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HomeMy WebLinkAboutCorazzini, Warren Glenn Goldsmith, President ®F S0 6° Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 5 Route 25 P..O.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples • �O� Fax(631) 765-6641 C®UN�d,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 11, 2025 Nicholas Mazzaferro, PE PO Box 57 Greenport, NY 11944 RE: WARREN CORAZZINI 1375 McCANN LANE, GREENPORT SCTM# 1000-52-4-1.5 Dear Mr. Mazzaferro: The Southold Town Board of Trustees reviewed the site plan prepared by Kenneth M. Woychuk Land Surveyors, PLLC, received on May 29, 2025 and determined that the proposed construction of a dwelling and installation of an I/A OWTS system is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code of the Town Code. The Trustees are conditioning that you set a line of hay bales 100'from the wetlands for the duration of construction. Any activity seaward of the hay bales will require a new submission to the Trustees Office. This includes, but is not limited to, grade changes, tree-trimming, etc. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within,Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincerely, Glenn Goldsmith, President Glenn Goldsmith, President S®� so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ®�® P.O. Box 1179 Eric Sepenoski lid Southold,New York 11971 Liz Gillooly a AAc Telephone(631) 765-1892 Elizabeth Peeples y® Fax(631) 765-6641 couffN BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NON-JURISDICTION INSPECTION DATE OF INSPECTION: coD INSPECTED BY: L Ch. 275 Ch. 111 COMMENTS: &yl s"1 rU cAi�aA o� ka t^-e_ 1 S cy`S 1 co(-e d YU ofI l of ea-C-H\f I _vlt a��OL V_10� c� kon 64 vj 2 Go Sv 10 Irl % S S i-oc1 - iD 0 u v - O fT,%LQ. � 1 C.fAa S , --hens_e -fir S.C.T.M.# DISTRICT 1000 SECTION 52 BLOCK 4 LOT 1 .5 DWELLING 13.0 4"SDR 35 ITCH 1/8"/FT GRADE 10.0 GRADE(9.5) GRADE 5%MAX EL(9.3) C/O TO GRADE INV7.96 DIST INV7.76 INV8.5 INV8.16 11 V7.86 BOX EL7.93 INV7.6 (6)EACH 4"SDR 35 4"SDR 35 8'0 x 2'DEEP PITCH 1/4"/FT PITCH 1/8"/FT LEACHING l�0 POOL oO OOOOO� EL 3.27 OOO O OO EL5.93 FUJI CENS _ WETLAND BOUNDARY AS HIGHEST EXPECT.GROUND WATER EL 2.0 DELINEATED BY BRUCE ANDERSON SANITARY INVERTS OF SUFFOLK ENVIRONMENTAL SERVICES OCT.20,2023 Qx x X x x , X x� z x x x x x x x A X X x x x x x x x x x , x x x x x x x x x x x x x SEPTtC x x x x x x x x x x x x x x x x x , X X X ;115;1� X X X % X % X X x X X kSANITARY NOTES � XxxXXXXXzxXx x x % x x x x x x z1.THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. L� , .x xx %xxxxw WETLANDS xxxxxxxx X%X%x . x x x x x x x x x x x 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE \ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SHALL BE PROVIDED TO THE SCDHS x x x x x x x x x x z x x z x x x x x x x x x x \ x x x x x x x x x x 3.PROVIDE A 2"VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE x x x x x x x x x x x x x x` x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS � t\ x x x x x x x x x x x x x x x x x x x x x x x x 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE �� x x X X x x x x x x x X X x x x x x x x x % x 65� x xxxXxXXXXXXXXXXXXXXXx XXXXXXXXxXXXXXXXXXxXX x � X x X x x x X x x x X x x x x x PROPOSED SEPTIC SYSTEM UP TO 4 BEDROOMS _ OR O� /M/ \\ � x x x % x (1)FUJICLEAN CEN5 500 GPD(OWTS) /> ::a 't \•; ^! O\.\X�G)S pANEU , QFl(j�Q� (�LEACHING POOLS 8'0 x 2'DEEP 4 dR ;,-.