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TR-10734A
��� So Town Town Hall Annex Glenn Goldsmith, President ® 54375 Route 25 A. Nicholas Krupski, Vice President �® P.O. Box 1179 Eric Sepenoski B Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples �® Fax(631) 765-6641 UNTy,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICETHE ACTIVITIES CHEOKED OFF 72 HOURS PRIOR TO COMMENCEMENT O BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 sc day of construction '/2 constructed When project complete, call for compliance inspection; A5-13UILT SITE INFORMATION: -SUFFOLK COUNTY TAX MAP ID: I OOO-GG-02-35 ���� A ' -EXISTING 5 BEDROOM HOME NO PROPOSED CONSTRUCTION. -LOT AREA:ACRE 0.30G. 13,074.95 5F. -PROPERTY LOCATED AT G20 ROGERS ROAD SOUTHOLD,TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK c e -SURVEY PROVIDED BY:KENNETH WOYCHUCK L5 OG-19-2023 -VERTICAL DATUM-NAVD'1988 DATUM -PUBLIC WATER SERVICE -ALL HOMES WITHIN 150LF OF PROPERTY CONNECTED TO PUBLIC WATER SERVICE EDGE OF PAVEPdENT ; -SURFACE WATER 4 WETLANDS SHOWN ON 51TE PLAN. -) L-Li GENERAL NOTES: R 0 GF"-7j R S o R OAD w 1. DESIGN FOR 5-BEDROOM HOME.FAILING BLOCK CESSPOOL. ��� 09 A 2. VA OWT5 SANITARY REPLACEMENT DESIGN-SUFFOLK COUNTY 51P GRANT PROJEC . Nd1 ON 3.SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OWT5 SANITARYSYSTE A9OFEJ ` 73 75.00' CONSTRUCTION ONLY.EXACT PROPERTY BOUNDARIES,UTILITY LOCATIONS AND ELEVATI _ O•E r rr FOUR(4)PROPOSED V x 20'EUEN GSF GEOTEXTILE ARE NOT GUARANTEED. S 2J 3)20 F EL• SAND FILTERGRAVI YTRENCHESSPACED4-FEET 4.ELEVATIONS BASED ON PROPERTY SURVEY PROVIDED BY KENNETH WOYCHUCK L5 OG-19-2023 y r=�,RR� APART WITH S-INCH ASTM C-33 SPECIFIED SAND SIDE 5. ONSITE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING SITE 106,Or yyp ? V WALL AND UNDERLAY.MAX BURY DEPTH 30-INCHES _ TO BOTTOM OF SPECIFIED SAND.DISTAL END OF WORK. FUTURE EXPANSION EVEN TO BE VENTED TO A 3'CARBON VENT. G. 501L TEST HOLE DATA PROVIDED BY HOMEPORT ENGINEERING PC OG-27-2024 W ? °' �p 7.EXISTING SANITARY CE55POOLS(5)TO BE PUMPED AND REMOVED AS NECESSARY PER 5CDH5 FYI N I STANDARDS. FYI '2 9 ice.( PROPOSED I/A OWT5 SEPTIC SYSTEM FOR UP TO 5 BEDROOM RESIDENCE: �- �y0 1. ONE(I)FUJI CEN-7 I/A OWT5 WITH DEADMEN FOR ANTI-BUOYANCY AND 90°ADAPTER I Q ° PROPOSED POBOX 2.ONEM FUJI MAC I OOR BLOWER,VENT AND FUJI CONTROL ASSEMBLY. DISTRIBUTION BOX W 0 3.ONE(1)POLYLOK DISTRIBUTION BOX LU 'd Y �4� 4.FOUR(4)20 ROWS OF EUEN GEOTEXTILE SAND FILTER(G5F)TOTAL OF GO LF. Z Q EXISTING PUBLIC p 5. TWO(2)20'ROW FOR FUTURE EXPANSION w O WATER SERVICE 1 4 ti G.APPROXIMATELY 40 YARDS OF CLEAN SAND FILL FOR USE BENEATH SANITARY LEACHING COVERED COVC.PAi70 Q � }• �+ `> ---PROPOSEDENFOR ENd VA OWTS STRUCTURES AND FINAL GRADING AROUND I/A OWTS. U�//�� WlDEADMEN FOR v/ Z CNI ANTI-BUOYANCY&90'ADAPTER GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: I. VA OWTS SEPTIC SYSTEM DESIGNED FOR UP TO 5 BEDROOM HOME PER SUFFOLK COUNTY w W EXISTING VEGETATION TO BE ;:; ;;:;::: e REMOVED AS NECESSARY DEPARTMENT OF HEALTH STANDARDS(SCDHS). '::g ::::.,o•: _ EXISTING OVERHEAD a" 2. INTERIOR PLUMBING AND INVERT TO BE RELOCATED BY LICENSED PLUMBING CONTRACTOR AS �N::: ELECTRIC SERVICE �� "•'�`„ f SHOWN ON PLANS. U O O -'J: Id PROPOSED WASTE LINE �$x1 `7�i" 3. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION PENETRATION AND U 1 pu' INSTOALLEOBYucENSEN.4-INCH D�IRON 4-INCH PVC 5DR35 DOWNSTREAM OF FOUNDATION. 6 PLUMBING CONTRACTOR. 4. I/A OWT5 SHALL BE TESTED FOR WATER TIGHTNE55 PRIOR TO ARRIVING ON51TE U51NG THE F— N O '" : FUJICONTROLPANEL,MACBLOWER METHOD APPROVED BY MANUFACTURER. > (p ry cn 13g':':• ro a ASSEMBLY,AND VENT 5. THE DESIGN ENGINEER SHALL OVERSEE THE OWTS DURING SYSTEM STARTUP. w w G. THE OWT5 INSTALLER SHALL BE LICENSED,HOLD AN ENDOR5EMENT FROM SCDHS AND BE A :�. FUJI AUTHORIZED INSTALLER. _ a EXIS.SANITARY BLOCK 7. THE OWr5 INSTALLER SHALL REGISTER THE ON51TE TREATMENT SYSTEM WITH SCDHS. THE CESSPOOLS TO BE PUMPED AND DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS REQUIRED BY SCDHS. (3.2'! t� j y,T::.•: -CP , ABANDONED OR REMOVED PER E.: �i scDHs STANDARDS. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE °; ILI Ui ,D0 PROPERTY OWNER SHALL BE PROVIDED TO SCDHS FOR I/A OWT5 AND EUEN SYSTEM. 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. tu J vNP�E 10. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. _ 1 1 1. CONTRACTOR 15 RESPONSIBLE TO OBTAIN TOWN B PRI BUILDING PERMITS AS NECESSARY OR TO O z a �� p4 2r10�`�' w¢ INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. 0 3 -sue, Z M c� 12. THE CONTRACTOR 15 RESPONSIBLE FOR DE-WATERNG AND ACQUIRING ANY NECESSARY -dow to Q � o v mot' Q 2 W DE-WATERING PERMITS IF PUMPING GREATER THAN 45 GPM.GROUNDWATER I5 ANTICIPATED TO >O o z3� >00. BE APPROXIMATELY 4.7'±BELOW NATIVE GRADE IN AREA OF I/A OWTS. 00 a Z m "A o a 13. NOTE THERE 15 AN EXISTING HOUSE TRAP.I/A OWTS TO BE VENTED THROUGH 2 INCH CARBON Z g 3 Z m VENT.EUEN SYTEM TO BE VENTED THROUGH DISTAL END. Ur p W i1 _4g 14. MAINTAIN I O-FOOT SETBACK FROM TREES TO EUEN. �/� CU ✓�. 74 LEGEND V/ Q„ Q V ^ �J', q-CAST IRON lP-UNEAR FOOT W Z =) t=2 `6 Cr-EXISTING SANITARY CESSPOOL M-PSSO MANIFOCHING LD L z Z •)�' Q J CTG-CUT TO GRADE MAX-MAXIMUMc1j Z (� C�' DB-DISTRIBUTION BOX MIN-MINIMUMFr`� EL-ELEVATION OWI5-ONSRE WA5TEWATERTREATMENT SYSTEM ` i UJ W \O 0 Ex-EXPANSION POOL PT-PERCOLATION TEST r••• W Y DO5-EXI5TING SCDn5-SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES L FPE-FINISHED FLOOR ELEVATION ST-SEPTIC TANK _ V IEDDF= GE-GRADE ELEVATION TH-TEST HOLE O Ur a Q z GPD-GALLONS PER DAY V-VENT `r I— r� ^ p nEGE-nIGHCST E%PECi®GROUNDWATER iB-THRUST BLOCK Z W FRI 11LLr� `(,/Vv°`1 I@PL7 �, IIA WI*5-INNOVATIVE)ALTERNATWE aVT5 TYP-TYPICAL UJ EL'�.= 1E_INVERT ELEVATION IN,1-WATER METER } r- } '76.7OI Q I on— a- MAR 7 2025 ��_ ~ it W •>� •� x �41D�3'00 APPkQVED BY Southold Town G��i�' BOARD OF r�USTEES o°- Board of Trustees :TOWN-OF- SOUTHOLD DATE n DATE:07-02-24 M�` C� ' SCALE: 1:30 SANITARY SITE PLAN DESIGNER:JB SHEET: SCALE= 1 :30 0 30' 60, s ' � ��+ '�A"E� 'rACCESS '� ACCESS COVER DESIGN NOTE5: (TYP) mp) (TYP) (O p"� x4• ) -FUJI CLEAN CEN-7 FOR RESIDENTIAL STRENGTH WASTEWATER UP TO 700 WD O GPD. DE51GN FOR G-BEDROOM GGO GPD. t NECrt om—OXo! 14M WM J ••o O� �' _r�• OARUTwE -SECONDARY SAFETY COVERS TO BE INSTALLED UNDER ALL TREATMENT u GHT L� r CONTACT MEDIA UNIT COVERS. oaxm eu rvnua O -TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL BASE -,a,„,�®� W;,,,•,, AND