposed 1,068 SF raised rear wood deck with steps-91.4' off bulkhead. - • Existing raised stair&deck 26'x 15.2' (398 SF)—75.2'off bulkhead. • Existing generator on concrete pad • Existing 14.5'x 18.5' (268 SF) Cabana 26.3 from bulkhead with existing 277 SF concrete patio 18' from the bulkhead serviced with water and electric. • Existing 8.2'x 12.6' (103 SF)shed/boathouse with an existing 8.2'x 4.1' outdoor shower which drains to grade serviced with water and electric. Building is 40.3'from the bulkhead. • Proposed 35'x 15' inground swimming pool 53.6'from the bulkhead. • Proposed 120 LF trench to install underground electric line to existing deck area. • Proposed 20 LF trench to install_underground 1 Y2"dia. sanitary force main from pump station to main house, • Proposed 49 LF trench to install underground 4"dia. waste line from-the cottage to the pump station. - • Install pump station for cottage—94.1' to bulkhead. y The project is located on the south side of Little Peconic Bay Road 100' East of Sailors Lane. The proposed I/A unit and leaching system is at least 147'from the tidal wetlands (bulkhead). The proposed pump station will be 94.1'"from the bulkhead. The proposed rear deck will be 91.4' from the bulkhead. The majority of the proposed work is more than 100'to wetlands except for the proposed pump station, swimming pool, and proposed deck at the rear of the property. The property has a bulkhead which runs across the entire waterfront along with the adjacent properties. Thank you for your assistance. Please call me if you have any questions. Yours trul 77 Ahn . P.E. _ i J r J Hobson, Thomas From: Hobson,Thomas Sent: Thursday,July 17, 2025 3:53 PM To: 'condon77173@optonline.net' Cc: Cantrell, Elizabeth Subject: Barbara Kohn Application - 500 Little Peconic Bay Road, Cutchogue Hi John, After Elizabeth Cantrell's review,we will need the following: • Check for$1,000(Wetland permit application fee is $1,250, of which Ms.Kohn already paid$250); • 4 sets of construction plans(one full size to scale, 3 @ 11x17); • Square footage of footprint of existing dwelling; • What is the 7'x10' seaward bump-out?If new,add to project description; • Length and width of proposed stone walls on plans and in description; • Existing wood deck stairs do not match permit, so add in project description existing deck and stairs with dimensions; • If generator is proposed, add to description; • Trenching to cabana needs to be part of description; • It is recommended to permit cabana with patio,etc.and shed w. shower,water&electric; • Gutters, leaders,to drywells for entire dwelling are required if not already installed. Let us know if you have any questions. Thomas Hobson Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Sox 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 c ; LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: October 14, 2025 Re: LWRP Coastal Consistency Review BARBARA KOHN, SCTM# 1000-111-14-12 This application is for a seaward deck and in-ground swimming pool, a new I/A OWTS sanitary system; and a sewage connection from the cottage/cabana in the rear yard to the new sanitary system. 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, it is my recommendation that the proposed action is CONSISTENT with the policies of the LWRP as follows: Policy 5.1 C. Ensure effective treatment of sanitary sewage by requiring sufficient treatment of sanitary sewage to avoid negative impact to the sole source aquifer. The proposed action involves replacing a traditional septic system with newer technology that will reduce Nitrogen pollution to the groundwater, helping to better protect both coastal waters and the aquifer. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Glenn Goldsmith,President �Q�SO(/�y Town Hall Annex A.Nicholas Krupski,Vice President �o� Ol0 54375 Route 25 P.O. Box 1179 Eric S'epenoski l i J Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples • i0: Fax(631) 765-6641 cow BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application )C_ Administrative Permit APR 17 2025 Amendment/Transfer/Extension X Received Application: Ll[I-+ Southold Town Received Fee: $ 0.15 0. 0 0 Board of Trustees Completed Application: !O_ /ala: Incomplete: . _ SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): �l3 l D-5'�C LWRP Consistency Ass ment Form Sent: CAC Referral Sent: N t ' Date of Inspection: `1 Receipt of CAC Report:_ /U _Technical Review: \,— Public Hearing Held: - 1WaS Resolution: ' Owner(s) Legal Name of Property (as shown on Deed): Barbara Kohn Mailing Address: 500 Little Peconic Bay Road, Cutchogue, NY 11935 Phone Number: 631-404-8311 Suffolk County Tax Map Number: 1000 - 111-14-12 Property Location: South side of Little Peconic Bay Road 100' East of Sailors Lane. (If necessary,provide LILCO Pole#, distance to cross streets, and location) Cos& S� AGENT (If applicable): Condon Engineering, PC John Condon, PE 1 a Mailing Address: 1755 Sigsbee Road Mattituck, NY 11952 Phone