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HomeMy WebLinkAboutTR-10986 Glenn Goldsmith, President O��SufFQ� C�~ Town Hall Annex A.Nicholas Krupski,Vice President �'�� y ��. 54375 Route 25 Eric Sepenoski N = P.O. Box 1179 Liz Gillooly • �� Southold,NY 11971 Joseph Finora '�',� p� ' Telephone(631)765-1892 � 1 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction Y2 constructed Project complete, compliance inspection v '' •'_• :emu,. __.. ��' . _. •�.:_ ,.�_�.a, r... ;�e�iiti•� -r -re v i"p +" °�°.�'i°4�,' y ieFTi• '�5.� .�. •ii °o t .ld '°�°' ' .�e7+a"5•:;''S:, r ri e=VR /1/�/..:, q e 1• / /+Y '•:/ t i R /9�/y V° 91/9 s t '( �'r ,$H 9°p/a . � '� / 9 °' qi VqR !•d° ��yyySfGw•"•'' � '. o "4',2.�!dS•�:.�ES@b:5:l,•'L£Ft!>.!C!.'.°6d.,.1J,.�.',CS'.11A,i4,�.,r�!•H'":''Glo2,'7.'��5."-0'iTfSd."'kb'l.,.IM:EP,:'A?'•..•�.','�;L'd•.4-S,'2lA';'.Y.:.'.•k'"x.fe!'.u.S.''�Sff�°:SS2:b..�!'/'�'•SXE"S":6StkS:.,4E''�.4'.4.'.4.!1��,.x„.....���l.4jRt..2(.e,'�I_.T:..d44.�'lY�Th''4;!��r BOARD OF SOUTHOLD TOWN TRUSTEES I,yoo; k SOUTHOLD,NEW YORK `-, PERMIT NO. 10986 DATE: JULY 15, 2026 '' F ISSUED TO: PATRICIA PECK PROPERTY ADDRESS: 782 BAILIE BEACH ROAD, MATTITUCK a • \�I SCTM# 1000-99-3-5 n AUTHORIZATION - ... Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 15,2026, and mi .1f consideration of application fee in the sum of$1,250.00 paid by Patricia Peck and subject to the Terms and 's Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the 3 following: Wetland Permit to remove the existing failing sanitary system and-install a new. I/A type sanitary system further landward; to install the news stem excavate a minimum of four feet beyond the proposed leaching chambers to remove unsuitable soils and , replace soils with suitable SP/SW soil; and to install silt fencing around the work area a° until the site is full stabilized; all as depicted on the site plan prepared b Islandwide ' Y � P° P P P Y Engineering & Land Surveying, received on June 11, 2026, and stamped approved on f July 15, 2026. > 1N 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. T Qg0fF0J�. r coo • YA� W �. \ k � , �� (� i�Ti,W'�"aiC7(2a9,"RdkiF`i'.,38tii3a 5.�i.7�:nYd7CYil,'iYi^'�8�Y.:".7�lJZ�•�Y7.F2i3Yx9Yrh1 i nS'ri3i.',�.7s3uYr.Y^eiY9"'7Y,37:7IIaiTttnn;.IN7'n.r,37Yr�'�7"»n'�7fi7`Xi.d(`n':�i7tCYAF51S?isaP+9Yt�;hXi"SY""7`tY,'Ixi:"�fiF"i7A72u.'ti'AYd"&w3�i:9�ii'fY .R3'i�17'S`.'taEiTfiT.BW�i'1.;;,A .. }} �;/e',..1 ie°I • 'm. ��1 ��� ,.� .li�i VNie�i� ,� �n �I! P Ve�i �� a 11!r i 111 �M le a TERMS AND CONDITIONS The Permittee Patricia Peck 782 Bailie Beach Road Mattituck,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 prior to expiration. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. A permit issued for work not including a demolition as per the definition in the Town Code, but subsequent to issuance,the work results in a demolition,the permit is voided and a new application must be submitted. 6. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 7. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 8. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. IN/ z 00 fib/ Q 00 r Gov ' / ' \ �- W = `� U CD SITE PLAN �P���p �°! ''"�' MATTITUCK w P "' ` TOWN OF SOUTHOLD O v �° SCALE:1"=50' ® � �Q� oh�q� � a / SUFFOLK COUNTY, NEW YORK / SCTM: 1000-99-3-5 0 25 50 411 v, o� ` !fit `JO `6 •` EXIST.GRD=56.0(HOWARD W.YOUNG SURVEYOR) � o° 0.9-0.6 DARK BROWN OL z o � LOAM a 'o�zY No ; SUFFOLK COUNTY WELL DATA w 3 m 1° ! / l///'/ //! /! //�////•P////i/',' r \ tJo ,y' -53325.1 y aaa�r BROWN CLAYEY y Q O�'0 0.5.3.0 SAND WITH GRAVEL SC HIGHEST G.W.EL.=3.01(07/29119 NAVD88) 'of u DIFFER CLOSEST EV TEST BORE=1.90(09/08/25 NAVD88) � DIFFERENCE IN ELEVATION=1.11 / 3.0'-8.0' BROWN CLAY CH �� � G.W.EL TEST BORE=2.0(11104125-NAVD88) (fib / ! //!'�i i'/i/ i/ / 1 P QG I EXISTING ONE STORY 0 ESTIMATED HIGH G.W.EL.=3.11(NAV088) O ! 1 I 11/ /!/ /!//� //� k'hOQ'o,q 1 BROWN CLAYEY o �' /'11/!Ir(!!/ !// / // /,/ // JQ .4� �• SINGLE FAMILY DWELLING ! x 8.0'-13.0' SC 4c�/IlJ 111�j l/l 111 i l l/l%r/i 111 l i/i'� ' 61.Sq 1�\,\ I\� �a9i��� TEX STING 3 BEDS �\ �o LIGHT BROWN SANDWITHGRAVEL J 111l fl 1111lI 11/ Il1 // '/ O \� 6 ( ) 13.0'-28.0' ML OQ 6p;>0 POOL \\ �� �0 808�. 1ST FL=821 SF 01, SANDY SILT Z EL=60.86 PROPOSED I/A F\� LIGHT BROWN AND SM d / ! p //!//!//1/lllllllllll fll J Q \ \ E 28.0'49.0' ! 4,V/ /l l !I I I I l�' \ I I 1 BROWN SILTY SAND HIGHEST EXPECTED it Ir 16126 loo, �6RS ; \ P\\\' CONTROL PANEL GROUNDWATER EL.3.11 � 1.7 9 LIGHT BROWN Sp I/// 6 P \ \ \ O \ PROPOSED I/A 49.0'-54.0' //// I `b'�°j tr,L 6119q \ \ O \ WATER FIND SAND GROUNDWATER EL 2.00 `b ti O O \ \ \ \ ELECTRIC LINE % (STING \ \ WATER IN LIGHT SP \ /•tP�' „�!!//'!!! �/! //!!!r �'�!>• C O 6 \ \ EXISTING OUTDOOR '6 G� O 54.0'-60.0' BORING BY:MCDONALD GEOSERVICES ,t O 1.62 D LL TO \ \ '1 •� BROWN FIND SAND / �' ti '!'//!!'!// //"!!!// ///!JPt•> 23 S\ * REMAIN \ \ \ SHOWER(NO DRAIN) �`� pQ' _ TAKEN ON:DECEMBER 4,2025 /!!/4/ \ 1 \ f gP0 0 NOTE:EXCAVATE 4'BELOW CHAMBERS \ \ EXISTING LP GAS �0 ,moo AND REPLACE WITH SUITABLE SOILS.(SEE PLANS) 161.86 ` \ ABOVEGROUND 2C' *60 6 3 11 � \\ � PROPOEDI/A hQTOZ� � TEST BORING HOLE 6 �z FF 85 E *6DQ \ \/ \ t��hr O57 / / /!/ / , /! !/!/// .➢\\ AT S J 1 �' 2 N.T.S. - Zw ! �! //, / I c0 EXISTING WELL / a� ! I I l// !I S TO REMAIN // w / I 1/l1/ // !!I/llll// t \ �8.46 \ ! ///1/Il fF10/!I/ / 11 l/�1�1 \\\"\54,p0\�S\2� bh /o s 6 — l.> \\\ ba. ` 'ty EXISTING U� Z 4 / / 0. \ PROPOSED4'DIA .X// // l l � \ /y \ \ \\ \\\9< SANITARY MANHOLE WIROVEES TO w 3 REMAIN m z S \ \1h \ \\ EXISTING TREES TO / z a R-z ii j \ \SS ; yy \��\B \ \\ `\ cz 4 q. BE REMOVED S.T25T TO (p� Ec -y4 // ! /. \ 3.9a/ '. O .tom 5 yz HW .f�.P P Ox}!-E 1,,,� 9 /// F. \ '* 8. ,y Sg, \ \ , \ PROPERTY ELL r'Q�� a •ui °�o ° �a ; f A\ \ , � \., 69a10 o ` -`\58 \ ` \63.95\ JQ PROPOSED50'QUIC ,ti SANI DESIGN CALCULATIONS C ABATfI�I N EXISTING 4q `\\ \ `\ \\ \ PLUS STANDARD BOARD OF i ,.U�TEES 37 /< h/ \\o\ *MI `�' *S8g8 \ \ INFILTRATOR ,S(TYP-0) SANIT RYSYSTEM ��/ \ \ p \ I �pROP�SED ` \' TANK CALCULATIONS: w o _ H SJ \\ \\ \ / \y{c\\'�' FLOW=(6 BED)X 110 GAUDAY=660 GAUDAY i z TO �� SOUTI-I�LD q2.S,* /\\\ \\\ \\'k\\ Fo * S�1 0§OU�LEX�UMP 0\� RATED CAPACITY FORNORWECO61800=800GAUDAY z ° 1 \ t o. I S6 \ 63 \ \ l 9, \ 9 w / NF. QQ'�G INFILTRATOR CALCULATIONS: DATE ( . 1 I �O(� } O �C \ \\ F 2'MI \,�8 l O/� 2.8 GAUDAY X 6 BEDROOM=660 GAUDAY v\ 1 C,�Ji"IY._ Q \ � F 1 \ *5� �� " B, �9 \ \ \ q0 CMF 100 660 GAUDAY!2.83'(INFILTRATOR WIDTH)11.2(GAUDAYISF)=194.34 LF i� 6 \ \ ,� 195 LF REQUIRED s'CLy �1 IU 1, //' \ SJ1g\\ 6761 O\5 200 LF PROVIDED(4 ROWS OF 50 LF 12°INFILTRATORS) yin dI e•` q1 i9B %0 517 O \\ ` \ �'y \ \\ LF `\ \ \�\ `\ 1 EXCAVATE 4'BEYOND LEACHING _•,•_t—_� <! 1t,°, \ \ \\ \ \ SILT FEN E CHAMBERS,REMOVE UNSUITABLE SOIL, O -\\\\ \ 2� / _ AND REPLACE WITH SUITABLE'SP/SW' u> f `( ;fZ$6 \ ` \a\\�\ \ 3• - SOIL.PER SCDHS RESIDENTIAL 0. \0' STANDARDS SECTION5-106. Q O= 0 NOTES: O H>_ PROPOSED NORWECO ` \` �\\\ /' \ -I ! 100'M�1 I 1. ALL PROPOSED SANITARY LINES TO BE 4"0 SDR35 PVC PIPE UNLESS Z o HYDRO-KINETIC MODEL SPECIFIED OTHERWISE. 2 U) y, 8001/AOWTSTANK •6 \ , 1 \� \o \\�\ / / / /! \ O, yf� 2. ALL LOCATIONS OF UNDERGROUND STRUCTURES ARE APPROXIMATE AND U LLO z m f' \ ° \ / <0 MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS. Q 0 PROPOSED VENT 2'MIN. TEST 1 I co" / `' \ 3. REFER TO SURVEY DRAWING FOR ALL INTERIOR HOUSE DIMENSIONS. W 3 O W/CHARCOAL FILTER MIN 3 BIm ORING 4* 1 \'L O'L a-� F�9p 9 ! /,� �� \ W w w FROM DOORS/WINDOWS HOLE 2 IS �' ti AT l '�0` \`D � 0Lu �Y� , EXISTING WATER 9-' / PROPOSED FUTURE �- \ I' (�j—= t_ j j c SERVICE TO REMAIN 1 I ,fig S Sq•2q o / EXPANSION INFILTRATORS St0 Ox - � [,� {' 1{ m N o 00 EXISTING TREE TO c'• I<6Zg, �•'� .6 �Il 1 BE REMOVED <j 32 a2� O6\ ABANDON EXISTING LI SANITARY SYSTEMCL�e j`Si \ JUN 1 2026 EXISTING ONE STORY S3 p4 \JP C � \ Lt7 COTTAGE TO REMAIN •8j Q CMG O, ` (EXISTING 3 BEDS) EXISTING 0}TDOOR / `-- 1ST FL=755 SF SHOWER \00° \ SDufhold Town ^ ' EL=55.90' /(NO DRAIN) �j r�'� \ Board of ` V 1 tees F— w / � Lu Oo/ (n Z �t z w M COTTAGE I x HOUSE I HOUSE I Li = t9 („) CDF.F.EL.60.85 F.F EL.55 90 00 '�' � GROUND L I ROUND ELEVATION 55.90 COVERS TO GRADE Z O W ELEVATION 57.71--- EL.56.60 LL_ H ROUND ELEVATION 57.71 GROUND ELEVATION 56.43 O C.O. SIMPLEX GROUND ELEVATION 56.43 --`// J Q 'Gym,, C.O.