PROPERLY 13ACKFILLEDPEP,MANUFACTURER RECOMMENDATIONS. � DIAVON -U5E WITH MAC I OOP,BLOWER AND FUJI CLEAN CONTROL PANEL. „ ,,,,•�,,,�,,,,,,�„ `Fr""P INSTALLATION TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED INSTALLER s'-� © ® s-�• ONLY. e: s'-�• 4'-11" 4'-11• -START-UP AND SERVICE TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED ® CMIA SERVICE PROVIDER ONLY. - O �� ERA ASSEMBLY FUJI CLEAN CEN-7 ANTI-BUOYANCY CALCULATIONS W/CONCRETE DEADMAN 71 MATERIAL PROPERTIES: 0 a - d WATER: 7.482 GAL/CF 8.34 LB/GAL G2.4 LB/CF I I CONCRETE:DRY: 150 LB/CF SUBMERGED/NET: 87.G LB/CF SECTION A-A VIEW 8•-0• �)•�•� SECIZONB-BvEEW SOIL: DRY: 100 LB/CF SATURATED: 1 17 LB/CF NET: 83 LB/CF FUJI CLEAN MAC I OOR BLOWER SCALE:NT5 FUJI CEN-7 TANK EMPTY AT FULL SUBMERSION (G.0 FT): TOTAL VOLUME: I OG9 GAL DRY WEIGHT: 705 LB 1,_Is, B TOTAL BUOYANCY: I OG9 GAL X 8.34 LB/GAL = 8,915 LB V 3' 2'-9 —�• ' CHAMBER volume( ) POST AT ANANGL Z r ro uLow wnreR ro Sedimentation Chamber 397 PRECAST CONCRETE DEADMAN: RtIN OFF W O UFrPUWN '' Anaerobic ntactFil Chamber 396 DIMENSIONS: 8 FT LONG X 1.5 FT WIDE X .GG FT TALL = 7.92 CF }- ® Am�T PU61P i Aerobic Contact Filtration Chamber 181 M BAfi mFECTIDN Clari<cation Chamber 90 TOTAL DRY WEIGHT: 7.92 CF X 150 LB/CF = 1188 L13 ICLEAN NEMA 4X U) z CUNDER CQNTROL PANEL (OPTIONAL) DWnfectimCh—ber 6 NET WEIGHT SUBMERGED IN WATER: 7.92 CF X 87.G LB/CF = G94 LB W o Q 4•INLET •onnErPWE Total Voh-a 1069 Ix W�I'� 4•—B4" AL , !A SPECIFICATIONS V O Anaerobic Media PP/PE SOIL WEIGHT ABOVE CONCRETE DEADMAN AT FULL SUBMERSION (G.O FT): a TOBLOWEP ROL Board Type Aembie Media PVC/PP/PE r, O INLET BAi AXRLHE RiM14• AeIObtC Media PP/PE DEADMAN SURFACE AREA: 8 FT X 1.5 FT = 12 5F 0Wr5ROLWIRINGTO V LL 1_ ® Blouer 3.5cfm O Took FRP VOLUME OF SOIL: 12 FT X G.0 FT = 72 CF 55uETReareo D N ftig PVC/PP/PE NET WEIGHT OF 501L SUBMERGED IN WATER: 72 CF X 83 LB/CF = 5,97G 4X4POST Access Cols Plastic/Cast Inca CL rR PZ515TANT x-irtvErmtq N'HPE , 'r .�,� Disinfectant(Optional) Chlorine Tablets LB V! t•_b`• RE IRCUl/1T1IX!WP ,_ _ B BY MANUFASUPPLIED cwwOPENmatm _ OW.BAFRE BY MANUFACTURCR FUJI CEN-7 I/A OWT5 w/ANTI-BUOYANCY ANTI-BUOYANCY CALCULATIONS: NET BUOYANCY OF TANK: 8,915 LB-705 LB = 8,2 10 LB FASWIM OVER Ts'eu cmcTnr BREAKER NOTES:SCALE: NT5 NET ANTI-BUOYANCY OF DEADMAN (2): G94 LB X 2 = 1388 LB MAWBREA)ER ELECTRICAL PANEL FUnror-�LPAXE1. NET ANTI-BUOYANCY OF SOIL(2): 5,97G X 2 = 1 1,952 LE, HOUSE PANEL TOTAL NET ANTI-BUOYANCY: 13,340 LB aR StOWCR cBLt cBLt-zoAA>ps-IzovwC BI 13,340 LB/8,2 10 LB = I GO% > 1 50%5CDH5 REQUIREMENT FRa+SD euING To FUJI CEN-7 ANTI-BUOYANCY CALCULATION FUJI CLEAN CONTROL PANEL DETAIL FUJI CLEAN CEN-7 SINGLE LINE WIRING DIAGRAM SCALE: NT5 SCALE:NT5 SCALE:NT5 M Z n /n M V_ pI IM\ C0 CJ .— W C) Cl Z Z w J I— LU Z Cj — F¢— ....................................................................................................._