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HomeMy WebLinkAbout1000-54.-4-3 ` Glenn Goldsmith, President r �0 Cpp Town Hall Annex Michael J. Domino 54375 Route 25 John M. Bcedemeyer IIIA ,_ }� P.O. Box 1 179 A.Nicholas Krupski �`"® �� ' Southold,NY 11971 Greg Williams 'h0l �`a�rr Telephone(631) 765-1892 Fax (63 1)765-6641 e BOARD OF TOWN TRUSTEES RECEIVED TOWN OF SOUTHOLD ` WORK SESSION & PUBLIC HEARINGS NOV - 2 2020) WEDNESEDAY, NOVEMBER 18, 2020 5:00PM &.5:30PM Southold Town Qgrk, A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, November 18, 2020 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.south old.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https'//www.southoldtownnV.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM -4:OOPM. Options for public attendance: - • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID. 962 8115 2407 Password: 299051 • Telephone- Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order Click on the name of the application to view the file. NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: rnXAOW JVA4rF2:K AlAWW6 S. C SCTM#/6 00 - YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit frorp the Board of Trustees to: 4VH0.11_11 AK/1'T/J 6, DGt�,F�1/�►/G�%�Cl�' CAPWWZ s1'14 r• 13L D c,e AIPIrI , C ONf'r-1-,*'v cr P/41iV6 sYJ 72!/-/ 7-0 ,&EV4)�� oC1A11fV4P AZ. I/v /,IVs,614,2XA o 9S 7. 77 .J',9. "MP 2: That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: q 20 0 44 / 1114EY "I Z OAP i PO 07—)VOW 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: G(/FVI(/ff pi1/QL; l9_z4ZU S-�f �1. You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME A/xDZ&VI,S a G . MAILING ADDRESS: /�S C,�� . C 0LLEG,E RVAt.NY. /J3✓� PHONE #: AGENT: HICAlAi5l A kW,_4Ce MAILING ADDRESS: Q. 0dox 117/ PHONE #: - A 9,0 7 Enc: Copy of sketch or plan showing proposal for your convenience. I ------— - -- - l3EVIBKIND , 7/26r18 ,bAerm. ALTERNATE INLET REMOVABLE INSPECTION COVER AERATOR MOUNTING CASTING AND CAST44PLACERECEMNG FIANCE IACA]ON - COVER WffH FRBH AIR VENT ASSEMBLY GENERAL NOTES -Krrrv.uncrooaArtxro P-0' EXTENDED AERATION BIOAJNETC-SYSTEM IDCIDNG LUGS mRNGUWR-AERATOR.AS TESTED AND HOUSE fartrnamwDmn[wm SOLVENT WELD r�'rcormurtvAt++o,e Nora CHAMBER o:wrcrrom+na rAmrt O0.5FAIDJ DEVICE Ia u�mcrv,o.R ' APPROVED SEALANT CONNECTION + OFALLTHRWGHfWGULAIR-PLANT DOAam MIL) �A p- gr BAP B4' g-0' NORWECOCONTRRVICETL IP NEB20-0. UTILITY FS FOUR INCHES OM CIES INLED OUTLET INVERT my MDI) E IIT• / i UfOURINCHEf MIET INVERTB igrl D�rr�µrApErocae¢trm 2/D./MGRDINJA I II IB / 1 A TWELVE INCHFf BF1DW TANK TOP FpgH AIpyFNT Fvwna•" ca.RA•A�wrSova SAMPLING B•KOMlW.SSW I II III ; I 111111' Illd � mAmriam BOK PVC CONDUIT ZOOM I.T=240VOLTS m ON DEEPER INSTALL"DNf PRECAST I I4'-J k-M O Eli] FWID4D GRADE RISERS MUST BE USED TO EMEND � � I I Ilr -_J AERAl00.MOUNTINGCAfTINGAND _ SINGULV0. GIIKLIIT A BKNUNETIC-SYSTEM MOUNTING - ABLATOR CONTROL PANEL -e•!