--- - PUMP -rr -' '------- STATION DISTAL HEAD HEIGHT24' I I 12'MIN 2.5�M�+X INV.EL.55.07�_J w--56_50' --- -- TOP.EL.54.80 12'MIN.COVER * L�C INV.EL.55.4 ---- 11 -_ --- 33.46' 4�DIA 34. - - TOP EL.55.00 ANHOL NORWECO 5.00' 8.00'PRESSURIZED 12'INFILTRATOR HYDRO-KINETIC 4 ROWS-50'LONG BOTEL.54.00 INV.EL.53.9 MODEL 8001IA INV.EL. INV.EL. INV.EL.54.72 BOTTOM OWrS K 53.60 54.07 z TAN ELEV.-51.81 INV.EL .54.62 BOT < 2'PVC PRESSURE FROM k EL.50.53 INV.EL.54.67 z SIMPLEX PUMP STATION INV.EL.53.65 EXCAVATION EL.50.00 BOTTOM ELEV.47.98 - --`"'--------------------- 2-HEADER(TYP) 2-HEADER(TYP) h n w a � o _ HIGHEST EXPECTED 2"Xl�REDUCER i o GROUNDWATER EL.3.11 (TYP) m °i m 3m' o0 EXCAVATE 4'BELOW CHAMBERS AND REPLACE 1}"LATERAL m a o u N¢ UNSUITABLE SOILS WITH SUITABLE"SP/SW SOILS(SEE SOIL BORING AND SITE PLAN) n SANITARY SYSTEM PROFILE 3 INFILTRATOR HEADER DETAIL 9 N.T.S 3 N.T.S U) J Q H W FINISH GRADE STANDARD M.H.FRAME&COVER, cl TYPE'F'ADJUSTABLE CASTING #4 BARS @ 8' r O.C.E.W.BOTTOMSEE NOTE:9&INSTALLATION OFtj ? �2CASTING TO MANHOLE DETAIL. f i z W dl ,SUN 1 1 2026 "' 'o S.C.D.P.W.STD.M.H.STEPS(S.S. Z Q ? MANUF.IDENTIFICATION j, CAST IN WALL OR STEEL REINFORCED E COPOLYMER POLYPROPYLENE) _ _ U Z 1 CIRCUMFERENTIAL REINFORCEMENT 0.12 Southold Town W g y ° L a SQ.IN/Fr.OFHEIGHT. ' n w o - }°OR}'0 SELF SEALING - _ CLASS"A" Board of Trustees w Z F BUTYL RUBBER CONCRETE FILL y Z w 4000 PSI ESTABLISH VEGETATIVE COVER AND F y J R o _ q TYPE II CEMENT q TOPSOIL GRADE TO DRAIN y� y Z d NATIVE BACKFILL y 2 LL O 1}"CLEARANCE (�'lI TYP _ - - z F 1 waw � - 0 0 1.4 4' ° 0 2'UNDISTURBED �( �4 3'-3'MAX d SOIL 36'TRENCH WIDTH TYP - 5' a. _ -- - - - DETAIL A NOTES: DETAIL B NOTES: 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 STANDARD MULTIPORT ENDCAP(RIGHT) 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN Q O O SHOWN 2. INSULATE BOX AS NECESSARY Jf = 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 O'CLOCK,WITH FIRST AND LAST ORIFICE 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP A#2 STEEL HOOP PLAN J w Z)Z AROUND OPENING(TYP) NOTES: AT 6 O'CLOCK TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS PATIO BLOCK) 4. PIPE SIZES PER PLAN =O o uwi zo - - 1. ALL MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M C-478.LATEST REVISION 5. INSTALL 90'SWEEP FITTING OR 2-45'BENDS,NO ELBOWS U w m F JN5 FLEXIBLEJOINT(TYP) STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. PRESSURE PIPE DRILL HOLE Q OPVC J PIPE2"PAST .m SECTIONS. LOCATIONS ON END CAP WZOINSIDE WALL 2. M.H.RISER SECTION TO BE FURNISHED IN 1,2,3,OR 4'HEIGHTS AS REQUIRED. m O Y U 3. MANUF.TO CERTIFY THAT M.H.DELIVERED MEET ALL REQUIREMENTS OF S.C.D.P.W. W F-W --- --- - ----- - ---- - -------- --- SPECS. J Y 0 U) 4. LOADING TO CONFORM T AASHTO H-20 LOADING Q j LL j o °KOR-N-SEAL°FLEXIBLE SLEEVE 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000 PSI Z - - ORAPPROVEDEQUAL(TYP) 6. WELDED WIRE MESH TO CONFORM TOA.S.T.M.A185 Fs=65,000 PSIT a (SEE DETAIL) 7. CONCRETE TO BE 4.000 PSI @ 28 DAYS 00 2 Q m MONOLITHIC BASE SLAB B. FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP&BOTTOM STEEL. & *•> REINFORCEMENT#4 BARS 9. (STEP 1)-ADJLIST TO GRADE WIALL WEATHER RED CLAY BRICK WITYPE'M"MORTAR, DETAIL A END CAP o) B'O.C.E.W.TOP WHICH WILL BE MADE FROM ONLY TYPE II CEMENT,-MIN.OF 2&MAX.OF 5 INFILTRATOR CHAMBER SECTION A-A SEE SCORING DETAIL COURSES.-MAX.1I2"BED JOINT BETWEEN COURSES,-BRICK TO BE SET IN A RADIAL (ANY MODEL) LAYOUT WBRICK LAYED IN HEADER POSITION. (STEP 2)-TYPE II CEMENT ENCASEMENT AROUND M.H.CASTING BRICK WORK,FROM DETAIL B L`� a 4' DIAMETER SANITARY SEWER MANHOLE MIDDLE OF M.H.MANHOLEDETAIL'ASTINGTOTOPSLABOFM.H.'SEEINSTALLATIONOFCASTINGTO s INFILTRATOR QUICK 4 PLUS STANDARD � o 3 LL N.T.S 3 N.T.S Lu Lu 2 U) z w 00 w = � z - o Il w 0 Jd' �o a � �4 k f _ p o � N o f GENERAL NOTES: Z o A _ LL A Q DEPTH OF THE PUMP STATION INLET ;w i m o 3 wm w INVERT IS ADJUSTABLE FROM 28 TO 34 H- __ INCHES BELOW GRADE WHEN USING N aoocYi �+¢ BASIN RISER STANDARD 4'DIAMETER EFFLUENT LINE. HEAVY DUTY __________ © DEPTH OF THE PUMP STATION OUTLET GUARD PLAN VIEW ACCESS COVER =________= INVERT IS ADJUSTABLE FROM 5 TO 9 INCHES OR FROM 26 TO 34 INCHES BELOW MOISTURE GRADE WHEN USING A STANDARD IY4' CLAMP DRIP LIP ------ DIAMETEREFFLUENT DISCHARGE. WATERTIGHT MAIN FORCE Q FINISHED GRADE MUST BE MAINTAINED AT J GO N BOX JUNCTIO LEAST 3 INCHES BELOW THE MOISTURE Q 0 DRIP LIP OF THE ACCESS COVER. F- p I I ®ON DEEPER INSTALLATIONS,RISERS MUST RECIRCULATION PUMP POWER ELECTRICAL CONDUIT I BE USED TO EXTEND THE MOUNTING FLOAT SWITCH TO CONTROL PANEL I CASTING TO GRADE. I I UNION I I VALVE ®WHEN ADDITIONAL HOLDING CAPACITY IS CONTROL I I REQUIRED,RING SECTIONS CAN BE I I AIR PRESSURE SWITCH ADDED TO INCREASE THE DEPTH OF THE PUMP BASIN. (7 w AIR PUMP POWER U © DIMENSIONS SHOWN ARE BASED ON A z u ALTERNATE ADJUSTABLE- STANDARD PUMP BASIN.SEGMENTED o a DISCHARGE LOCATION BASINS AND BASINS CONTAINING RINGS = w U LIFTING CABLE H OR RISERS WILL REQUIRE ADJUSTMENT. z p >IU o ALARM FLOAT CRITICAL DIMENSIONS w g y z ON/OFF FLOAT 0 5'-10 3/4' ❑ w BASIN Ell 0'-81/2' El ©2'-2 1/2' © AIR PUMP i y Z n w CHECK VALVE 2'-0' M❑ uI �� SUBMERSIBLE 6'-7 ~ ;' '2 z PUMP 0 114' O AERATION RISER z o h mi 1E1 GENERAL NOTES: CLARIFICATION RISER © �Hj Z SECTION A-A OUTLET VIEW l El1.WIRE SHOULD BE 1212 OF DIRECT BURIAL. U s SIMPLEX PUMP STATION 7 NORWECO HYDRO-KINETIC SYSTEM WIRING DIAGRAM 4 N.T.S 4 N.T.S c/) 0-4 po 0 FF• =fn�Y i i U LL QO�m �=?y` w3o. m JUN 1 1 2026 JYou) ULL t mF=COa SoutholdTo>tin C a $oard of Trustees n ° LO w �- O t-- w w r� z LLI M 00 Z � o wU GENERALNOTES: LL CRITICAL DIMENSIONS 0 O a ®1'•0' ®0'-2112' O FALL THROUGH THE HYDRO-KINETIC PLANT FROM INLET INVERT TO ®2,9" OUTLET INVERT IS FOUR INCHES.INLET INVERT IS TWELVE INCHES ©2'-8" [M 5'-8' BELOW TANK TOP. NOTES: MI 3'-7" ®7-0' � ON DEEPER INSTALLATIONS,RISERS MUST BE USED TO EXTEND Z 1. SYSTEMS CERTIFIED BY NSF TO NSFIANSI ®2'•3" ®5'•6' CASTINGS TO GRADE.INSPECTION COVERS MUST BE DEVELOPED `-�C z STANDARD 40 MUST INCLUDE MODEL A100 AIR ®9'.3" ® TO WITHIN TWELVE INCHES OF GRADE. ,--1 PUMP. ®1•-0" 117 2. TOTAL CAPACITY=1,950 GAL. © TANK REINFORCED PER ACI STD.318. 3. RATED CAPACITY:750-800 GAL PER DAY. I®0'-1" m 1.1 ® ® ALL ACCESS COVERS WEIGH IN EXCESS OF SEVENTY-FIVE POUNDS K 120 VOLT-10-60 Hz-20 AMP SERVICE m 0'.3" ® EACH TO PREVENT UNAUTHORIZED ACCESS. ®0%3" ® E ® CONTACT THE LOCAL,LICENSED HYDRO-KINETIC DISTRIBUTOR FOR r w a NOTE:RECIRCULATION PUMP,AIR PUMP AND CONTROL PANEL MUST BE PROPERLY GROUNDED. ®6.2" ®1-1. ELECTRICAL REQUIREMENTS. ` [0 0'.3" ® COLLECT EFFLUENT SAMPLES FROM z o0 FLOW EQUALIZATION DEVICE INSTALLED F m o i IN CLARFIER .. u z o 0 NOTE:REMOTE VENT MUST HAVE A MINIMUM DIAMETER REMOTE VENT WITH CARBON ¢ w'o t m 5 OF 2 INCHES AND MUST TERMINATE A MINIMUM OF 18 FILTER DEVICE ® PRETREATMENT CHAMBER MAY BE INCLUDED AS AN INTEGRAL vi a o INCHES ABOVE GRADE,1 FOOT FROM PROPERTY LINES, ELECTRICAL COMPONENT OF THE TREATMENT TANK ® ® AND 3 FEET FROM ANY WINDOWS OR DOORWAY. CONDUITS . "DIAMETER EFFLUENT LINE L cl) J 4"DIAMETER G B .Q p9-o p W A uq-O po-Q Q 6 Ns ® INLET LINE A W APPROVEDSEALANT ry q".op Pe Z ON ON ON OR SEALING DEVIC o,-Qs-e: � 15 , R. O z OFF OFF OFF - 0 — U REaXER o o-U v-e' ® ® ® REMOVABLE INSPECTION COVER I -Q" U> WITH CAST-IN-PLACE HANDL Z j PLAN VIEW LL GASKETED DISCHARGE w vi z FLANGEASSEMBL o OZ o srmc NORWECO FRESH AIR VENT ASSEMBL OUTLET COUPLING TO w g ti z AERATION CHAMBER RISER 4"DIAMETER EFFLUENT LIN w ® CASTING WITH NON-VENTED LID IGH WATER ALARM FLOAT FLOW EQUALIZATION w 3z3 >> �z �C1000 MODEL A100 OR MODEL A150 AIR PU REcac AwPUNP AURMs coMM -� -• UX -"� CLARIFICATION CHAMBER RISER �QU _ � � BREAKERS REIAY'AU% acmc aux ANOXIC CHAMBER RISER DEVICEIL.���J AIL � Y" ,- PoWER a��FLOAT3� • (� �_ INCOMING RECIRC.PUMP RUUMP OWOFF ALARM OVERRIDE CASTING WITH LID �, CASTING WITH LID I ' a Ll N G Pi N G Al N G 1 2 3 4 5 6 TRANSFER TEE FLOW EQUALIZATION DEVICE I L..J ?, Z z g O O OPTIONAL PRETREATMENT CHAMBER (SEE DETAIL) 1 OLVENT WELD CONNECTION Li RISER CASTING WITH LI 9111 0 APPROVED SEALANT FZ,_ _ —� W OR SEALING DEVIC - U U N 1 q 1 2026 w GROUT OR SYNTH IC SEA Y _ � ® ® Southold Town C/) G Board of Trusfees ►-� - ® <0 o 0 ¢= o >>� =IOZo P Q \ Q C =m W Z O T K 60' mOY� WF-_1w J.LLL U L N M M — - - - ♦:. a - 60' U L1 0 120 VAC RECIRCU ATION AIR NIGH WATER ALARM PRETREATMENT CHAMBE- FFUSER BAR m (0 o POWER PUMP PUMP CONTROL TRANSFER TEE SUPPLY FLOAT LARIFICATION CHAMBER (V (- ANOXIC CHAMBER 0D Q D GENERAL NOTES: MIXING BAR R ODEL SD103 RECIRCULATION PUMP r A DEDICATED AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED SUBMERGED TRANSFER POR CAST-IN AERATION P NOTE PRETREATMENT CHAMBER MINIMUM REQUIREMENTS : CHAMBER TRANSFER PORT f UNTIL THE AIR PUMP IS INSTALLED AND READY TO BE PLACED INTO OPERATION. SHALL BE:500 GALLONS CAPACITY,7.5 GALLONS PER SECTION A-A rt (2) INSURE THE AIR PUMP IS OPERATING WHEN THE FACILITY IS OCCUPIED. INCH OF LIQUID LEVEL AND 91NCHES OF FREEBOARD. OUTLET END VIEW l(� 03 THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AIR PUMP INTO SERVICE. ll s NORWECO WASP WIRING DIAGRAM 500-800 GPD SYSTEMS /'q`N NORWECO HYDRO-KINETIC MODEL 800 WASTEWATER TREATMENT SYSTEM WITHOUT B10-FILM REACTOR w LO 0 5 N.T.S 5 N.T.S W 2 z r----------------- - �� �ti cn 00 o� 1 MATTITUCK ��, x SEE SHEET 2 TOWN OF SOUTHOLD w � c° _ U � 00 NEW YORK SUFFOLK COUNTY % FOR ENLARGED SCTM: 1000-99-3-5 u- o w a ' I SITE PLAN z Zn �, , 10 Al �s........ h" �n w Aar. ��•%,,/.