..................................................:.................................................._...................................................................................................................................................... >_ 0 10 3•CARBpN VENT ON ELJEN GSF SYSTEM Q ~ FFEL 8.6t 20"POLYLOK :&INCH BED OF SPECIFIED SAND ASTM C-33 BELOW ELJEN GSF SYSTEM } d p CLEANOUi 6-INCH RISERS TO GRADE; DISTRIBUTION BO)4 :BOTTOM OF SYSTEM SAND EL 3.4' FmS GRADE EL 7Art: W X EXIS GD EL 6.51t TO GRADE PROP GRADE EL B.St: W/SAFETY GRATINGS : EXIS GRADE EL. Q �p ¢O PROP INV 5.5t ,•_� _ _ ¢m0 5 .....................................................E:5... ......... .......... ............; ....................:..........................._ :::: p . ........................ CL ............. IE:5.0't IE4.8t _•IE:4.6't IE; t i . . . . . .. . ..... . ......................................... . . . . . . . . ... . .. 4-INCH PVC SDR35 ......:........ 4-INCH PVC SDR35 BOTTOM OF SAND 3.4't Q MIN SLOPE.02YLF 44NCH PVC SDR35 MINS�-0PE.Ot'/LF MIN SLOPE.07'/LF + D CC Yf/ HEGW 1.4't HIGH EX ESTPECMD GROUNDWATER 1.4' HIGHEST FJ�EC7ED GROUNDWATER IA' ® LLL 0'............................................................. - .. ............................................................................................... - FOUR(4X)20'LENGTH ELJEN MODULE GSF GEOIEXTILE SAND FILTER TRENCHES 4FOOT WIDE SPACED 4 FOMAPART:SPECIFtED SAND'FILL'AS SROWN'ON'PtAN DETA1t'S-MINIMIM'2}f OOTSETBACK FRONT- BOTTOM OF SYSTEM TO GROUNDWATER 2'SETBACK TO GROUNDWATER SHOWN.N%TIVE COVER MAR ^O�� DATE:07-02-24 aFUJI CLEAN CEN 7 VA OWiS MATERIAL ABOVE SYSTEM USE 3"CARBON VENT SYSTEM FOR DISTAL END OF GSF SYSTEM. I1 W/PRECAST DEADMAN: SCALE: NTS Southold Town DESIGNER:JB -5' Board of Trustees SHEET: 10' 20' 30' 40' 50' 60' 70' 80' NOU5E SANITARY ELEVATION PROFILE SCALE:NT5 SEED AND LOAM TO PROTECT FROM EROSION ova A- GRADENT56.0'_-t � I+ b LOAM FL FACEwmuOOew (OL) 5.0'± � GEOTEXTILE FABRIC �•�_�-_••� _ TEST HOLE INFORMATION CO1�•CEO4�m�"' SANDY CLAY PROVIDED BY HOMEPORT GEOTEXTILE SAND FILTER(G5F) DRAIN-FIELD CALCULATIONS MIN. 6„ ermvFUDmFND n uD FIDORm"ORsmuenmE 6NLTEOROn�11 (CL) EL ENGINEERING „ bl TADLECOFFJI m .7'± PROPERTY LOCATED AT MAX 17 Ln G20 RODGERS ROAD TOTAL LEACHING AREA: RED SAND SOUTHOLD,NY 1 1971. DE51GN FLOW FOR 5 BEDROOM HOME: 550 GPD INTERIOR °•_••gndppR / (sP/SW) EL DATED OG-27-2024 FUJI CEN-7: CATEGORY I I/A OWf5, SAND 501L(5P) 7" ELJE M DULE `; mro. m DEPTH OF TEST HOLE 6.0'± „ YYAi°1ONE WATER IN 13 IILGHESTE1fPECTED 501L PERCOLATION RATE <5 MINUTES, APPLICATION RATE 1.2 GPD/5F 0F��S�O�P 18 ° GP.OUNDWATEP. ELJEN MODULE GEOTEXTILE SAND FILTER: G 5F/LF RATING SF,IIeTN11°L—� RED SAND srArEAnENr: 550 GPD/ 1.2 GPD/5F/G 5F/LF = 7GA LF = 77 LF OF TRENCH 611 ,mmLwaroxcAsr"mN EIlFN90N FRmI (5P/SW) EL -TE57 MOLE 5HOW5 FOUNDATIOHBEFORETRANSIRONTOPO a o.o,±GPOUNDWATER 77 LF/4 TRENCHES = (4) 19.3 LF TRENCHES MINIMUM PECIFIED SAND ASTM'C 3 1511O101IC0YPLL►Nf®iL156EWE11PPE FNCOUNTEP,EpATEL 1.3't WATER ENCOUNTERED nEGw EL I.ti . ELJEN MODULES COMES STOCK IN 4-FOOT SECTIONS CLEANOUT AT FACE OF BUILDING AT FL 1.3'± ROUND UP TO 20 LF PER TRENCH. TOTAL OF 80 LF OF TRENCH. 36"6" 2-FOOT SEPARATION TYPICAL CLEANOUT DETAIL TEST HOLE INFORMATION DE51GN FOR FUTURE EXPAN510N: 80 LF X 0.5= MINIMUM 40 LF EXPAN51ON TRENCH MIN. TO HIGHEST SCALE:NT5 5CALF:NT5 SHOW 2 ADDITIONAL 20 LF TRENCH5. 