Number: 631-804-5686 Email: Board of Trustees Appli4 .on GENERAL DATA Land Area(in square feet): 38,654 Area Zoning: R40 Previous use of property: Single Family residence Intended use of property: Single Family residence Covenants and Restrictions on property? Yes No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? =Yes _ ✓�No If"Yes", please provide copy of decision. his project reqp'rq- any demolition as per Town Code or as determined by the Building Dept.? ✓I Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No Prior permits/approvals for site improvements: Agency Date SCDHS Wastewater Submitted 3/10/25 NYSDEC Tidal Wetands Non-J Submitted March 2025 ElNo prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ✓�No ❑ Yes If yes, provide explanation: Project Description(use attachments if necessary): Renovation and new 1,686 SF 2-story building addition and a new 1,068 SF rear deck to an existing 2-story residence, and new driveway and parking area. Removal of existing cesspools and the installation and installation of a new VA on-site wastewater treatment system and leaching pool system with drainage improvements, .Board of Trustees Applic `,on WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations. To increase living space for the existing residence, provide additional storage space and provide safer access to the house with a new driveway and parking area. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 _ % Closest distance between nearest existing structure and upland edge of wetlands: 26.3 feet Closest distance between nearest proposed structure and upland edge of wetlands: 93 feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: 9+/- feet Proposed slope throughout the area of operations: 1 :3 max. Manner in which material will be removed or deposited: Material will be added/removed by an excavator for the new driveway due to the steep slope between the road and the house. Excavations are also required for the new foundation, site drainage, and for the sewage disposal system. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): No work is proposed within 50' of the wetlands (edge of bulkhead). Silt fence and hay bales to be provided between the work zone and wetlands. 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Kohn Residence Name of Action or Project: Kohn building additionand septic improvement project Project Location(describe,and attach a location map): 500 Little Peconic Bay Road, Cutchogue, NY 11935 Brief Description of Proposed Action: Renovation and new 1,686 SF 2-story building addition and a new 1,068 SF rear deck to an existing 2-story residence, and new driveway and parking area Removal of existing cesspools and the installation and installation of a new I/A on-site wastewater treatment system and leaching pool system with drainage improvements. Name of Applicant or Sponsor: Telephone:631-404-8311 Barbara Kohn E-Mail:richardcifarelIi@mac.com Address: 500 Little Peconic Bay Road City/PO: State: Zip Code: Cutchogue NY 11935 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that � ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 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: . ❑ z NYSDEC Tidal Wetlands, SCDHS Wastewater & Southold Building permit 3.a.Total acreage of the site of the proposed action? 0.887 acres b.Total acreage to be physically disturbed? 0 887 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.887 acres 4. Che I land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) Industrial Commercial ©Residential(suburban) Forest [:]Agriculture ✓Aquatic [:]Other(specify): 5 Parkland Page 1 of 4 I 5. is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✓ b.Consistent with the adopted comprehensive plan? V( 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ✓ 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: Peconic Bay & Environs Critical Environmental Area ❑ W 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ✓ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ Z 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new I/A on-site ❑ wastewater treatment system is proposed to replace an existing cesspools. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ✓ b. Is the proposed action located in an archeological sensitive area? ✓ LLL 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ✓ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14 ntify the typic bitat types that oc n,or are likely to be found on t1�project site. Check all that apply: WShoreline Forest Agricultural/grasslands u Early mid-successional ✓ Wetland Urban ✓Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ✓ 16.Is the project site located in the 100 year flood plain? NO YES f K 17.Will the proposed action create storm water discharge,either from point or non-point sources? RN 20 If Yes, ❑ ^ ❑ ❑ a. Will storm water discharges flow to adjacent properties? NO ES b. Will storm water discharges be directed to established conveyance systemspff an drains)? If Yes, briefly describe: O ✓ ES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids (e.g.retention pond, waste lagoon, dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: Z ❑ 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: _ Z ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE // Applicant/sponso ame: Barbara Kohn Date: 7 1141 C;17T— Signature: Part 2-Impact Assessment. The Lead Agency is responsible forthe completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflictwith 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? ❑ ❑ i. 