%�'• ��+� "' 1 !z"smm oz OVERALL SITE PLAN <�x Nw SCALE:1"=120' t c ell z Ld 1 fit,{, "I �\,�- _. ; \ �� c 5• r 1 d40' po\ P I--------------— --� --------- N s —J �— '�� —� �O— o8Z hoc u g n W 2 � rye i s J*r 1 y UN � i NI �0 2026 w y m N Q ti � z p Southold Town — F y o Board oiTrustees W o -A W LL PROJECT o<Eo<�°t�\\0 0 ✓ ems, LOCATION C/) LOCATION MAP 0 U w g bZ LL 0. wm�°s. m 0 U r�s WLL W LL Co- 00 se Lo , 6 Y \, \n� �Q;• a !, O `o ♦% 1.¢. ® F. ?� Waterv0le w Glenn Goldsmith, President QF SOU� Town Hall Annex 54375 Route 25 Nicholas Krupski,Vice President h0 l0 P.O. Box 1179 Eric Sepenoski [ Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Joseph Finora Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 16, 2026 Islandwide Engineering & Land Surveying 280 Main Street, Suite 1 Farmingdale, NY 11735 RE: PATRICIA PECK 782 BAILIE BEACH ROAD, MATTITUCK SCTM# 1000-99-3-5 Dear Mr. Patanjo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, July 15, 2026 regarding the above matter: WHEREAS, Islandwide Engineering & Land Surveying on behalf of PATRICIA PECK 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 June 11, 2026, 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 July 15, 2026, 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 PATRICIA PECK to remove the existing failing sanitary system and install a new I/A type sanitary system further landward; to install the new system excavate a minimum of four feet beyond the proposed leaching chambers to remove unsuitable soils and replace soils with suitable SP/SW soil; and to install silt fencing around the work area until the site is fully stabilized; all as depicted on the site plan prepared by Islandwide Engineering & Land Surveying, received on June 11, 2026, and stamped approved on July 15, 2026. 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 T -Us S SOUTHOL,D R TEE No. 1099(0 Issued To% Pa'l'( *#,c ; c, Pe-c-K Date 15/aG Address. �g� �'c•: 1:e Semc,%-% Roal ' , Matt ►'ruc►� THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION .TOWN TRUSTEES OFFICE,TOWN OF SOtJTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765.1892 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765- 4643 Betsy Perkins Paralegal Madison Messina, Paralegal July 27, 2026 Via Hand Delivery Board of Trustees Southold Town Hall Annex . 54375 Main Rd. P.O. Box 1179 ` Southold, NY 11971 rLEC 7 2026 j Southold bwn RE: 782 Bailey Beach Road, Mattituck Board of Trustees — Dear Mr. Goldsmith: Please find attached check in the amount of$50.00 for the inspection fee of the above referenced property. Should you require anything further,please feel free to contact our office. Very truly yours, Pdr,4cia & X"W Patricia C. Moore PCM/mm Glenn Goldsmith,President �o�0S0fF0(,�06" Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y • ��� Southold,NY 11971 Joseph Finora ! �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Dateffime: Completed in field by: Islandwide Engineering & Land Surveying on behalf of PATRICIA PECK requests a Wetland Permit to remove the existing failing sanitary system and install a new I/A type sanitary system further landward; to install the new system excavate a minimum of four feet beyond the proposed leaching chambers to remove unsuitable soils and replace soils with suitable SP/SW soil; and to install silt fencing around the work area until the site is fully stabilized. Located: 782 Bailie Beach Road, Mattituck. SCTM# 1000-99-3-5 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly J. Finora (1)VIN UEA AL 'RATIONORADDITIONTOTHI55VRVtYlbAVIL&A11vNvracoltvNrev7vr Inc Mcw wucti aln rc cuiwnravry 1.nn.ta)vaarnlwca arrvm•r•cRcvry rRvrn r,.vr cw••u..•c�•v Ana.+w.v...,....,...w........•.........r..............................r..... ... HEREONZED TE HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(5T)lit CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 631.727.2308 fax. 631.727.0144 odmin®youngengineering.aom // Howard W. Young, Land Surveyor It Thomas G. Wolpert, Professional Engineer / Douglas Adams, Professional Engineer d &eologist Daniel A. Weaver, Land Surveyor / SITE DATA AREA = 1.7323 ACRES VERTICAL DATUM =NAVD(1988) r✓ oo j' 1 to "I'll' ; ;i J oti t / to f!1J 'fr O I ;!/ of 11 J;f Qr' / I' JJ f,,,, 'J,�/,j,;, / ,,,,OF/ If to to It v J m ;<Jf%Ii/ ` %J'J + ' l �� r� J' y\g11'!J/��f� J'�l.f�';�J,'/`' % yg �G��O SSG r/,,,, , ,,,/, ,ri f + 7 r1'!%J'1 ,I%�f/ llf ;lJ6x47 S �,P�S�D;�o�J T o� s J i/fJlJl'1 'JJJ, +Jf% c'o c o '!JI 1'/ o` h J J 1J,+vJJll{J�� f+'1!JIli��;f J� I •`\ CPO. v f,Jir 'l' ,/ ,/ 1 F �o 7 ;, J ; , � w ;' /,+ + +(r{{{ +r{ ,fit' `` l of I It/ {'J;%��iJii ,,;{;1{�{{;; , r Jl// +c \ '� �• 0� l' { }}i;liiii,Jlrf '�f�fJff`fJ4 f`\` //10, it pJ �Or. , { r lrrrllrl}I}}{ 'i rJfff,f!!!'i/' 0"61.54 `�y `• ; 1 , }1 j \ OOQ 'S7 (•. , 1 1 1f1 111111f 111111 11110 8 \ Z0 ` Or �[/ l i 1111rlillilli I ijlrlil , 61.17 6'1.54 \ �\ r�. + 1 r 1111 I111 11111t'i,1 i+,1; ro , / + 1 11,rl1 11 11/ 111111j' Q' 64.94`' / �1 r �iliii+lll�lll�j`1111; ;; 61.26 U i- `��� �\ h ' P 10 Z, 1=111i 1ri i,i,r,11 111 yet v • I � �1��;1111}1 rlrf rr�l}}llf+rril 11 + '� O O 61.62 `� \�, lrrr 11f1 1i r 11;114.g' 4 O +60.22 \}fill Ir}} r111- O �60.35 . rill}r rrl l}{} ii}� '7 z �' `� ```� B, / ti r If rrr 111 ri ++ 2 , 1 {rrr {{{' {{{iJirir }{;11.7 60.73�`, / r {�{{ {{{{ {}{ 1 , / 61.66 \` \��,� �`� �•6, ,�� -60.38 „ COO ! r+,{rrr r//f f // /, J'/, •60.07 4 V•. ,llliiil{rrr ,,,,1, j 60.85 1STORY �61.74 +,C�ll+ + , {{ {i,1 f+ r FT'AT SI / / /20 ++2 1 �!�!//;, r,�r{r, )j : FRAMEHDUS� ?.� ., • 1/ , �2, 1 �• i ! y,�,� {{{{'+{{r{i�i\'�` 60.1 ' �9.�92 \.83.95�`.67.7 8..446 1f.i If ! � ,to + I i I'll } +{{ii{( `�4•pp�^...+,�7.� l69 •O h O `�` `�`\ `�\ ``���` �rq� / ,, ,, iff11 r r f ti I,I fill f,11 , 56.48 111 , r' �'- '\63.42.`,, \ 8.4 CMF s 'r0 SG6 �°% `\ % f 58.75 S ..-___J 58.26 _^_••� � \ i 1r1, l 1 r " -_52J6r" 1 53.44+ �9B'k� --- ` .� �8.40 67.61 �` -` ��. '~JS 81 `•57.71 57. ` , `�� h�CIO y a`� ' f�ff�f�� ilJ� ,Ilrir'l' I `'' 2.0`h. ..` \SF 56.715, •.O��_ ==```'\ \�� \\ /�iCT/�/��� •21 ss.9s �R�4 ` \ \Sf 44-3:!/ `'r ` `\ ``� �`, -'Kh,_ `1 `\ 3.22 1 •'�.^._. 9 f,f 0 y T ^ \ `� \ � I� 03.53 \J�O� ,0 h 42.57* ` yl� `\ %\ 'S6 �^ ` •58.44 57.20 \ ♦56.43 *56.49 a2\ �O� 5.ttl \ } l /jO \\ 55.3,4 O$' } $ 9 '4' /{r�' 1 ST23RY'' Ong T.58 _ ``i FRAME ,PQy O COTTAGE °C,O6 E'�! 3gs` 4 f . ry/63 55.9AT SI /eIk cP 0• v?\ \ / 4.24 45,92 3.2 bR \Sr CM h• 1/ sr, 5292 r�,0 3.04 .81 9 J01of Kly ko9 i O� O' 13 i O� , W 1�C T-v JUN 1 1 2026 'Q 2 G� o G6 P 4artalti7a�.tn s ' y�a,�9� r'ard ofTru `vs SURVEYOR'S CERTIFICATION ° Gc s/Q� PO , NQ Pao WE HEREBY CERTIFY TO WI LLIAM•R. PECK THAT THIS SURVEY WAS N \` \ ,O.r'. PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR SAND SURVEYS g / 7ir d9 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PRO S5 'LAND �,.. f + �•'' , � /� ✓s �\ SURVEYORS. , C � `• y i Sr ra t- lei- Cie! ' k°t Goy C) HOWARD W.YOUNG,N. . .L.S.NO. 893 4 I N D DANIEL A.WEAVER,NY.-S.L.S.NO.50771 6 SURVEY FOR WILUAM R. PECK at Mattituck, Town of Southold Suffolk County, New York to TOPOGRAPHICAL SURVEY 1 0 o,, \ County Tax Mop District 1000 Section 99 Block 03 Lot 05 FIELD SURVEY COMPLETEb JAN.23,2026 MAP PREPARED JAN.29,2026 Id \l• / Record of Revisions �1• �O REVISION DATE LEGEND ti��RO P CMF =CONCRETE MONUMENT FOUND CMS =CONCRETE MONWMENT SET WSF =WOOD STAKE FOUND KE SET WSS =WOOD,STA ® _WELL m • =END OF DIRECTION//DISTANCE 50 0 25 50 100 150 -w w =WATER MARK-OUT OS =OUTD001R SHOWER Scale: 1" = 50 TH ='TEST HOLE JOB NO.2025-0218 DWG.2000_0309\2025_0218_topo 1 OF 1 z z r-------------------------------------- 3 1 M 1 �� 1 MATTITUCK SEE SHEET 2 TOWN OF SOUTHOLD W SUFFOLK COUNTY NEW YORK z � Go FOR ENLARGED o w SITE PLAN SCTM: 1000-99-3-5 7:� ZZ 01 ha h / .,;%f,•i;j;�;;,;; err � ag 1 J ""(d � 'j%i%:u"%%jGi�/%b�; 1r '`:�7°"ma, � `,• Or 1 00 OVERALL SITE PLAN owm SCALE:1"=120' y a o 0 o N CL w 1 .ate'`\ �`�p'3' O� 95 \O. o'$�• 1 J O p0 —7-- 0 r\y U pt w o Qom of{e o GoS�\\o Z g j w 3 LI Yll JUN 1 9 2026 w z qqe Board ofTrustees O N pt �� o` � PROJECT � �` J\\o Nam° � . ao<�� rs• ° LOCATION c/) LOCATION MAP a� r 6w\ _ 0 0 =to Z Y QODT 7 \ f a� wZo�, N t- Off\ \`$� O T * ,• �T ; 0\1`'BPb j'-�, �0 1 \gymN ' Sb ,S, � o� •s po �p _ y��:'r� ,•fie :i ♦ •6%: L a+. �..