4811 EXPECTED C31ROUNDWATER TOTAL AREA: FOUR(4) ROWS OF 20 LF TRENCHES,TWO(2) 20 LF EXPAN51ON TRENCH. W C) ELJEN MODULE G5F - V Q CF) GEOTE>MLE SAND FILTER DRAINAGE CALCULATIONS w O V_ EWEN G5F - GEOTEXTILE SAND FILTER MODULE SOIL PERCOLATION STATEMENT 55 co Z THE SOIL TEST HOLE BY HOMEPORT ENGINEERING PC FOUND SW SOIL AT 3.3-FOOT BELOW GRADE. w W Q SCALE: NT5 SP/5W SOIL PERCOLATES AT A RATE OF<5MINUTES PER INCH. ® . CONTRACTOR TO REMOVE 3.3-FOOT OF NATIVE LOAM SANDY CLAY,APPROXIMATELY I-FOOT BENEATH PROPOSED --- - - - -- -- ± U 0 � i J V LEACHING TRENCHES DOWN TO SP/SW SAND AND FILL WITH CLEAN SAND FILL SP/SW. U a/ i (U IMPORT A TOTAL OF 20±YARDS OF CLEAN SAND FOR BEDDING IN TRENCHES BELOW AND ADJACENT TO EVEN GSF N o 1�' SYSTEM. O .SION 0' MIN WLLJ 501L PERCOLATION STATEMENT U) t SCALE:NTS _�j[ ODELS AS CEN SERIES PROVED PREVIOUSLY SC 'V , APPROVED FOR USE BY SCD"5 ALL MATERIALS SCHEDULE 40 PVC(TYP) • C� U PN� /y © �G I T�•SCHEDULE 40 ENO CAP CLEAN ER FROM BE INSTALLED TO PROVIDE ACCESS TO THE 7SCHEADAPT U P0ENDLUG A ADAPTER FROM AEOVE(fVP) 00 AfUST INSTALL OUi TO GRADE 4.R7 ` AC CORDANCENCEW-U STANDARDS .ram•\ SCANS STANOAROS(SEE INSTALLATION GUIDANCE ° I NOTE 7). TOP VIEW_T_jOW) •+�.� Z DIAffNSI0N5(,YP) t \ 1 a• 70P VIEW(TYP) 24' rz (� {••L�, �. ,^ �iJ L i OUTLET SOLVENT WELDED TO TSDR 35 PVC RISER •r— l � OO 4•LONG STUB OF4•SCHEDUIE— PIPING EXTENDED V� v 40 PIPE CONNECTED TO FWI UP TO GRADE W n- wCLEAN CEN UNIT(TYP) LENGTNVARIES(T1'P) 0 0 Z Z ILu ddD.ViEWm'P) Z VSOOC-G3 IN LATERAL `� W W ILJJ INLET PORT V• (\�' ADAPTER ALL 4*OPENINGS SIDEVIEW WITH /♦♦yo CD ,.c DIMENSIONS(WP) O W (W 11 E .4 COVERED CONIC. PATIO � EXTRA S�E�WmP1 .� ¢x / O 5 MI ED� I Q o 0 4'SCHEDULE bab9L'n[dCroofdL•mi=e•OANPYe.°0•°w maAaom L N m aDno CA- t. e.dummrea tuw.bmrnmweiam a.udMw.s®wez�ma rJ C O 2MbpdMb.•Gm.nbvrymmp4n mYmb4mmae mflhm,bam4 moadd vl. L• • • • • .• • •• •• •• •• •♦ ' •�,',.]{QI�O� ��� . , • ' . • O 0, ( I �bmMaes�b OriSlmYUlbaYaWF..olOnmdNtlY,nelNmIMMa.etlaamd,.eebY,e.ME}mebM bFeieomaV•vp+ro.u'pSo t ., a Q O • • • • • • . ' ' ' • • ' ' ' ' ' ' ' • ' • . • ' U) • • • . . • • • • . • • 54 • , • • • 'SCHEDULE40• . . • • . • • C LOTNLGESrRSJOBVOEF4TWEIDEDTO'r • • • • • • • • • • • • • • • f • • . • CNEO am CONhCEUOEDTU • • • • . . . . . . . • • . . • • •.• • • •.• • • • • . • , (y O l • • • • • • • • • • • • • • • • • . • • • • • • • 11Hbb•paa.b]vanerolwm•ubaO,gYwmm,mbWgpMgbMRpmmYrmemyabp4. �. C� DATE:07-02-24 • • • • • • ••• 2 ��d•m.�.a•mm.mamtOdM.o.mMmmeom.•rom•A.mmna -w O 1 U.•a mVtab.mbN%M.m.dMpp.amM.Fatrpe.•®pbsgYevl wan9vm �{ d LIj ' ' ' ' ' ' ' ' '.m '.'.'•'.'.'.'.' �a� IANLLLE TPo PoRRTST / Q.aAMrovmryi.wca9•..romm mmmmme'om�dda„.•v•.,mro•iwba.mmbtMpbM.mbmm.sM.dIamMa.mbammuM.¢aeo..m•x.•b•ptaubmAemneparodobmromrommmem•..w%v•4me..dmO,m.�t1 (a�p, 2—p� I .I SCALE: 1:10 . . . . . . . . . . . LATERAL 3 ADAPTER. . . .•.f.• ARE4 DESIGNER:JB11) (Typ• . • • • h. • . a ) a xPO°'mm.�aby.nevam.®°01m"mmmreado•e°Pm.u-cromeb.m•mmam..wm.w N HEAD •',•,•,', "`• V . . .'. .'. .'.'�. �m:.:�m: . . .�•� m ..�. .•b.•F SHEET: o m••.vO m.Ybn,bmp D°N°TF9T WR I A 0. . . . . . . . . . . E-L -�.J o ��/ •.'. .•.•.'.'. •. ,vwd mr. �. m.m�.+®mm�.as"aoa°Mi'm''nm sm�"'mbe.e�'�0�.rooe.-,mur.w®cn �. ICE �r .•_'.�.•.•.�.'.'..�. �_� . �,__..Q . - - - -- - _ .. .- -- \, • • FWICLEAN CEN SERIES VVV I APPROVED F�OR�USE BY�SWY HS /A-OWT5 INSTALLATION PLAN 0 10, 20' FUJI 900 INLET ADAPTER SCALE= 1 :10 SCALE-NT5 Glenn Goldsmith, President �QF S0(/�� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�� 54375 Route 25 P.O. Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10734A Date of Receipt of Application: March 7, 2025 Applicant: Michael & Eileen Vitucci SCTM#: 1000-66-2-35 Project Location: 620 Rogers Road, Southold Date of Resolution/Issuance: March 19, 2025 Date of Expiration: March 19, 2028 Reviewed by: Board of Trustees Project Description: Install an I/A OWTS septic system landward of existing dwelling; abandon existing septic seaward of dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Homeport Engineering P.C., received on March 7, 2025, and stamped approved on March 19, 2025. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees - RUSTEES SOUT T - HOLD . No. 101 ,14 Issue' d TO- acl,ae.� � Z )o ). YJucc-; Dat' Address. - ,THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION :TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOED; N.Y. 11971 TEL.: 765-1892 Glenn Goldsmith,President� ���\O COGy� Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 Eric Sepenoski CD ,? P.O.Box 1179 Liz Gillooly �y • �� Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Dateffime:Mvw o 2.5 Completed infield by: Eliabc�t P f1�5 MICHAEL & EILEEN VITUCCI request an Administrative Permit to install an I/A OWTS septic system landward of existing dwelling; abandon existing septic seaward of dwelling. Located: 620 Rogers Road, Southold. SCTM# 1000-66-2-35 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.: Co 'oql -h ' 2 r u' v a& . . . Folta is aV\ Wb 1 �- Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly ✓ E. Peeples 3. A5-13UILT 51TE INFORMATION: -SUFFOLK COUNTY TAX MAP ID:1000-G6-02-35 OF NEYV, -EXISTING 5 BEDROOM HOME NO PROPOSED CONSTRUCTION. y4,P ,4 A.Op� -LOT AREA:ACRE 0.30G.13.074.95 Sr. o -PROPERTY LOCATED AT G20 ROGERS ROAD * '� SOUTHOLD.TOWN OF SOUTHOLD.SUFFOLK COUNTY.NEW YORK y. -SURVEY PROVIDED BY:KENNETH WOYCHUCK L5 OG-19.2023 -VERTICAL DATUM-NAVD'1988 DATUM = -PUBLIC WATER SERVICE t'*X, -ALL HOMES WITHIN I SOLF OF PROPERTY CONNECTED TO PUBLIC WATER SERVICE. S SITE PLAN. �p Og4gT9 -SURFACE WATER 4 WETLANDS SHOWN ON R FES310 EDGE OPPAYd.$Hr O <iPV R O G ERS w R OAD w GENERAL NOTES: I.DESIGN FOR 5-BEDROOM HOME.FAILING BLOCK CESSPOOL. 2.I/A OW15 SANITARY REPLACEMENT DE51GN-SUFFOLK COUNTY 51F GRANT PROJECT. W _ N SdV 3.517E PLAN AND REFERENCE ELEVATIONS TO BE USED FOR VA OWT5 SANITARY SYSTEM H�--1 8 75.00' CONSTRUCTION ONLY.EXACT PROPERTY BOUNDARIES.UTILITY LOCATIONS AND ELEVATIONS (� .529°3y'20"t: FOURN)AROPOSEDa'.MELJFN GSPOEOTExTLE ARE NOT GUARANTEED. SANDFlLTER cRALBtt TRENOHESSPADEDAiEET 4.ELEVATIONS BASED ON PROPERTY SURVEY PROVIDED BY KENNETH WOYCHUCK L5 OG-19-2023 A 106.0' 4 APARTwMBiNCHASTM G035PEC FlEDSANp SIDE 5.ON51TE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING SITE n}7� WALL AND UNDERLAY MAX BURY DEPTH M-HEs TO BOTTOM OP E-FIED SAND.DISTAL END OF WORK. FUTURE EXPANSION J ELJENTOBEVENTEDTOAY°MBON W G.501L TEST HOLE DATA PROVIDED BY HOMEPOKT ENGINEERING PC OG-27-2024 7.EXISTING SANITARY CE55POOL5(5)TO BE PUMPED AND REMOVED AS NECF55ARY PER SCDHS �i ,It STANDARDS. 