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)? S. Will the proposed action result in an adverse change in the existing level of traffic or El 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? El El 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? El 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. EJCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 �-'1Board of Trustees Appliq" 'on AFFIDAVIT Barbara Kohn BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Propert Owner Signature of Property Owner SWORN TO BEFORE ME THIS 2�ty` DAY OF (-C� 20 1 Notary Public JULIANNE CAROLINE DYork Notary Public-State ofNO,01FE00160Quajjfj.0 in Suffolk CMy Comrn4s(pn Expires N ion Board of Trustees Applic" AUTHORIZATION (Where the applicant is not the owner) I/We, Barbara Kohn owners of the property identified as SCTM# 1000-111-14-12 in the town of Cutchogue ,New York, hereby authorizes John Condon, PE - Condon Engineering, PC 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. 2-7 Property Owner's Si attire Property Owner's Signature SWORN TO BEFORE ME THIS . 7--7'4w DAY OF Ma r-Ck , 20 25 Notary Public [Notary ULIANNE CAROLINE FEDELE Public-State of,NeV{YorkNO.OfFE0016050 ualified in Suffolk County mmission Expires Nov 11,2027 a APPLICANVAGENPREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics_prohibits-conflicts of intereston the cart of townbf&ers and,emblovees.The purpose of this form is toprovide information which can alert the town ofpogsible conflicts of interest and allow it to take•whateveraction is necessary to avoid same. YOURNAME: Kohn, Barbara (Last name,first name,Middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other':,name the activity.) Do you personally(or through your company,spouse,sibling,parent;or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes•by blood, marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): _aA)the owner of greater than 5%of the shares of the corporate stock of the applicant � (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP r Submitted this 9�tday of M;9/C 20 Signature 13,,,rka'tn , K—blrl Form TS 1 r Print Name Ej a R)-,A!¢ Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y = P.O. Box 1179 Liz Gillooly 0 Southold,NY 11971 Elizabeth Peeples �,� p�,�,. Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS Ill - 11- 7 111 - H- 13 Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at.https:Hsoutholdtownny.gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment Roll." This will take time to download as it is a large pdf. Once downloaded when you'go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. f ; Board of Trustees Application k� I PROOF OF MAILING OF NOTICE r t t _ ATTACH CERTIFIED MAIL RECEIPTS ------ APPLICATION NAME & SCTM#: la / � h F9 f�""n - NAME: ADDRESS: 12 19 C� STATE OF NEW YORK COUNTY OF SUFFOLK C-6 kIS6 A� , residing at f0,t H 6Z 2--- , being duly sworn, deposes and says that on the > day of U C(Y�0 J 4 r" , 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 RECEIP S i g n a t 0 - - Sworn to before me this -+ Day of p 106ey— ; 20 a6 CHRISTOPHER B BONDARCHUK NOTARN Pi'BLIC STATF()F NVW YO RK Repi anon No (IIR(Wk,V44 / Oualitied ui Snt)ol6(Dunn MN Comm lion Expire., 3)m4(4 Notary Public e FAD�tltnit ; J I( ([t i Pqe 1 rr ` I rt'IIz dt7 Certified Mail Fee" Certified Mail Feet c � $ $_r.30 1.194E Extra Se (+�+� rl Extra Services&Fees(checkbox,add fee a iSto to) i•I5 M rvices&Fees(checkbox,add fee P`r-i ❑Return Receipt(hardcopy) $ kt I A I I E'E ©Return Receipt(harcicopy) p ate) ®RePum Receipt(electronic) $ I�`"'1' (t"'^'•+ )')IJ ❑Return Receipt(electronic) $ ® �� C3 ❑Certified Mall Restricted Delivery $ '� — Postmark ❑CertHied Mall Restricted Delivery $ Postmark �" tH— Here []Adult Signature Required $-",tf alth}— ❑Adult Signature Required $ --�-ram.:,:�� Here Ln ®Adult Signature Restricted Delivery'$ V) ❑Adult Signature Restricted Delivery$ +�r.s„ ti i Postage - - Postage C3 < ® ''�•t"i w 78 $ .�I1,7ttr s v r'q Total Postage and Fees Total Postage and Fees (-I f I^I �}I412c S t o San o � Er St�oet"anrjr� ..L. _fL! } f' (��✓�° /�('/ cO Streets { %v `®r>p'ZSjBooxNo---^At.Ng.,or PO o o. ( S C -- l__ !n . . Y ate,ZlP`� 1 -- - - _.___�`t .................. - /t ABB•0 A AA -------------------------- wn BIA°A• rn ru a �1aio r1 • I' an ,. 