-. I_ SERVICE Rq T — _ o p F _ (3)EXPANSION LEACHING POOLS 'FA ^ �y H t;r Q� o "���P�E�` AN TP R PUMP ECTR1 RO`pEL F WAVE ACTION IF OF ol. �, �� I TACO i \/ ti� 61 Y Wo t A,1401 OF SUFF •, y ' �Y 2 2(]�5 g��. �� I �l 1 pUN vA A50, SANITARY DESIGN BY: I o s• �` ¢ C CANT LUI NICHOLAS MAZZAFERRO T0��'I- IN,� PO BOX 57 i !._. __ �cxJtt, i i Ec..,•n� IC& GREENPORT, NEW ORK 11944 r•, FT _•. ELF_ _. PHONE: (516)457-55 6 -- - '_- - .._. PIR SUOp"UY \ FLOOD ZONE BOUNDARY EMAIL: NICKMAZZA I=RRO@VERIZON.NET EL6` SESO I G0. :::::.:?°:,:;tip. OF NE y i 8 x (TENS »is's?>s» \ �'Q � SOX a o•;::::xc;;;:..P 2-0DISTRIBD FI `ot: : >': QOSR� * (6)$OX2 x 8 G Q��QR O�P::�;;:o o�``G0;1;F:..:�:.•:b:�>,G«:::/'A:........ ::.::..ti/D...:RR:�::.::•.�.:•./E 11b/�1\/_eR�A1O`�p O�FFR���\�3 G \J/— */��G��c O .............. ..... —f— � IF ELO ::O ... ..... w G N�( SER�RTBNFA GET SZE ER gK N t5t-, 30s NEGRADING S PROpOSED WLI-W150 16\Y­ Lk 1 NICH` -h1l�ZZ PE NYS LISC#057095 203 ti SHED /I I w IN, 'IUD 56 I o / o Gus�```� 9IN, 110 � \ �/ of EL 6.2G�` TO 00 �90 N O O I I PRO P 0 1 \ / WE � ' 228' sEPT�c 10 VACANT GRADE CL 5 , : o� TIN �Q. 9L�� /E/ D5620 GROUNDAIR HOSE AND .._.. -^O\ ELECTRICAL SUPPLY TP TREATMENT UNIT FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD NITS CL 5. \ DWELLING ELECTRICAL PANEL 1 0 COVER #> TO GRADE a FIMSHE.GRADE MIN A"DIA BOR 35 PVC PIPE OR EQUIV —p• O �P PITCHED IIB'PER FT MIN MI INLET CIRCUIT d BREAKER 30AMP ® ® ® ® DEDICATED ® ® ® ® --ELECTRICAL SERVICE TO ® ® ® ® HYDROACTION CONTROL PANEL Ali 022.45" ® ® ® ® ® ® 021.65" ® ® ® ® ® ® 1 INLET, . 7 OUTLETS r. 1r_,_-_,_ Fuj1C1ean 2 MIN G COPJTRDL ROUNDWATER 020.65PANEL USA I BOX ACCEPTS: LIGHT COVER#3009C Toward Clean Water... LEACHING POOL TOP VIEW HEAVY COVER#3017-C20 NITS GRATE #3017-G20 6"TALL RISER#3009 SCUM BAFFL B /12"TALL RISER#3009-R12 3 -74"5 1 CHAMBER Volume(gal) 23.55" / 1'-114" " 78 EC LIFT PUMP Sedimentation Chamber 198 _ NDCAP TYPE Anaerobic Filtration Chamber 198 b ` AIR LIFT PUMP � � LEVELING DEVICE Aerobic Contact Filtration Chamber 95 ISINFECTION '� .M-. CYLINDER(OPTIONAL) Clarification Chamber 44 c Q Dfection Chamber 4 ch 4"INLET PI 11 "OUTLET PIPE isin C Total Volume 540 2"INCREMENT, w h; ,; = BOX SEAL, 2 10�AL !A TYP. �.;�;:, ',> :r:; POLYLOK SEAL 8 SPECIFICATIONS :ti #3001 TYP.40PLCSTYP. Anaerobic Media PP!PE MIN. 12"COMPACTED SAND OR FFLLENT Board Type Aerobic Media PVC/PP/PE PEA GRAVEL LEVELING PAD NLET BAFF © ® AIR LIFT PUMP Aerobic Media PP/PE POLYLOK 20"D-BOX FRONT/SIDE VIEW Blower 2.8 cfm MATERIAL-HDPE Tank FRP Piping PVC!PP 1 PE DISTRIBUTION BOX POIVIOk DETAILS RECIRCULATION PIP LOW BAFFLE 3/4"AIR INTAKE Access Covers Plastic!Cast Iron FLOW OPENING(TYP. (CLEANING OPENING) Disinfectant(Optional) Chlorine Tablets B ZONED R-80 774E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FEMA MAP#36103C0159H FRONT YARD: 60' MIN AND OR DATA OBTAINED FROM OTHERS 20"ACCESSCOVER 20"ACCESSCOVER 20"ACCESS COVER /--DISINFECTION EFFECTIVE 09/25/09 SIDE YARD: 20'MIN, 45' TOTAL (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) AREA:126,178.94 SQ.FT. or 2.90 ACRES REAR YARD: 50' MIN ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERA770N OR ADDITION TO THIS SURVEY IS A V10LA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 7741S SURVEY COVER ELEV.8.5 MAP NOT BF54R/NG THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN PLUG OL DRBROWN ONLY TO 774E PERSON FOR KHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON 9-4 8 118' (THREADED) SDUARE ;. , LOAM 2 LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. BRGWN 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE Sc LOAMY CGNCRETF BASE *' CLAYEY SANEs• NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS © CLEANGUTBOX AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY CLEANOUT PALE ADAPTER ADAPTER BROWN W.