\, t • "� + Waterville w s% li / LLl .X Y z 10 ok / w = • 6'CC) ? U Oak SITE PLAN h���P�� ti o , '%;' < MATTITUCK t� , SCALE:1"=so' ® �`� q ' ' '` O, TOWN OF SOUTHOLD 4�P�� h�1�/ J' ,'' ;'�;',' /;'%; / SUFFOLK COUNTY, NEW YORK �� �d�, Q SCTM: 1000-99-3-5 0 25 50 � titK� 6 / ,1 EXIST.GRD=56.0(HOWARD W.YOUNG SURVEYOR) c z lr+j• J f f/ J/, /J/ /J/ //./ ///frJ,/ /,J 0.0'-0.5' DARK BROWN OL m JJr/ > /rs sir/� fr 'Jr I is o .. z /// /// // / / /, ,J/ 1 \ f ��v LOAM SUFFOLK COUNTY WELL DATA w w 3 m w y /// // / '////� \ (J ".,� O WELL aa�x w `S' /// \ o hry�•C- p 0.5'-3.0' BROWN CLAYEY SC m oou Na `� O A SAND WITH GRAVEL HIGHEST G.W.EL.=3.01(07/29/19 NAVD88) P ccG.W.EL CLOSEST TO TEST BORE=1.90(09108/25 NAVD88) DIFFERENCE IN ELEVATION=1.11 'Ao1 I �� ¢ 3.0'-8.0' BROWN CLAY CH Cl Q, r 9y y,� G.W.EL.TESTBORE=2.0(11/04/25-NAVD88) EXISTING ONE STORY \p o ESTIMATED HIGH G.W.EL=3.11(NAVD88) oO / I/'I l I 1 r I l!/ l 11// //'/''/i/f/ r FQ �\7�� ° 9% l SINGLE FAMILY DWELLING x 8.0'-13.0' BROWN CLAYEY SC 'L \ 1 f o SAND WITH GRAVEL TO REMAIN o a 01,54 \ �h• W f,i//Jr p \ \ \3 6 (EXISTING3 BEDS) 13.0'-28.0' LIGHT BROWN ML p 11/l t1ll I1111 I tl I I Irl 1111 1 1 i Irj!!j//'�/•COQ 6p,>P 40Q ¢\ �'C '-90'C\ 8.0g ELT60.85'21 SF O,. SANDY SILT ZQ I11 I11I I r ' 6 ��FS•L �Lfi �� ? \' LIGHT BROWN AND SM J 1.12, yi 1 \ \ PROPOSED I/A / F' 28.0'-09.0' BROWN SILTY SAND �- ' 11 1 I ll1 11 j 61.2 , \.�'�7 \I I \ ��>> CONTROL PANEL HIGHEST EXPECTED/ 11 Illl I/ ILu 6 Qo• r6R \ \ I `�P 49.0'-54.0' GROUNDWATER EL. / / ///// /// l/////l1// I 161-7 1 Sq LIGHT BROWN SP f // / /!//! 6 a \ \ \ O \ PROPOSEDI/A 2 ,/// t/// /1// //l 1//! / I qy,\°a v �U 6119q \ O WATER FIND SAND GROUNDWATER EL 2.00 fn O \ \ \ p \ ELECTRIC LINE Ao (STING \ \ �p \ \�S\`O WATER IN LIGHT SP 54.0'-60.0' / •C / J LLLcccccc // // / >• O 61 \ \ EXISTING OUTDOOR 6 G O BORING BY:MCDONALD GEOSERVICES •68 D LL TO \ \\ Q SHOWER NO DRAIN �� �� ~ BROWN FIND SAND REMAIN 1 \ ( ) ° TAKEN ON:DECEMBER 4,2025 JG 60.35 8 \ 1 \ ✓ SPG,ZO o�„ NOTE:EXCAVATE4'BELOW CHAMBERS jyi ///'/'//J i J f/ l t6 4 2 \ \\ \ ABOVEGROUNDEXISTING LP /�t� �-:F AND REPLACE WITH SUITABLE SOILS.(SEE PLANS) / 1,86 w 1 \ '� �Oc PROPOSEDI/A � TEST BORING HOLE *6p.38 3 \ �\ AIRLINE A,-!O an z AT �60.0? \ /\ \ \`'Q' � _ 2 N.T.S. °W SILL_ c• EXISTING WELL / Z> 1 tl/ '/ lrt/l///// I l ,,. , I l 0'78.4 0� �- \ C TO REMAIN w p i A,/ / 11 t!/1 \ \54.00 �C 5 \ h r s /ol.> \\ \ \ EXISTING z N t I 1 !l'/ 1!1!! \ ^-1'\ \b e,, 60. \\ \ PROPOSED 4'DIA U ZZ /! I l! 1 11! I 24 _ \ \ y OVERHEAD ��0 1!!fi 1 llI SANITARY MANHOLE WIRES TO w S y i _ � \�h •9? \�\ \ \ REMAIN / i EXISTING TREES TO BE REMOVED S.T 257'TO S \ O ��� \\ •--PROPERTY ELL - I^1 5 y z N w \63,9S ti y c �; ��� •, ^ 57I\ \\ �69 �9 _ s -\\8•` \ \, ,\ \\ ,70 PROPOSED50'QDIC SANI DESIGN CALCULATIONS ~ ry _ =Z P \ \ \ PLUS STANDARD N• 5 AB/@lN ON EXISTING 4q• \\ \ \ \ / \'�\ ^Sr, `S8, \ \ 37 h \ M1 q8 \ INFILTRATOR�(TYP-0) �O TANK CALCULATIONS: SANITARY SYSTEM ^�// -,PROP \ \ \ \,\'^jJ ^ w J\ \ \ A A \ \ FLOW=(6 BED)X 110 GAUDAY=660 GAUDAY qBS,„ \\ \\ ;J \\ f0 SSA I S S70§(ry�LEX�l1Mp \ \ \\ \ �\, / ,��\`(' RATED CAPACITY FOR NORWECO 61800=800 GAUDAY z ' 6.� \ \ \ S�P•a ,Ar Fb y( J\\y ll \ YI 56� \ \63 2\\ \ O�kF Q��G9 INFILTRATOR CALCULATIONS: w l0 \7 \CEO l \ \ \ 2 -_ \ \ \• J5 110 GAUDAY X 6 BEDROOM=660 GALIDAY " 40 C 00° 660 GAUDAY 12.83'(INFILTRATOR WIDTH)11.2(GAUDAYISF)=194.34 LF s'piL� MF ,C\ 195 LF REQUIRED 200 LF PROVIDED(4 ROWS OF 50 LF 12'INFILTRATORS) EXCAVATE 4'BEYOND LEACHING PRO PO D CHAMBERS,REMOVE UNSUITABLE SOIL, SILT FEN E AND REPLACE WITH SUITABLE"SP/SW" \� S6 \ \\\\�\ \, r �3. _ SOIL.PER SCDHS RESIDENTIAL 0 OI• ) y Vs, STANDARDS SECTION 5-106. Q= p E 1 \\ S3 \ \\\\�.; / 63`5 \ j90 NOTES: H} PROPOSED NORWECO \ ` \ \\\�\ / \ '1 / 10Q5h?11 .T 1. ALL PROPOSED SANITARY LINES TO BE 4"0 SDR35 PVC PIPE UNLESS O Z o HYDROKINETIC MODEL 56. / SPECIFIED OTHERWISE. 2 m Y\ y BOO I/AOWTSTANK '6' \ a � l '�� \� / / ' � O,, 2. ALL LOCATIONS OF UNDERGROUND STRUCTURES ARE APPROXIMATE AND U LL Z� OA \ / / (C\ MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS. W Z,U PROPOSED VENT 2'MIN. TEST \ 1 ,L / SS. y / 1 3. REFER TO SURVEY DRAWING FOR ALL INTERIOR HOUSE DIMENSIONS. m 3 U W/CHARCOAL FILTER MIN 3' BORING 4Y 1 I ,\ , �O'L 6� /SS 90 ! /�j• ��o �g W_O Y w FROM DOORS/WINDOWS HOLE 2S EXISTING WATER �c-' \ / / PROPOSED FUTURE Off. _ -—j=i _ '�j O o Il - _ SERVICE TO REMAIN S-Sq,2q o / EXPANSION INFILTRATORS p0 �x i } E;` 1 m H rn o 1 3 ✓ ti ,fl\ / 99 EXISTING TREE TO ll \ `�\/ 1!/�� 9� \ 9PLI } 00 BE REMOVED h3 (� t f� o ABANDON EXISTING C^ 3 I b� ��.yJ\' 1 \ ��� •'_ SANITARY SYSTEM 52 I �7 1 2026 � EXISTING ONE STORY S3 Lopq l O\�Qq \ COTTAGETOREMAIN ,81 Q y�G O, (EXISTING 3 BEDS) EXISTING 0 TDOOR / — LL 1ST FL=755 SF SHOWER \O°° old Town ^' O EL=55.90' /(NO DRAIN) �j \c�'� Board Of Trustees f•- ♦ V / 1 ,0�c'o O W / 10 uj / 0 /;r_ �j W z w M ( COTTAGE c O� F.FHEL.60.85 I F.F.HOUSEEL.55.901( W = 00 COVERS TO GRADE z GROUND .7--- ROUND ELEVATION 55.90 EL.56.60 ELEVATION 57.71 `Z O W ~ ROUND ELEVATION 57.71 GROUND ELEVATION 56.43 O p a C.O. SIMPLEX GROUND ELEVATION 56.43 L J/ (/J PUMP -C.O. -- ----'-- STATION Z I I 12"MIN 2,5'MAX DISTAL HEAD HEIGHT 24' INV.EL.55.4 INV.EL.55.07�_�� 56_50)_ ------ TOP.EL.54.80 12'MIN.COVER `\ Z 33.46' 4'DIA 5.00' 8.00'PRESSURIZED TOP EL.55.00 * ��C \vS Q cn HOL NORWECO 12'INFILTRATOR HYDRO-KINETIC V.EL. 4 ROWS-50'LONG BOTEL.54.00 INV.EL.53.9 MODEL 800 VA INV.EL. INV.EL.54.72 BOTTOM OWTSTANK 53.60 54.07 z ELEV.51.81 INV.EL 54.62 BOT - 2'PVC PRESSURE FROM11 EL.50.53 INV.EL.54.67 z SIMPLEX PUMP STATION INV.EL.53.65 EXCAVATION EL.50.00 n VI W BOTTOM ELEV.47.98 - --`"'--------------------- 2"HEADER(TYP) 2-HEADER(TYP) HIGHEST EXPECTED 2"Xl{REDUCER o0 GROUNDWATER EL,3.11 ffP) ? m o i � W z� WN EXCAVATE 4'BELOW CHAMBERS AND REPLACE It LATERAL � a<�x 'm w UNSUITABLE SOILS WITH SUITABLE"SPISW `� o `� SOILS(SEE SOIL BORING AND SITE PLAN) 2 SANITARY SYSTEM PROFILE 3 INFILTRATOR HEADER DETAIL 9 MIS 3 N.T.S cn J_ Q H w STANDARD M.H.FRAME&COVER, FINISH GRADE TYPE'F'ADJUSTABLE CASTING 11? O.C.E.W.BOTTOM E C (; - E:9&INSTALLATION OF - ! ` CASTING 17TO MANHOLE DETAIL. ��� i:_1, p57 -L �2' JUN_ 9 1 2026 Z W w o S.C.D.P.W.STD.M.H.STEPS(S.S. W MANUF.IDENTIFICATION o w�� z OR STEEL REINFORCED z ,. CAST IN WALL _ COPOLYMER POLYPROPYLENE) _ u z CIRCUMFERENTIAL REINFORCEMENT 0.12 Southold Town w g y Z ° SQ.INIFT.OF HEIGHT. c+ a ci {'OR}°0 SELF SEALING - - -_ CLASS'A' Board of Trustees w Z .-n N BUTYL RUBBER - n a CONCRETE FILL 4ON PSI ESTABLISH VEGETATIVE COVER AND H W y uuII m GRADE TO DRAIN Z o m o q - TYPE II CEMENT q TOPSOIL H y Q u �Z NATIVE BACKFILL 1}"CLEARANCE TYP _ _ _ - _ - , _ 1�1 z z Z a w w p 2 W V O --t- ON 0 4' cln ° - 2'UNDISTURBED 36'TRENCH WIDTH-� 1­4 3'-3•MAX G SOIL TYP DETAIL A NOTES: DETAIL B NOTES: 00 0 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 STANDARD MULTIPORT ENDCAP(RIGHT) 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN Q O O SHOWN 2. INSULATE BOX AS NECESSARY = PLAN 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 O'CLOCK,WITH FIRST AND LAST ORIFICE 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP 0 A#2 STEEL HOOP AT 6 O'CLOCK TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS PATIO BLOCK) 4. PIPE SIZES PER PLAN O O z o [AROUND OPENING(TYP) NOTES: =N w z _ 1. ALL MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M C-478.LATEST REVISION 5. INSTALL 90°SWEEP FITTING OR 2-05°BENDS,NO ELBOWS U LL ¢m FLEXIBLE JOINT(TYP) STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. PRESSURE PIPE DRILL HOE Q O j m 4 w PVC J N$ PIPE 2'PAST ,•@ SECTIONS. LOCATIONS ON END CAP m O INSIDE WALL 2. M.H.RISER SECTION TO BE FURNISHED IN 1,2.3.OR V HEIGHTS AS REQUIRED. Wow 0 y4 O 3. MANUF.TO CERTIFY THAT M.H.DELIVERED MEET ALL REQUIREMENTS OF S.C.D.P.W. LLI i,-_j w -- --- - ----- ---- - -------- --- SPECS. J y LLO W 4. LOADING TO CONFORM T AASHTO H-20 LOADING Q j o "KOR-N-SEAL'FLEXIBLE SLEEVE 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000 PSI •°,--. __ _ _ OR APPROVED EQUAL(TYP) 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M.A185 Fs=65,000 PSI zo =__ = cI F -T a (SEE DETAIL) 7. CONCRETE TO BE 4,000 PSI @ 28 DAYS a. cc MONOLITHIC BASE SLAB g, (9TEP 1}ADJUSTOPS(NO TO GRADE WIALL WEATHER RED CLAY BRICK WJTYPE'M"MORTAR, DETAIL A END CAP 0 +•> REINFORCEMENT#4 BARS 00 8"O.C.E.W.TOP WHICH WILL BE MADE FROM ONLY TYPE II CEMENT,-MIN.OF 2&MAX.OF 5 INFILTRATOR CHAMBER COURSES.