1 I Ty' fir{ PROPOSED VA OWr5 SEPTIC SYSTEM FOR UP TO 5 BEDROOM RESIDENCE: 1.ONE(I)FUJI CEN-7 VA OWT5 WITH DEADMEN FOR ANTI-BUOYANCY AND 90-ADAPTER Q n S m g 1 nsiwaunoaNeox 2.ONE(I)FUJI MACIOOR BLOWER.VENT AND FUJI CONTROL ASSEMBLY. 3.ONE(]) PO LYLOK DISTRIBUTION BO% U 0 4.FOUR(4)20 ROWS OF EUEN GEOTEXTILE SrNJD FILTER(GSf)TOTAL OF 60 LF. Q� {,y Ex...cFUBNc � �`�y 5.TWO(2)20'ROW FOR FUTURE EXPANSION Z O� ^ WATER SERVICE )4.4 COYe.9E0 CONC.PRi70 �Fw v G.APPROXIMATELY 40 YARDS OF CLEAN SAND FILL FOR USE BENEATH SANITARY LEACHING W Q' WRY EED NnGEna VA OwFs STRUCTURES AND FINAL GRADING AROUND VA F� OWr5. a-FOR Z •-: m ANneuovANcrsm•AOAPTER GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: � PROP 6,sE I. Uj VA EMOWDASNE-BARY OWT5 SEPTIC SYSTEM DESIGNED FOR UP TO 5 BEDROOM HOME PER 5UFFOLK COUNTY EXISfiNG VEGETATIIXJ TO BE DEPARTMENT OF HEALTH STANDARDS(SCDHS). ofLLI INTERIOR O /IT ExlsnNcovERHEAO -' 2. PLUMBING AND INVERT TO BE RELOCATED BY LICENSED PLUMBING CONTRACTOR AS V ELECTWc sEmncE }r y'j`d � ° PRovGSEDwASTE LINE SHOWN ON PLANS. 0 O O ELOCATION.A. CAST IRON 3. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION PENETRATION AND 0.w �'•� 1"' I $ INSMLED BY UCENSED 4-INCH PVC 5DK35 DOWNSTREAM OF FOUNDATION. w d PLUmBINc coNTRrCrOR. 4. VA OWT5 SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ON51TE U51NG THE ( O O 0 55�� GUJI OONTROLPANEL.NAO BLOWER METHOD APPROVED BY MANUFACTURER. 1- h �1 if AssENBLv.AIm vENT S. THE DESIGN ENGINEER SHALL OVERSEE THE OWT5 DURING SYSTEM STARTUP. > to G. THE OWT5 IN5TA 1ER SHALL BE LICENSED.HOLD AN ENDORSEMENT FROM SCDHS AND BE A FUJI AUTHORIZED INSTALLER. ''`"'" w Ews sAwTARr BLOOX 7. THE OWT5 INSTALLER SHALL REGISTER THE ON51TE TREATMENT SYSTEM WITH 5COH5.THE NS..: -" cEssPOGts TO BE PUMPeou+D DF51GN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS REQUIRED BY SCDHS. CP AB,FmorvED OR REMpvED PER ' ':: °✓ Y scDNs srANmRos 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDHS FOR VA OWT5 AND EUEN SYSTEM. 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWT5. a n •ryF Y I O.WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC 5Y5TEM. 11.CONTRACTOR 19 RESPONSIBIE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY PRIOR TO v _ u�lj L� 3 J° INSTALLATION Of THE PROP05ED SEPTIC SYSTEM. 5, p 12.THE CONTRACTOR 15 RESPONSIBLE FOR DE-WATERNG AND ACQUIRING ANY NECESSARY i' 3 w La w DE-WATERING PERMITS IF PUMPING GREATER THAN 45 GPM.GROUNDWATER 15 ANTICIPATED TO n n g n g o BE APPROXIMATELY 4.7'2 BELOW NATIVE GRADE IN AREA OF VA OWT5. DD A Q+3 u 13.NOTE THERE 15 AN EX15TING HOUSE TRAP.VA OWT5 TO BE VENTED THROUGH 2 INCH CARBON Z m g VENT.EUEN 5YrEM TO BE VENTED THROUGH D15TAL END. ((� e, a W A a U 4:MAINTAIN 1 O-FOOT SETBACK FROM TREES TO EUEN. P EEII LJJP w co 7iw ti z Lim 2025 Q W MAR 7 r 76�0'tl �7 EXCAVA N INS ON REQUIRED H o 41 43'ft"w FoR SANITARY SYSTEM Z a o Southold Town wN � B IT a �L` BY HEALTH DEPARTMENT IAJOTSFujiClean � am W p Board of Trustees � �GQ'� SUFFOLK COUNTY DEPARTMENr OF HEALTH SEmcES a PERMIT FOR APPROVAL OF CONSTRUr-nON FOR A SINGLE FAMILY RESODENCE ONLY DATE:07-02-24 SCALE:1:30 E NSINEE RTS CERTI FICJATION�EQ L!IRE®. SANITARY SITE PLAN SU6MLTP•�•Og2R.A- t`ERTtl'IDATWN UNOFFICIAL COPY R-24-1037 DESIGNER:JB SCALE= 1:30 � ,�yl�' FOR INSTALLATION F,E.OR A R.A. CONSTRUCTION N for price quote Purposes orNV REF- O. SHEET: Reclaim our Water 0 30' 60' caufmm=m vd& Tcgd Cdl�(!t�lhIDlt OF IA/OWTS ••,.