��•».A�.._ ME oIum SURVEY OF:sw T DESCRIBED PROPERTY 01 CERTIFIED TO: WARREN CORAZZINI; 3'� 30 DEGREE FITTING COARSE \ ••, 4'-14 O SAND L MAP OF: s'.P 'tt ` .1 Lf` rp ERIN MURPHY; HIGHEST EXPECTED 1 3 ea WATER IN WA ER EL 2.0 p 31_ 8 © 3'1$,. ® 3'-1 ' SW PALE FILED:4 ' dd BROWN MEDIUM .� r` -Aj © FLOW To SITUATED AT: GREENPORT s w COARSE SEWER LINE SAND 1' :w 0 14' TOWN OF: SOUTHOLD CLEANOUT DETAIL N. SEPT 1,2023 I KENNETH M �POYCHUK LAND SURVEYING, PLLC \a�tCi' �°m-'�,.•• "w [!1 NITS K.WOYCHUKLS SUFFOLK COUNTY, NEW YORKw': .. r t��. z- .� ` Professional Land Surveying and Design `°�*�'+�` �,)u�ii•. P.O. Bog 153 Aquebogue, New York 11931 REVISED 9-18-2024 FILE # 223-62 SCALE: 1"=50' DATE: MAY 20, 2023 SECTION A-A VIEW NY.S usc. No. 050882 PHONE (631)298-1588 FAX (631) 298-1588 ' 12 nto-aa :� ,, .EE==.. H.,E��s:, �� •..;1 .; ..,,'s- ',:. -a>• t;„cc,, �- Y ,#� � < ,��. �_ A �'�i��, �c � c �,a a.teao '' d ''� �. 3 ,�€''� s. �\i ., r� y, �'• •�Ed,.�3.f,a %-�.., ".: y �, ,+a, �.�- I \1. ,xa. ,m,�'; .,5„- Y� ,«�, - , � �. �_� �::- O e°� \. i..•1 �.,� .siX �"a.. '-\g;� s8avctxD.£ ';t 4`� €,«. � y '`�_ ,6 '�, '� _€� t,�.. . �� •O "t � �. a 'ems �s's:. '1 ,;?bEEbEO:NQ 4 i5 A �� __.� � �� - � _ l -��' fiE� <'u. ,a. k .p ° k` • a \�•: d y -` ,.. E OMDJao15 �' ;> fit.. b`` t` - '*<f; 3#a,. m 1 '' � ,10 "� »4 ,�� b:� Q• 9 yt §��, ^..' ,yj L �< 3:.� - '� �i, �. � _ '§' ''Es 2.: �-� ' )\ a. ° r�. M a st°'`t a o6 '°T 4 u .` - of e.ae a.a ♦ }. 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Y�' MATW M a -- „, ': fi , SEESEAO.058 t .,e °" � .�...ean.ac _ .,.�.. v COUNTY OF SUFFOLK O NonoE K 100o sEcnw w, E DarJ .�¢ann .nova �Ma nSs.ol v° '1 aa• /falu.av uw-nBw�.M.16wtW N3E00. Y 1V D ______ ,� —W.€ Real Property Tax Service Agency of _ _# 9 gN6IN VaNNW E SOUINDD 52 E .urt iA-- -- -- -- u. —_— n� nn a t00 C�nEwM�c.WrzrAmC N!'1190( W caWNLv(wnBRt061E0 M• D y�e�__ __ __..__ eeior (21) eve u 0 — - . - YTMrtMlirtnx Fee SC�6TE P .. __ g itFALHO921YTNtMBGY. N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer May 29, 2025 Design, Construction, Inspection Town of Southold-Board of Trustees PO Box 1179 Southold NY 11971 EC E I V L: r Re: 2720 Albertson Lane Greenport,N.Y. 11944 MAY 2 9 2025 District-1000, Section-52. Block-4,Lot-1.5 south old Town Board of Trustees Request for Letter of Non-Jurisdiction I am the Engineer for the design of the property improvements. The property owners are applying for a SCDOH Permit for an I/A Wastewater Treatme nt System and a Building Permit. The owners are requesting a Letter of Non-Jurisdiction from the Trustees for this project. The request is based upon the following: The new structure is located 120 feet from the wetlands area. This is the rear corner of the structure and it will be the closet point to the wetlands. The new septic system will be located 165 feet from the wetlands area. This is the rear part of the system, and it will be the closet point to the wetlands. The balance of the elements are located further away. A copy of the proposed site plan is attached. Y Property Owners: Design En ig Weer: Warren Corazzini Nicholas Mazzaferro,PE 1375 McCann Lane PO Box 57 of N W y Greenport,NY 11944 Greenport,NY 11944 y 1. oR� 631-445-8315 5165-457-5596 y � O cc AM 4! 05- 09y pR0FE5S10N��