-MAX.112"BED JOINT BETWEEN COURSES,-BRICK TO BE SET IN A RADIAL (ANY MODEL) SECTION A-A SEE SCORING DETAIL LAYOUT WIBRICK LAYED IN HEADER POSITION. Lo (STEP 2)-TYPE II CEMENT ENCASEMENT AROUND M.H.CASTING BRICK WORK,FROM DETAIL B 4 4' DIAMETER SANITARY SEWER MANHOLE MANHOLE DE,AJASTING TO TOP SLAB OF M.H.'SEE INSTALLATION OF CASTING TO MIDDLEOFMH A HOEDETAIASTINGTOTOPSLABOFM.H.'SEEINSTALLATIONOFCASTINGTO 5_*N INFILTRATOR QUICK 4 PLUS STANDARD 3 N.T.S 3 N.T.S F... M ° W Lu 2 U) z 00 W = 161pol UCD z � al lL- CD W U CA k F a GENERAL NOTES: _ z z A A Q DEPTH OF THE PUMP STATION INLET w w i T a o >Z INVERT IS ADJUSTABLE FROM 28 TO 34 a x O. ww INCHES BELOW GRADE WHEN USING BASIN RISER STANDARD 4'DIAMETER EFFLUENT LINE. (SEE NOTE 4) — ------- HEAVY DUTY ---_-----_ © DEPTH OF THE PUMP STATION OUTLET GUARD PLAN VIEW ACCESS COVER =________— INVERT IS ADJUSTABLE FROM 5TO9 MOISTURE INCHES OR FROM 26 TO 34INCHES BELOW CQMPRESSION — _— _—_—_—_ GRADE WHEN USING A STANDARD IY4' CLAMP DRIP LIP DIAMETER EFFLUENT DISCHARGE. WATERTIGHT FORCE JUNCTION BOX MAIN Q FINISHED GRADE MUST BE MAINTAINED AT J LEAST 3 INCHES BELOW THE MOISTURE C DRIP LIP OF THE ACCESS COVER. F-- w ELECTRICAL CONDUIT I I ®ON DEEPER INSTALLATIONS,RISERS MUST RECIRCULATION PUMP POWER TO CONTROL PANEL I BE USED TO EXTEND THE MOUNTING CASTING TO GRADE. FLOAT SWITCH I I UNION VALVE ®WHEN ADDITIONAL HOLDING CAPACITY IS CONTROL I REQUIRED,RING SECTIONS CAN BE AIR PRESSURE SWITCH ADDED TO INCREASE THE DEPTH OF THE PUMP BASIN. ® DIMENSIONS SHOWN ARE BASED ON A w AIR PUMP POWER U} ALTERNATE ADJUSTABLE a a STANDARD PUMP BASIN.SEGMENTED DISCHARGE LOCATION BASINS AND BASINS CONTAINING RINGS = w 7 LIFTING CABLE H OR RISERS WILL REQUIRE ADJUSTMENT. V7 z-� ALARM FLOAT 0 Z CRITICAL DIMENSIONS w g z m ON/OFF FLOAT ❑A 5'-10 314' J❑ w BASIN ©0'-8 112- K❑ O O W i ©2'-2 1/2' © AIR PUMP S S z g w CHECKVALVE D❑2'-0' 0 y ^3 SUBMERSIBLE EQ 2'-01/2" (] 1-4 `; e� z PUMP AERATION RISER o z w 5 p 6'-7114" Ell IEI CLARIFICATION RISER ^ W Ell 0 GENERAL NOTES: H ? SECTION A-A OUTLET VIEW Ell 1El 1.WIRE SHOULD BE 1212 OF DIRECT BURIAL. w U W s SIMPLEX PUMP STATION 7 NORWECO HYDRO-KINETIC SYSTEM WIRING DIAGRAM 4 N.T.S 4 N.T.S po 0 � Jjy/���s{�9 �y o L� 1Ji li LL 70}J Z O } �ItFi :cap L) 1 JUN 1 1 2026 1 J Y o w LL mt�� Southold Town co Board of Trustees LO LL d- s— O w w U) z w 00 W 2 U00 z GENERALNOTES: CRITICAL DIMENSIONS O O I a 0I 1'-0" ®0'-2112" m FALL THROUGH THE HYDRO-KINETIC PLANT FROM INLET INVERT TO Jed' cn OUTLET INVERT IS FOUR INCHES.INLET INVERT IS TWELVE INCHES ®2'-9- [M 1'-4- BELOWTANKTOP. NOTES: ®3'-7- ®T-0" (2) ON DEEPER INSTALLATIONS,RISERS MUST BE USED TO EXTEND UU 1\r(`\\'v� z 1. SYSTEMS CERTIFIED BY NSF TO NSF/ANSI m 2'-3" ®5'-6- CASTINGS TO GRADE.INSPECTION COVERS MUST BE DEVELOPED L V Ur STANDARD 40 MUST INCLUDE MODEL A100 AIR ®9'.3^ 121TO WITHIN TWELVE INCHES OF GRADE. PUMP. 01'-0" m ® TANK REINFORCED PER ACI STD.318. 2. TOTAL CAPACITY=1,950 GAL. 3. RATED CAPACITY:750-800 GAL PER DAY. ® ALL ACCESS COVERS WEIGH IN EXCESS OF SEVENTY-FIVE POUNDS C 120 VOLT-10-60 Hz-20 AMP SERVICE 0•.3^ ® EACH TO PREVENT UNAUTHORIZED ACCESS. UI ®0'.3- ® ® CONTACT THE LOCAL,LICENSED HYDRO-KINETIC DISTRIBUTOR FOR „r w a NOTE:RECIRCULATION PUMP,AIR PUMP AND CONTROL PANEL MUST BE PROPERLY GROUNDED. ®0'-2" ®1'-1 ELECTRICAL REQUIREMENTS. y ®0'-3- ® COLLECT EFFLUENT SAMPLES FROM o FLOW EQUALIZATION DEVICE INSTALLED F 'm o i IN CLARFIER. w w i m o 0 NOTE:REMOTE VENT MUST HAVE A MINIMUM DIAMETER REMOTE VENT WITH CARBON a a Y H w OF 2 INCHES AND MUST TERMINATE A MINIMUM OF 18 FILTER DEVICE ® PRETREATMENT CHAMBER MAY BE INCLUDED AS AN INTEGRAL rn o o u m INCHES ABOVE GRADE,1 FOOT FROM PROPERTY LINES, ELECTRICAL COMPONENT OF THE TREATMENT TANK ® ® AND 3 FEET FROM ANY WINDOWS OR DOORWAY. CONDUITS "DIAMETER EFFLUENT LINE L L7 4"DIAMETER O .. B :Q p q"--e- W A eq-O eo-Q 0 ® ® ® INLET LINE A �oo:Q Pq W • q °e� APPROVED SEALANT = qQ°C o-C!P- Z ON ON ON OR SEALINGDEVIC -4•^ 15 15 20 0 = z OFF OFF OFF - O U Oo IIv-e° D U ® ® ® REMOVABLE INSPECTION COVER I I °Q. ^a z U> WITH CAST-IN-PLACE HANDL Z&j PLAN VIEW GASKETED DISCHARGE Z FLANGE ASSEMBL U z 0 swiTcn NORWECO FRESH AIR VENT ASSEMBLYOUTLET COUPLING TO w g y z AERATION CHAMBER RISER 4"DIAMETER EFFLUENT LIN -^ w ® CASTING WITH NON-VENTED LID IGH WATER ALARM FLOAT FLOW EQUALIZATION w Z �� MODEL A100 OR MODEL A150 AIR PU MP ALARMS Comm -- CLARIFICATION CHAMBER RISER H�{� F-'-'1 F y-"I `BREAXERS. RIUAYAUX AODCAUX ANOXIC CHAMBER RISER DEVICE Q� A1.1- s� 3=- ¢ 2 INLOMWG RECIRC PUMP AIR RIMP FLOATS O1 - S CO `'O-.$� ONlOFF ALARM ovBRwoe CASTING WITH LIDCASTING WITH LID 7 -� � L7 N G P1 N G Al N G 1 2 3 4 s 6 TRANSFER TEE FLOW EQUALIZATION DEVICE k2.��-O G. (SEE DETAIL) ! tt O OPTIONAL PRETREATMENT { 1 Li RISER CASTING WITH LI [; OLVENT WELD CONNECTION ! 6(� z a z APPROVED SEALANT _ _ W OR SEALING DEVIC _ - U U N 1 1 1 2026 W GROUT ORSYNT TICSEA Y ® ® Southold Town cn i G `�' - Board ofTrue±ees _ ~ ® <0 o 0 Q= o A O J r A, w SZ r U LL QO'm WZOrn 60" mO o Y W_~Ow - °-, JOUL L N = M a M a - - - i- vim: v� _ - • ♦ r: r - 60° Q»UL O PRETREATMENT CHAMBE IFFUSER BAR to o 120 VAC RECIRCULATION AIR HIGH WATER ALARM Do- SUPPLY OP LY PUMP PUMP CONTROL FLOAT TRANSFER TE LARIFICATION CHAMBER N ANOXIC CHAMBE 0�0' Q GENERAL NOTES: MIXING— RATION CHAMBER \'ODEL SD103 RECIRCULATION PUMP 4--A SUBMERGED TRANSFER FOR CAST-IN AERATION I - Q A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED NOTE:PRETREATMENT CHAMBER MINIMUM REQUIREMENTS CHAMBER TRANSFER PORT r UNTIL THE AIR PUMP IS INSTALLED AND READY TO BE PLACED INTO OPERATION. SHALL BE:500 GALLONS CAPACITY,7.5 GALLONS PER SECTION A-A INSURE THE AIR PUMP IS OPERATING WHEN THE FACILITY IS OCCUPIED. INCH OF LIQUID LEVEL AND 91NCHES OF FREEBOARD. OUTLET END VIEW Lf� Q3 THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AIR PUMP INTO SERVICE. LL e NORWECO WASP WIRING DIAGRAM 500-800 GPD SYSTEMS s NORWECO HYDRO-KINETIC MODEL 800 WASTEWATER TREATMENT SYSTEM WITHOUT BIO-FILM REACTOR w Lo o 5 N.T.S 5 N.T.S W 1) TOWN OF SOUTHOLD 782 Bailie Beach • SCTM • 111 • • 11/25/2025 • • : Bailie Beach • 11/25/2025 • • 782 Bailie Beach • TOWN OF SOUTHOLD 782 Bailie Beach ' • 1/25/202 r, - -- -.. Photo : Bailie Beach • s+ i 11/25/202 Photo 4 - . TOWN OF SOUTHOLD 782 Bailie Beach • 11/25/2025 • . . -d r .. Iv 11/25/20 t r Photo • 782 - • o,o, J a 'a .�V� .ter.v Rom.��:A�:-.A .?� �wV��. .,.fir .vJ.; A.. � •:A� ., � .°'` � - .•� _ is ' ss 41 r •.•.•••d6M... �'''�' +MiT iUCa wPa r•� 2m `•M1�1 OIBTWCr T.ga y 1� 1 2•i o .wra« 184—n G i '=mil cr ..-":.-.,•.. sraiE of raw ro 'i wn+uca was ggrrtiGr y h.6 ♦� 42) . t kEv.cm t, . Y- i•4'Toa ¢ a ,. e (1) .ps n `.F, 1�y,R f*sg ,,1 surEor •'f. . y.? t ,gNcl as)1Mc: ix .. '.-s a .•�3 j __ �) ` 4 N 4. A, z ,6@ es .� � Y�� � - • a - �E�sEc.rro s�sf ro .§ c � `� ,� N..., M1 3 3, a!w,,,aaa' w)� �•, zoyg) 9 •�O 'a.t51 A rW1 6 .:a gf,� R 9 T,r�.ti iirvF U, SEE aE�N0 EW s .v n du •:.'.. ... COUNTY OF SUFFOLK noncE « .......w. ..... — .w.a.�w.. N sEciKN fx: _ - _ Real Priperty Tax 5ervicc:lgcncy w ++�«+p+sK.a+ � wwrviaapwv rsar+uere p souixoEu 099 OFFICE LOCATION: rjvMAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: July 13, 2026 Re: LWRP Coastal Consistency Review Peck, SCTM #1000-99.-3-5 This application is to remove the existing failing sanitary system and install a new I/A type sanitary system further landward; to install the new system excavate a minimum of four feet beyond the proposed leaching chambers to remove unsuitable soils and replace soils with suitable SP/SW soil; and to install silt fencing around the work area until the site is fully stabilized. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the policies of the LWRP as follows: Policy 5. Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 3. modifying existing sewage treatment facilities to provide improved Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction The proposed installation of an Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS) is consistent with Policy 5.1.C.3 which calls for the modification of existing sewage treatment facilities that improves nitrogen capacity removal and will reduce nutrient input to adjacent waters. The proposed installation of the I/A OWTS system is consistent with Policy 6.3A, which states Trustees jurisdiction and complies with Town Code Chapter 275-3(D)(1)(a)[4] that states the setback for a septic tank from the wetlands is 75 ft. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. 2 Glenn Goldsmith, President if.�'�'\f3f S &P `' Town Hall Annex A. Nicholas Krupski, Vice President Sj� Oda y�lC, 54375 Route 25 ~ ® P.O.Box 1179 John M.Bredemeyer III � r' Southold,New York 11971 Michael J.Domino rn ac G � � Telephone(631) 765-1892 Greg Williams ��� �" ��b: Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only PP 0 „W Coastal Erosion Permit A Application _Wetland Permit Application Administrative Permit Amendment/Transfer/Extension J U N 1 1 2026 Received Application: r X Received Fee:$J Southold Town Completed Application: Board of Trustees Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): x LWRP Consistency Assessment Form Sent:7,/� a o CAC Referral Sent: _Date of Inspection: '7/f-/.l ro _ Receipt of CAC Report: Technical Review: .� — Public Hearing Held: Resolution: Owner(s)Legal Name of Property(as shown on Deed): Patricia Peck Mailing Address: 155 Primrose Rd, Williston Park, NY 11596 _ Phone Number: 917-414-5493 Suffolk County Tax Map Number: 1000 - 99-3-5 Property Location: 782 Bailie Beach Rd, Mattituck, NY 11952 See location Map (If necessary, provide LILCO Pole,#, distance to cross streets, and location) AGENT (If applicable): lslandwide Engineering&Land Surveying c/o Karol Carvajal Mailing Address: 280 Main Street-Suite 1,Farmingdale, NY 11735 Phone Number: 516-707-4073 Email:karol@islandwideengineering.com ENGINEERING& ISLANDWIDL ,I LAND SURVEYING 280 Main St-Suite 1, Farmingdale, NY 11735 June 09,2026 RE: PATRICIA PECK 782 BAILIE BEACH ROAD-SOUTHOLD SCTM No.1000-99-3-5 PROJECT DESCRIPTION This project includes the removal of the existing failing sanitary system and replace with a new I/A type sanitary system designed as a combined system serving the main house and cottage house.The work also includes excavating a minimum of 4 feet beyond the proposed leaching chambers to remove unsuitable soils and replacing them with suitable SP/SW soil.A silt fence will be installed around the work area until the site is fully stabilized. - oard of Trustees Applioat- GENERAL DATA Land Area(in square feet): 75,457.94 SF Area Zoning:. Res. Previous use of property: Res. Intended use of property: Res. Covenants and Restrictions on property? ❑ Yes L"_I No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? ❑ .Yes 7 No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? ❑ Yes _No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes __2__No Does the structure(s)on property have a valid Certificate of Occupancy? FV , Yes=No Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permittapproval ever been revoked or suspended by a governmental agency?No ❑ Yes If yes,provide explanation: Project Description(use attachments if necessary): See attached "ard of Trustees Applioat- WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: See attached Area of wetlands on lot: N/A square feet Percent coverage of lot: N/A % Closest distance between nearest existing structure and upland edge of wetlands: 500 feet Closest distance between nearest proposed structure and upland edge of wetlands: 500 feet Does the project involve excavation or filling? No yes If yes,how much material will be excavated? 15 cubic yards How much material will be filled?_ICl/A cubic yards Depth of which material will be removed or deposited: .3 _feet Proposed slope throughout the area of operations. 1 -1 0% Manner in which material will be removed or deposited: . Excavator and skid steer 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): Positive effect on wetlands due to I/A style sanitary system with reduced nitrogen outflow. Board of Trustees Applica- n COASTAL EROSION APPLICATION DATA Purposes of proposed activity: See attached Are wetlands present within 100 feet of the proposed activity? No Yes Does the project involve excavation or filling? No Yes If Yes, how much material will be excavated? 15 (cubic yards) How much material will be filled?, N/A (cubic yards) Manner in which material will be removed or deposited:_Excavator and skid steer Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) Positive effect on wetlands due to I/A style sanitary system with reduced nitrogen outflow. Short Environmental Assessment Form Part I - Project Information Instructions for Completing Part 1—Project Information The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 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 S onsor Informatio Name of Action or Project: 782 Bailie Beach Rd-Town of Southold Project Location(describe,and attach a location map): See location map Brief Description of Proposed Action: Upgrade existing sanitary system to an I/A system. Name of Applicant or Sponsor: Telephone: 917-414-5493 Patricia Peck E-Mail: 13peck13@gmail.com Address: 155 Primrose Rd City/PO: State: Zip Code: Williston Park NY 11596 1. IDoes the r)rot)osed action oniv involve the lezislative a o tion of a fflan. locallaw.ordinance. NO YES ladi-ninistrative rue 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. 1 Does the proposed action require apen-nit, approval or funding from any other government Agency? NO YES If Yes, list agency(s)name and permit or approval:NYSDEC,Town of Southold Trustees,SCDHS ❑ 3. a. 0 1 acre ge of the site of the proposed action: 1.73 acres b.)'I'otal acreage to be physicallz �stur e 0.14 acres c. otal acreage ro'ect site and any continuous ro erties)owne or controlled by the applicant or project sponsor sponsorr 1.73 acres 4. heck all land uses that occur on, are adjoining or near the proposed action: 5. ❑ Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial ✓❑ Residential(suburban) ❑ Forest ❑ Agriculture ✓❑ Aquatic ❑ Other(Specify): ❑ Parkland Page I of3 5. Is the proposed action, - NO YES N/A a. IA vermitt-R-Lis—e-u-n-d—er t e zoning regu ations' ❑ ❑ b, lConsistent with the adol)ted comprehensive nlan ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape?] NO YES ❑ ❑ 7. Is the site of the proposed action located in,or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes, identify: W ❑ NO YES 8. a. IWill the i)Foi)osed action result in a substantial increase in traffic above Dresent eve s` ❑ ❑ b. Are public transportation services available at or near the site or the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 9. 1 Does the proposed action meet or exceed the state energy,,y code re uirements: NO YES If the proposed action will exceed requirements, describe design features and technologies: 10. lWill the proposed action connect to an existing public/private water supply: NO YES If No,describe method for providing potable water: Project will connect to existing well Ft/1 ❑ 11. lWill the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: New I/A OWTS type sanitary system ❑ ❑ 12. a. Does the project site contain,or is it substantially contiguous to,a building,archaeological site, or district NO YES which is listed on the National or State Register of Historic Places, or that has been determined by the ❑ Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does an ortion of the site of the proposed action,or lands adjoining the proposed action,containi NO YES wetlan s or other waterbodies re2ulated bv a federal,state or local a-enc ? ❑ 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: Page 2 of 3 14. Ildentify the typical habitat types Ix____,- ecur on, or are likely to be found on the pro;__. .te Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban ❑✓ Suburban 15.1 Does the site of the proposed action contain any s ecies of animal, or associated habitats, listed by the State orl NO YES Federal government as threatened or endangered. Piping Plover ❑ F 16.1 Is the project site located in the 100- ear ood Ian. NO YES 17. Will the oro msed.action create storm water discharge either from voint or non- oint sources NO YES If Yes, WI ❑ a. Will storm water discharges flow to adjacent properties? 