�T7 NORWECO UWE BREAKER METER Z CASTING TO GRADE ouwlrt PANE � I S♦� H S♦S`` i II 1 --'I ®TANK REINFORCED PERACI STD 31845 a'DIAMETER I 'I I I IjL__ ♦ I m REMOVABLE COVERS ON RISERS WEIGH eu. INLET UNE II 14 \♦ I a•DIAMETER IN EKCESS OFfEVEN1YfiNEPOUNDS rK - _ — mcR NOTE _ I II II `♦ I EFF EEACH TO PREVENT UN AUTHORIZED OVrmw ER-GROUND PD -------IL-----------JL----- ..J au of 24 DXF16 ACCESS 1)BF24INCRESI)ELMICLVFR CONIXIRS sHALLBE AMIIIMUM BIO-KINETIC°SYSTEM 0 CONTACT THE LOCAL.LICENSED T CUAN BROW GRADE PpLTREATMp•TE MONEncGZ STING SINGSIAIR-DUTRIBUTOR FOR ;� COLLAR 2)ALLEIRTRICAL ORKTOBE CHAMBER AND COVER ELECTRICAL REQUIREMENTS PERFORMED IN ACCORDANCE T 3 WITH NEC ALTERNATE INLET _v3• FINAL CIAWFICATION CASXETED DISCHARGE T PUN VIEW CHAMBER FUY NGEASSEMBL `.•.',.:: 1XD®I.NORWNT CC073CUAN ` .(:+. n'(.I,• NORWECO FRESH AIR VENT ASSEMBLY - SINGUTAIR-TANK OUTLET COUPLING SAND COLLAR):.:•- _-+;-'( � TO 4'DIAMETER EFFLUENT LINE 120 VOLT-10-60 Hz-20 AMP SERVICE LEACHING POOL LEACHING P0O1 SDNCUWR AERATOR OPnONAL BLUE CRYSTA CTRIC INC I NE DIAGRAM TorALEAam+GrooLs Q (SEE NOTE I) CH SYSTEM B10.MNETK-SYSTEM DIOMMGE DETAIL --�E'y'-'M ''A-rt� r---r-ra' "�P �-r e[w®FI¢vcaotrolpOTTO SCALE) (31 BdaaR.DEEP GROUNDWATER g1rID Rorq F' AERATOR MOUNTING CASTING F _ SUPDLY ENTRANCE OPnONAL BE0.NEUTR UNDERGROUND POWER fLE�I D H ONN SYSTEM BIO-kMETK-SYSTEM MOUNTING DDEEEE AERATOR MOUNTING AND DFSTALLATION CMnNGAND OYER OEfNLDRAWING) __ _ F-1 y FRESHNRVENTWUH BIOKINEnC-SYSTEM CARBON FILTER 18'AFG NTING GROUTOR ---- fa• TO BE GREATERTWW 3' SYNTHETICSFAL 1 yy am' FROM WINDOWS oq APPROVED SEALANT BIONONEnC SYSTEM LOCKING WG O0.fFALING DEVICE I LU.,,UIri I ' RT7�'_____I fOLV@rfWBD 4- I _ �I CONNECTION _ CASTNG PICR4IP I `♦ i Y % 1 I B ! rj•S��QF136"T7 L- 1 \\\ \\ \\ \I \\ uT� 1�i1 ry P. GROOVE.TYPICAL do \�\ \\ 1\ g.a s4' 2 yr 2• 4•a• 4'-" a•otAMETER �____ _ ' r ) 1 1 I I / - \ I \ N'01'I 85 X 4.75 X 4.6 , EFFLUENT UNE -__ 1 1 11 1 1 \ r�JE✓'T LEACHING GALLEY fINGUUIR-910a�y I III Z' ° 1 m ; I \� 1 S, 1 z (TYPICA'L) SYSTEM�DETAIL) _ I I _ ''I SEAWARD LIMIT ' 1 111 1 BEACH GRASS ) I R `-���iF14i.Y SAMPLING BOX OF SEA GRASS I sFACFM LAND I I \ ri l 1 3' 6 —- — , 1 I 1 1 LOCATION OF PROPOSED W PRETREATMENT CFUMBFR BIO.KLNETIc•nsrw OunEr ENDVIEW I I BF.IOM SAND 1 1 11 I \ 1,000 GAL SANITARY U I 1 11 yPROPO4ED 80 X 4' I 1 1� SYSTEM z FINAL CLARIFICATION CHAMBER NOTE:TOTALSYSTEM CAPACITY 1.300 GALLONS W 13G kIlEdP D'f�Y WELL FOR I I f' SUBMERGED TRANSFER PORT CAST-IN-0UCE AERATION RATED CAPACITY 600 GALLONS PER DAY - O OLST,gNCE TO WATER SS I •din I 1 I!♦ '1 FRESH AIR VENT RPE W DER TRANSFER POR --- -- -- C �T GROBEN.SUrr,EY�p TON e ��_ �f RUMOFF i r N WIl}•{Ca.RgON FILTER A q 3 / \ E CONTROL PANEL LOCATION SECTION AA BIO STATIC-SLUDGE RETURN O _ EXTENDED AERATIONCIUMBER ® ® � Iso 1M�1 \1 I ,fi( rf 11 (S�Oa, m 1 \ ` UNE OF ETQSTING HOVSE -- - EL fis_ GRADE ® ! -; NRg',rEGE I ! I TO BE PAICLt7 NV�hME rETT]] o HIGH TRAFFIC .. sra.... u1 �T �N-OS ��� 'I LOCATION NEW �7 e PG SLAB n \ 26 FOUNDATION TO BEA a GRAD + PALE BROWN FINE TO < i 1\♦ PVCPIPE 39 I ' E PILING SYSTEM N COURSE SAND SW - =1 1=1; 1 1 1-1 I-1 I I _ I— 11=1 