9T 1 Certified Mail Fee Ln Certified 5' JI„I 1948 ri Extra Services ec&Fees(chkbox,addfeea te) lad.,{ co $ r•f I" (15 M ❑Return Receipt(hardcopy) $ 'd:i�t f 4 11�i r-=i Extra Services&FeeS(checkbox,add fee app date) ❑Return Receipt(electronic) $ ( Postmark ("r't I]Return Receipt(hardcopy) $ S I,t II ILJ ❑ d� certified Mall Restricted Delivery $ Here ❑Return Receipt(electronic) $_may u..111n1-- Postmark C"" El Adult Signature Required $ t'ttf f ® ❑Certified Mall Restricted Delivery $__4f 1,I_I I„1 Here rU Adult Signature Restricted Delivery$ "f — [l Adult Signature Required $ (") t(--- Postage IU [i Adult Signature Restricted Delivery$ Ln Postage 1.1.78 r-9 Total Postage and Fees 11„I,'I 1{c;;,tt l;5 o $ 171- and Fees �11/I_(f3/2025 C3 $ � Tf� .pog4�,ge ° en ToV S t To f� ��r! h i dl re Yl JU 01---- 50 St of and Apt No.,orP6 Box Np C Street and Apt.NO.,0 PO No � ��.'............... Er Ln �a =? == city,St te,ZIP+4® f_ /7 /` 7 ;e e A o e e e e•e :Ae B eB .BB.... q prim ® • • s DIV ON DELIWRY 7. ® Complete items 1,2,and 3. A. Signattar , _ ■ Print your name and address on the reverse X ," t�l ❑Agent so that we can return the card to you. - 0 Addresse6 ■ Attach this card to the back of the mailpiece, B.el"! eived by�(Rinte_ ame) C. Date of Delivgry or on the front if space permits. c � �� — �( 1. Article Addressed to: D. Is delivery address different from item 1? ff Yes -lei /� � •�.,� t m �y n If YES,enter delivery address below: ❑ No pt� 1..� 3. Service Type El Priority III I I II I I I III I III it i III II II I II El Adult❑Adult Signature Restricted Delivery p Registered e st ed'f F ❑Certified Mail® D1lvSl) 9590 9402 9108 4225 1959 01 0 r atu Certified Mail Restricted Delivery a sfbrer ❑Collect on Delivery E7 signature i 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted ❑Insured Mail 9589 0710 5 2?p 18$ ❑Insured Mail Restricted Delivery snver$500) P5 Form 3811,July 2020 PSN 7b6u-u, �'1 2? Domestic Rei Glenn Goldsmith, President �gvF�®��;�� Town Hall Annex u A.Nicholas Krupski, Vice President ,�®� ®��'_ 54375 Route 25 Eric Sepenoski "` P.O. Box 1179 Liz Gillooly �, � Southold,NY 11971 Elizabeth Peeples ` y'V/ Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ` fi 0( l 7 Ij BARBARA KOHN COUNTY OF SUFFOLK STATE OF NEW YORK - -- AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, ��, (�/ ,.ter., , residing at/dba � 2 ' �� being duly sworn, depose and say: That on the day of O-C-7604 , 20 t , I personally posted the property known as ZY by placing the Board of Trustees official noticing poster where it can easily be'seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, October 15, 2025. Dated: t o// Z{1� (signat Sworn to before me this -day of6t4d, 6 T'i-%CEY L. Ca1� YER NOTARY i 'U'PL1C,STATE UE NEW YORK NO,09 DW63M900 Notary Pub ' n1).A. :71 IN S1 J71-0LK COU FY C0MM1'-"3;OPJ E)1F'i'T_5 JUNE 30,20�0 iluTlLml. U 'i� HtA ', %" 1i1G 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: BARBARA KOHN SUBJECT OF PUBLIC"HEARING: For a Wetland Permit for construction activities on the existing two- story dwelling which is located outside Trustee jurisdiction including a new I/A OWTS sanitary system; remove existing and construct a 1,068sq.ft. raised rear wood deck with steps, and for the existing 26'x15.2' (398sq.ft.) raised deck and stairs with 8'x15.2' balcony above off dwelling; existing generator on concrete pad; install a proposed 35'x15' in-ground swimming pool with 4' high pool enclosure fencing with gates, a pool drywell for backwash and pool equipment area; for the existing 14.5'x18.5' (268sq.ft.) cabana with 277sq.ft. concrete patio serviced with water and electric; existing 8.2x12.6' (103sq.ft.) shed/boathouse with an 8.2x4.1 outdoor shower with water and electric; a proposed.120 I.f. trench to relocate/install new underground electric to existing permitted deck area along bulkhead; from cottage to main house create a 1 proposed 20 Lf. trench to install underground sanitary force main from pump station to main house, a 49 Lf. trench to install waste line from cottage to the pump station, and install a pump station. Located: 500 Little Peconic Bay Road, Cutchogue. SCTM# 1000-111-14-12 TIME & DATE OF PUBLIC HEARING: Wednesday, October 15, 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 r Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed_action will be evaluated as to its sib ificant beneficial and adverse effects.upon the coastal area.(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail,_listing both supporting and non.- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 111 _14 _12 PROJECT NAME Kohn Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑✓ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation, land transaction) ❑ (b) Financial assistance(e.g.grant, loan,.subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: Renovation & 1,686 SF building addition and new 1,068 SF rear deck to an ex. 2 story house, and new driveway with drainage improvements. Removal of existing cesspools and the installation of a new I/A on-site wastewater treatment system. Location of action: 500 Little Peconic Bay Road, Cutchogue, NY 11935 Site acreage: 38,654 Present land use: Single Family Residence Present zoning classification: R40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Barbara Kohn (b) Mailing address: 500 Little Peconic Bay Road, Cutchogue, NY 11935 (c) Telephone number: 631-404-8311 _ Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 if yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. a Yes ❑ No ❑ Not Applicable The propserty is located on Wunneweta pond. The septic is proposed to be upgraded from cesspools, to new I/A nitrogen treatment system which will reduce nitrogen to the pond and bay. The porposed project will provide safer access to the house with the new driveway. Site drainage will be upgraded and will reduce the runoff into the pond abnd bay. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes 0 No ❑✓ Not Applicable This project does not negatively impact historic and archaeological resources of the Town of Southold. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable This project does not negatively impact the visual quality and protect scenic resources in the Town of Southold. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable All the structures except for the shed, are located out of the FEMA flood zone and the site is protected by a timber bulkhead along the waterfront. The proposed steep grades will`be landscaped with boulders to retain the soil. Storm drainage will be added to colect stormwater from impervious areas. - Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑✓ Yes FI No ❑Not Applicable The new I/A nitrogen treatment system which will reduce nitrogen to the pond and bay which will improve the water quality of the pond and bays. The proposed storm drainage will also reduce the risk of ersoion and sediment reaching the pond and bays.. Attach-additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes ❑No ❑ Not Applicable The new I/A nitrogen treatment system which will reduce nitrogen to the pond and bay which will improve the water quality for the ecosystem of the of the pond and bays. Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No 0 Not Applicable This project does not negatively impact air quality in the Town of Southold. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable This project does not negatively impact environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ WE] No❑✓ Not Applicable This project does not negatively impact public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. Attach additional sheets if necessary WORKING COAST POLIcfES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable This project does not negatively impact water-dependent uses in the Town of Southold Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No z Not Applicable ' This project does not negatively impact living marine resources in the Town of Southold. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No Z Not Applicable This protect does not negatively impact agricultural lands in the Town of Southold. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ❑ Not Applicable This project does not negatively impact energy and mineral resources in the Town of Southold. PREPARED BY John Condon, PE TITLE Engineer DATE 3/11/2025 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineenng.com April 17,2025 Board of Town Trustees Town Hall Annex Building 54375 Route 25 Southold NY 11971 E Re: Administrative Wetlands Permit rJ1 - - Kohn residence—500 Little Peconic Bay Road, Cutchogue, NY APR 7 2025 S.C.T.M.: DIST. 1000 SEC. 111 BLK. 14 LOT. 12 Dear Board of Trustees: Southold Town Board of Trustees Attached please find the following for your review and approval: • One original and one copy of the application packet • One original and one copy of the affidavits and transactional disclosure form • Three sets of the original survey • Three sets of the proposed sanitary site plans • Check for$250 for the application fee • Two copies of current photographs The owner proposes replacing an existing septic system with a new Innovative/Alternative on- site wastewater treatment system, removal of existing cesspools, a proposed 2-story addition with a garage, new driveway and parking area with landscape improvements and a new rear wood deck. The project is located on the south side of Little Peconic Bay Road 100' East of Sailors Lane. The proposed I/A unit and leaching system is at least 147'from the tidal wetlands (bulkhead). The proposed pump station will be 78.8'from the bulkhead. The proposed rear deck will be 93'from the bulkhead. The majority of the proposed work is more than 100'to wetlands except for the proposed pump station and proposed deck at the rear of the property. The,property has a bulkhead which-runs across the entire waterfront along with the adjacent properties. Thank you for your assistance. Please call me if you have any questions. Yours tr Jo J. Condon, P.E.