0 ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑✓ ❑ If Yes, briefly describe: 18. Does the ro osed action include construction or other activities that would result in the im oundment of water NO YES or other t ut s e.g. retention on ,waste a oon, am If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. lHas the site of the proposed action or an adloining propertyTeen the location of an active or closed sot wast NO YES management facility If Yes, describe: ❑ ❑ 20. as the site of the ro osed action or an adjoining property been the subject of reme ration ongoing o NO YES or leted for hazardous waste If Yes, describe: ❑ ❑ 1 CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/narne: Patricia Peck Date: DS/�✓I/ Si nature Title:ApplicanyOwner PRINT FORM Page 3 of') EAF Mapper Summary I iort sday, May 12, 2026 1:53 PM Disclaimer: The EAF Mapper is a screening tool intended to assist r project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF o �'7_+. a k-5•,` question can be obtained by consulting the EAF Workbooks.Although the EAF Mapper provides the most up-to-date digital data available to 2'1 DEC,you may also need to contact local or other data sources to -' `' 3 F•`F ;y confirm data provided by the Mapper or to obtain data not provided by the Mapper. Southold 39. 3 l.1 f�! �'w 3-4.9 Taronta f" .�3-d ��`` �\99 _3•d.1'n Ham+lt�h Cn \ `\ 99.-.1.-4.I21 ` AlUany 9._322 - - kinVr.J rie E iE�r E r;,r: U<:-S Ir r'rr::,t It:'_=:Ei?�t. Cl1yF.E 't rrur''r_i�G`�•Y �e.!'S,iF f'•. (f.`.'i}'•�Y?F "t.ti_:r•-�F:::•i J'�iS• F:Jr- fsv �;E:1e_,r'• -- .._�_r • F.l��l _.r :I r• _u`--�,,i a ._r•_ .�I: ._irr C� I Ch: -`,f;.:r.; f:•,i•it. E. rr...-r�a F;.n -I-.a�131-r1 hi, _ ':1'r-^ r :�t';t71?r,,;ii t-r, .� .. .-I_:,-.:;^ f t .- :;-.- _•r.>:�;_.I:,h -.h,::.,t.:r-. ,ar.:'#� - r* 'rEsn ,-iEF:_ - arrr_ry vnt. Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a[Wetlands or Other Yes- Digital mapping information on local, New York State, and federal Regulated Waterbodies] wetlands and waterbodies is known to be incomplete. Refer to the EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Piping Plover Endangered Animal - Name] Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report -.lard of Trustees Applicat: AFFIDAVIT Patricia Peck BEING DULY SWORN ' DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF 1 _I�r 20 Notary Pubi'ic Q .�`'` . dooNPo►OI1'RSOQ373r QaaN�ed ttlWlgs :�: ,. My Commission Expired Be---I of Trustees Application AUTHORIZATION (Where the applicant is not the owner) Me, Patricia Peck owners of the property identified as SCTM# 1000- 99-3-5 in the town of Southold ,New York,hereby authorizes Isiandwide Engineering & Land Surveying to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF ,20 01t0 Notary Publi TA QU UNB M TROY )rrAAYp'f7 ug STATE OFNBWYORX .. r RegistmdoaXo.01TRSdM5738 ....:: QmMedinN My Cmmhsion Exphw APPLICANT/AGENT/REPRESENTATI" TRANSACTIONAL DISCLOSURE FORM Thy Town of Southold's Code ofEthics-grohlbits corifficts of Interostonthavart of to - cers and em to a purn o 's of t Is Arm.is to Drovide'Whrinition 4 of pggilble.conflicts-of hitarbstandgilow it to take what r on s :I gQft@LY Wavoid sgMe., YOUR NAME,-. Pahtda Pack . (Last name,first name,-r Iddle lni al,unless you are applying in the name of someone else orotherentity,such as a company.If so,Indicate thb other person's or company'sname.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change ofZone 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,nlarriage,.or business itterest."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 ,. E� 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/agmt/representative)and the town officer oremployee.Either check the appropriate line A)through D)and/or desc4be in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): O_A)the owner of greater than 5%of the shares of the corporate stock of the applicant EL (when the applicant is a corporation); B)the legal orbeneFicial owner of any interest in a non-corporate entity(when the 9applicant Is not a corporation), C)an officer,director,parhrei,or employee of the applicant;or L—D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted is day 202 �O $'sgnatus� t L r Frint Noma P Form TS 1 APPLICANT/AGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM e 3b_wn of Southold's Code of Ethics o of Into of-towtLofficera and emalovees.The purpose of 0rm is to prokide-Infiarmation which cgne c and allow it Mt&e whate-yera6fignI necessary to avold some YOUR NAME: lslamWde Englneeft a Land Surveying.D.P.C.-Jeffrey Patanla (Last name,first name,*iddle initial,unless you are applying'in the name of someone else or otherentity,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 intereset 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 �._.�dM_._._ NO 21 If you answered"YES",complete the balance ofthis form and date and sign where indicated. Name of person employed by the Town of Southold Tide or position of that person _ Describe the relationship between yourself(the applicant/agcnt/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply). .A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); F_B)the legal orbeneficial owner of any interest in a non-corporate entity(when the 9—D) applicant Is not a corporation); C)an officer,director,partner,or employee of the applicant;or the actual applicant. DESCRIPTION Or RELATIONSHIP Submitted t day of TV&- 2026 signature a Print Nama^y Paa* Form TS l I APPLI CANT/A GENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of S u ho d's Code of Ethics o f is of IntewarLthInartf to t ers and employees, e this form Is.tomravide Inforination whid San alert-1ho. . ble-ox)&c"f-intRLejt and Wlo& take)ybaltem gcfign Is neck to maid some YOUR NAME,, Islandwide Englneering&Land Surveying.D.P.C.-Karol Carvajal (Last name,first name,.ipiddle initial,unless you are applying'in the name of someone else or other entity,such as a company.If so,indicate thb 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 chili)have a relationship with any officer or employee of the Town of Southold? "Relationship"Includes by blood,marriage,orbusjness 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 C�- --- 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 br position of that person Describe the relationship between yourself(the applicantlagent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent;oir child is(check all that apply); LIA)the owner of greater than 5%of the shares of the corporate stock of the applicant f (when the applicant is a corporation); ,B)the legal or beneficial owner of any interest in a non-corporate entity(whett the � applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant, DESCRIPTION OF RELATIONSHIP Submitted this day of 2d2 6 Signature Print Name Karol Carvalal Form TS 1 Lrd of Trustees Applicatio PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: Aji acen ESS:� /��o er�� g�- 3 � � - 3 - � STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 120 Notary Public ISLANDWIDE ENGINEERING& LAND SURVEYING 280 Main Street-Suite 1, Farmingdale, NY 11735 July 08, 2026 Town of Southold Trustees Town Hall Annex Building 54375 Rte. 25 P.O. Box 1179 Southold, NY 11971 RE: PATRICIA PECK 782 BAILIE BEACH ROAD, MATTITUCK,NY 11952 SCTM No.1000-99-3-5 AFFIDAVIT OF MAILING Dear Trustees: Attached, please find Affidavit of Mailing and certified return receipts for the above referenced project., If you should have any additional questions or comments, please don't hesitate to contact our office, or email me directly at karol@islandwideengineering.com Very truly yours, �Ae Karol Carvajal Project Engineer ! i .._. a JUL ' 0 20"( Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: �°Z Ba1 If e 4eOA )yq+jWurk- �000- NAME: ADDRESS: 1000-99-3-6 1000-99-3-4.1 Cutler GC Revoc Trt �Rosmarin AP Revoc Trt Cutler LE Revoc Trt 31 Annandale Dr 784 Bailie Beach Rd Chappaqua, NY 10514 PO Box 1757 Mattituck, NY 11952 1000-99-3-4.12 1000-99-3-9.n Klein Joel I Catullo D Lawrence Klein Sandra S 1000 Bailie Beach Rd 635 Lloyds Ln Mattituck, NY 11952 Mattituck, NY 11952 STATE OF NEW YORK COUNTY OF SUFFOLK karol co a�GI , residing at ;2,?(? /Yain c��l JUJ11 L arrn,nq�li(e A)Y •I 0-3S , being duly sworn, deposes and says that on the day of jul y , 20 �e6 , 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 f,arm/,q )ale , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. I E_ f Signature _ ._ Sworn to before me this ltu1'ij Day of_ 20. JEANNE M. LODICO U �� �jf1 Notary Public, State of New York a4 �(fJ��C No. 01 L06023719 otary Public Qualified in Suffolk County Commission Expires Apr. 26, 20_ -amass= 1171 a. A M M M 1111,11211111 rl- ma t k p! A Certified Mail Fee 't. 6 li Certified Man Fee 0 16 $ --- $5.30 rU Extra Services&Fees(check box,add fee T4-0R[QkPtq) I-U Extra Services&Fees(chockbox,aac,tee a a p o to) 16 ❑Return Receipt(hardcopy) $ jtt..