WRQ wNG 6a I BEACH GRASS 1 97Y FRAMED „III- WITH FILTER FABRIC t BEACH SANv m T2ASEo IDWFJJ TEST GENERAL LOCA.TON OF j a WATER N P O 81 11 I I � m I ETY uLIeS+Esn 1 HOLE''//'p EXISTING SEPTIC ' BROWNf STRUCTURES TO BE _ rr O l�O O COURSE SAND BEACH SAND m 'I 1 j 1 i \I /�/ PUMPED GLEAN ff v O O S�yBELOW AC m 11 111 PROPOSED `---�6 i , \ I/N r REMOVED IN r LSA END OF BORING a r,,a "-'may —Sat" Z I I 1 DECK&STAIR 1/( o ACCORDANCE WITH i a OO OO ' WATERENCOUNTEFIED am 1aq -I�--------- -37--- --_1� I Itp 9C.D.HS.STANDARDS tun Z CLEAN GRANULARO O O O m It ar E3EDow SURFACE I N 40.53'O'W 10999' 1 1 1 1 o GRAVEL B-ccKF SI Iu�C AIA.AROUNVBASIN OO OO TEST HOLE m.�•.m+o.��.r�.�,+A*�P�rw��A-mT�E - EXLSTINGDECKTO FOR FULL DEPTH I-IdOWVD GEOSCENCE w�a,�.Dur-nmuscuamwm nrr-�PI.+un-rt-arw.+n� .� BE DEMOLISHED BOX 1000,SOUTHOLD.NY 11977 muswErl¢.Duawaarewronxwan+Eruyrraoawm Z LA IY 631-76S3G77 m*uR1ay.Guauauwmremdsrnanmmuw.zvzrcwaawro�sva. L(♦Z� DATED 8/12/14 d 3 TEST HOLE PROPOSED PLOT PLAN KENNY'S ROAD 12 e•^'3 METP DEC LOT COVERAGE C.AL.CUtATIONS 1 Srdc r=wa I •� ' GW PROPERTY AREA 13978 PROPOSED 8'10 X 4'-0"DEEP STORM DRAIN DETAIL HCUSE 958 U 3 (1 REQUIRED) DECKISTARS 369 I � SJ SHED 97 Li TOTAL AREA xis' Li 18•-0'MAX C. to C � LOT COVERAGE 103% FLOW ' GRADE n` y syy y,ry y y y /y,/ y y mss. W f r y MIN TOTAL LOT AREA-13,828 9f rr •e SLOPE FACE PERSPECTIVE �o'� �� (Per Land survey) NAVD 0988) TAX MAP ooa �L s4-oo3 ; �o PERSPECTIVE VIEW BEDDING DETAIL DRAINAGE CALCULATIONS TOTALAFFi1 13,6285O-FT F}� AREAARFA(SF� C.ALULATION TOTAL CF FENWETLANDS AREA (5F) f•{•( FENCE POST MINIMUM 2 TOTALAREA:L3AW339a Pt HOUSE ANGLE FIRST STAKE TOWARD PREVIOUSLYLAID BA BUILDING S F. 95776 AREA(167)X 1.0 15995 EASEMENT O r' i"rte WOVEN WIRE FENCE FIRST FLOOR 957 FLOW y y�.� (6z 6 - 10/10 WWF PAVEMENT 5 F 0.00 ARFl.(167J X 1 O 0.60369 FILTER CLOTH TorAL r�� PORTICO EDOGTING SHED 97 G� EPTH � REDOREQUIRED, TOTAL-/4224 379 OTAL BUILDINGS Sa F, 1.423 fir% �• EMBED FILTER CLO HOUSE FOOTPwNT IAO BOUND HAY BALES MIN. 6' INTO GROUN USEM&OX4'-O'DEEP DRYWELIS 4.00 FAR 19% PLACED ON CONTOUR a, TOTAL DEPTH IS OF LOT ODD UPANCY L9% I DRAWNJM/MS nl PROVI� 4,00THEREBY CERTIFY THAT THE WATER SUPRY(5)AND/OR ANOT 2 RE-BARS- STEEL PICKETS OR NOTE SELVAGE DISPOSAL SYSTEM(5)FOR THS PROJECT WERE SCALE BNOTED 2 x 2'STAKES 15'to 2' IN GROUND MAXIMUM DRAINAGE AREA DESIGNED BY ME OR UNDER MY OTRECTION BASED UPON JOB F DRIVE STAKES FLUSH WITH TOP OF 1/2 ACRE / 1G0 LINEAR FEET CAREFUL.AND THROUGH STUDY OFTHE SOIL,SITE AND , HAY BALES GROUNDWATER CONDITIONS.ALL LOTS.AS PROPOSED, SIUiETM1NIDE0. SECTION DETAIL CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF ANCHORING DETAIL 4 SILT FEN DETAILS .AS OTMsIS DATE.CONSTRUCTION EFFECT FIFALTH DEPT STArtP , 3 STRAW BALE DIKE DETAILS Ms SA _ f U.S. POSTAGE PAID FC"J LETTER Michael A. Kimack, Esq. 111971 D, Nr Attorney at Law OCT 29AIVIO20 P.O.Box 104711-11.1111--1-1171111111 ITEOST6TE5fT6-1$21- CEK I 111, $6.95 6■95 Southold,N.Y.11971 7 018 3090 0001 4 915 0040 1000 11971 R2304N118466-1 41 it ST 0