__ El Return Receipt(hardcopy) $ M E]Return Receipt(electronic) $ Postmark ClM 0 Return Receipt(electronic) $ E]Certified Mail Restricted Delivery $ Here CrEl Certified Mail Restricted Delivery 'ostma& $ C3 []Adult Signature Required $ are Cl .LILI ClEj Adult Signature Required $E]Adult Signature Restricted Delivery$ Cr 0 Adult Signature Restricted Delivery$ T;I r-3 Postage C3 F--t-g- nj 0 7 0 7112 6 ru r- -126 nj 0 7/6 7�2 I. Cutler GC Revoc Trt nj 1%-A-3-9.6 r-q Cutler LE Revoc Trt -I Catullo D Lawrence nj ------- .......... 784 Bailie Beach Rd ru 10 c ----------- r- PO Box 1757 C3 L1OOO Bailie Beach Rd --------------- Mattituck NY 11952 Mattituck, NY 11952 2=MMM====jjM=L CM rru 3 M Ln r- fluqq QLA v a Ig Q 41 x�."1; 1 Certified Mail Fee Certified Mail Fee $5.30 $ $-4.40 $ $4 AG 16, nj1. Extra Services&Fees lockboxaddrisea 0 Return Receipt(hardcopy) $ e (check box,add fee 4 't.0prf rU Extra�ervlceS&F 1� El Return Receipt(hardcopy) $ M M E]Return Receipt(electronic) $ Postmark 0 Return Receipt(electronic) $ tmark r-3 0 Certified Mail Restricted Delivery $ I�Iul I C-3 E]Certified Mail Restricted Delivery $ Here C3 El Adult Signature Required El --jD—jIU— Adult Signature Restricted Delivery$ C3 Ej Adult Signature Required $ L L, C3 E]Adult Signature Restricted Delivery$ E3 Postage 0 C] Postage $ ru cj-7/07/2026 rru nj 117 17/0 7 20 2 6 r- VqP-Q. O-3-4.1 2 ru- Klein Joel I rq Rosmarin AP Revoc Trt r-q — ru Klein Sandra S ru 31 Annandale Dr ------------------ M .......... r.- 635 Lloyds Ln r- Chappaqua, NY 10514 ....... --------- Mattituck, NY 11952 --- ------ ENGIfNEEPING l_ ;Ci'S11M/E`(IPJG 280 Main Street-Suite 1, Farmingdale, NY 11735 July 15, 2026 Town of Southold Trustees Town Hall Annex Building ' ` " S4375 Rte. 25 P.O. Box 1179 � Southold,NY 11971 RE: PATRICIA PECK � ��'�" 782 BAILIE BEACH ROAD,MATTITUCK,NY 11952 SUM No.1000-99-3-5 AFFIDAVIT OF POSTING Dear Trustees: Attached, please find Affidavit of Posting for the above referenced project. If you should have any additional questions or comments, please don't hesitate to contact our office, or email me directly at karol@islandwideengineering.com Very truly yours, #�o Karol Carvajal Project Engineer Glenn cjoldsnuth, President 'gUfFa�, town Hall Annex 0 A. N"icholas Krupski, Vice President �2 G �4375 Rowe .'_5 Eric sq)cnoski a P.O. Box 1179 ( n Critlooty Southold NY I IQ I 1o�eph F inora �/�� � � Fe ephone(01 1) 765-t 39' Fax l63 t 1 76i-66-11 TOWN OF SOL'THOLD BOARD OF`TRUSTEES:CI I:S: T{)y� [ OE SOUTH OLD �-. ---- ------ ----- ----- -------------------------------- I f ya In the Matter of the Application of fill. PATRICIA PECK a�ldol tlCi r4)S-vf)� ! S 1'r EO1� XF,A' YOR.K AFFIDAVIT OF POSTING DO tV OT COMPLETE THIS P'OR1111 UNTIL THE PO,TLAW HAS REMAINED IN PLACE FOR AT LEAST SEVE f DAYS PRIOR TO THE PUBLIC HEARING RING DA TE— C0HPLETE THIS FORM ON EIGHTH DA Y OR LA TER residtrig at i'db�t �2 ,Y0 kon Si S,,Ee l T-Clrin*l dale J N3 �� 3 being cinly sti�orn, depose and 5ri�: That on the -� day of JU kj "U6 , I personally posted the property known as 4?1 �ilie 3c11CA 1d , /`Fct--� 4uck , NY irgs� - --- - ---- --- - — 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 rott t g poster has remained in place for a futl seven clays H-m-nediatety preceding the elate of the public hearing. Date ofhearing noted thereon to be held Wednesday JuIv l5, 2026. Dated. ..-..---.-.. (s lgnatltt'c'} Sworn to betore n1e this fav Of 1ttl�?o..)C, JEANNE M. LODICO I pry Public, State of New York No, 01 L06023719 Qualified in Suffolk County < p p _'L _c-___ - ;yrnrnission Expires Apr. 26, 20 ;otlry I'ublic , NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Peconic Community Center Auditorium, 1170 Peconic Lane, Peconic, New York, concerning this property. OWNER(S) OF RECORD: PATRICIA PECK SUBJECT OF PUBLIC HEARING: For a Wetland Permit to remove the existing failing sanitary system and install a new I/A type sanitary system further landward; to install the new system excavate a minimum of four feet beyond the proposed leaching chambers to remove unsuitable soils and replace soils with suitable SP/SW soil; and to install silt fencing around the work area until the site is fully stabilized. Located: 782 Bailie Beach Road, Mattituck. SCTM# 99-3-5 TIME & DATE OF PUBLIC HEARING: Wednesday, July 15, 2026 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold L'VVRP 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 ro o ed.action ill be ev tt teti as to its si 'ficant beneficial anda—dyersejAgets upon the coastal areaf vhigh 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 ach ns er must bee lamed in.detail, listing,both &Morting and non- sM0 h&fkts. If an action cannot be certified as consistent with the LWRP policy standards and conditions;ft shail::notb undgrtalcen. 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# 99 03 05 PRoJEcTNAME 782 Bailie Beach Rd- Town of Southold 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: Nat-are and extent of action: See attached Location of action:782 Bailie Beach Rd,Mattituck,NY 11952 Site acreage:1.73 Present land use:Res. Present zoning classification:Res. 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:Patricia Peck (b) Mailing address:155 Primrose Rd,Williston Park,NY 11596 (c) Telephone number.Area Code 'r817-414-5493 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes R No❑ If yes,which state or federal agency?NYsoeC,sCows C. Evaluate the project to the following policies by analyzing how the project will farther 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. ✓❑Yes ❑ No ❑ Not Applicable Project Is consistent with neighboring area and makes beneficial use of property.Provide residence with I/A style sanitary system. 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 El No ✓❑ Not Applicable No Effect. 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 No Effect Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LNVO Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable No effect 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 W Yes ❑ No ❑Not Applicable Project provides new sanitary system that has a positive effect on wetlands due to I/A style sanitary system with seduced nitrogen outflow. 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. 0Yes Do .❑✓ Not Applicable No Effect. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes RNoZ Not Applicable No Effect. 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 o No ✓1 Not Applicable No Effect. 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. Q YeD No Not Applicable No effect Attach additional sheets if necessary WORIONG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III•--Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable No Effect. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No Not Applicable No effect. Attach additional sheets ifnecessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies;Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0✓ Not Applicable No Effect. 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 No Effect. PREPARED BY Karol Carvajal TITLE Agent DATE 05mw6 ISLANDWIDE L NDSUR E & LAND SURVEYING 280 Main Street-Suite 1, Farmingdale,NY 11735 June 9,2026 Town of Southold Trustees Town Hall Annex Building 54375 Rte. 25 P.O. Box 1179 Southold,NY 11971 RE: PATRICIA PECK 782 BAILIE BEACH ROAD-SOUTHOLD SCTM No.1000-99-3-5 WETLAND PERMIT APPLICATION Dear Trustees: We hereby submit the application package, (1) original and three (3) copies of the.proposed plans, wetland permit application, SEAF, project description, stamped survey, floor plans, photographs, and a check in the amount of$1,250. The purpose of the project is to remove the existing failing sanitary system and replace it with a new I/A type sanitary system designed as a combined system serving both the main residence and the cottage. If you should have any additional questions or comments, please don't hesitate to contact our office, or email me directly at karol@islandwideengineering.com Very truly yours, Karol Carvajal Project Engineer C JUN 1 2026 Southold Tope Board of Trusfees