••�„, 5 EDROOMS p�pp�[yjyt.oeo agppf FOR FIwAL APPROVAL, EXPIRES THREE YEARS FROM DATE OFAPPROVAL DESIGN NOTES: -FUJI CLEAN CEN-7 FOR RESIDENTIAL STRENGTH WASTEWATER UP TO 700 OF NE{y A —� AT GPD.DESIGN FOR G-BEDROOM GGO GPD. • • P'lE.�gD6k'y • 1'p t• t'-t}• -SECONDARY SAFETY COVERS TO BE INSTALLED UNDER ALL TREATMENT UNIT COVERS.-TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL BASEAND PROPERLY BACKFILLED PER MANUFACTURER RECOMMENDATIONS.-USE WITH MAC I OOR BLOWER AND FUJI CLEAN CONTROL PANEL.D) a•_t. INSTALLATION TO BE PERFORMED BYA FUJI CLEAN AUTHORIZED INSTALLER ONLY, ritleta BY A FUJI CLEAN AUTHORIZED pRSSI- 5TART-UP AND SERVICE TO BE PERFORMEDSERVICE PROVIDER ONLY. FUJI CLEAN CEN-7 ANTI-BUOYANCY CALCULATIONS W/CONCRETE DEADMAN MATERIAL PROPERTIES: II e• II I WATER: 7.482 GAL/CF 8.34 LB/GAL G2.4 LB/CF L-t'- —! SECTIONS-B VIEW l.t•_e•� CONCRETE:DRY: 150 LB/CF 5UBMERGED/NET:87.G lB/CF SECTION A�-A VIEEW—g •�1I SOIL: DRY: 100 LB/CF SATURATED: 1 17 LB/CF NET:83 LB/CF FUJI CLEAN MAC I OOR BLOWER I e-o• I FUJI CEN-7 TANK EMPTY AT FULL SUBMERSION(G.0 FT): SCALE:NT5 TOTAL VOLUME: I OG9 GAL DRY WEIGHT:705 LB 1•�• � ••• � TOTAL BUOYANCY: I069 GAL X 8.34 LB/GAL=8,915 LB LEI U PRECAST CONCRETE DEADMAN: w DIMEN510N5:8 Ff LONG X 1.5 FT WIDE X.GG FT TALL=7.92 CF zkl a, U Q' >,, _ TOTAL DRY WEIGHT:7.92 CF X 150 LB/CF= 1 188 LB NET WEIGHT SUBMERGED IN WATER:7.92 CF X 87.G LB/CF=G54 LB U) Ud t J" A--evc SOIL WEIGHT ABOVE CONCRETE DEADMAN AT FULL 5UBMER51ON(G.0 FT): *e=:� U 0 U ^"b Cl "'"^a'• " DEADMAN SURFACE AREA:8 FT X 1.5 FT= 12 5F m _ Jw M VOLUME OF SOIL: 12 FT X G.0 FT=72 CF tl"" N O NET WEIGHT OF 501L SUBMERGED IN WATER:72 CF X 83 LB/CF=5,97G •.• 10 � LB 1— FUJI CEN-7 I/A OWT5 w/ANTI-BUOYANCY ANTI-BUOYANCY CALCULATIONS: SCALE:NT5 NET BUOYANCY OF TANK:8,515 LB-705 LB=8,2 1 O LB LaRc1RT aR&BKGRNDT6S: NET ANTI-BUOYANCY OF DEADMAN(2):G94 LB X 2= 1388 LB u+l.'vu rt'x wncvvtenl.ru.a NET ANTI-BUOYANCY OF SOIL(2):5,97G X 2= 1 1,952 U3 t9u.mnnlies.lmvnc TOTAL NET ANTI-BUOYANCY:13,340 L13 13,34C LB/8,210 LB= I GO%> 1 507 5COH5 REQUIREMENT FUJI CLEAN .rwo-e,w_ Ud FUJI CEN-7 ANTI-BUOYANCY CALCULATION F E D FUJI CLEAN CONTROL PANL ETAIL_AN CEN-7 SINGLE LINE WIRING DIAGRAM SCALE:NT5 ScnIE:Iris STALE:INS n w °n O ?z U x 10' .............................................-...,........_........................................_....................._. 4 tj ;....... FFEL 8.5'a ' ....................................... ............................ CARBON VENT ON EW EN GSF SYST;'EM .... �Q y 2P POLVLOK ;&INCH BED OFSPECIFIED SAND/ISTM CJ3 BELOW EJEN GSF SVSTfM "bWCH RISERS TOGRADE DISTRIBUTION BO)( :BOTTOM OF SYSTEM SAND EL.3.4' EwscBADE¢.J.oa Q NO EXIS GD EL6.5'± TOG"E rsAFervcw.Twcs PROP INV 5.51 E . cJ.................................................... S. ......... ......... ...........: Z �a ....................................................... ...;E:AS't.................................... IE'S.tlx IE:°.0'k IE'.9.6'a Z 41NCHPVC-M5 i MIN SLOPE c3'AF 41NCtiPVC spR05 41NCHPVC SDR30 : BOTTOM OF SANDI<Y .. IN SLOPE Ot'AF MIN SLOPE.at'AF Y HEGW 1.4'± ,a a o "reB+_ wcH Fnc •a wc• 01 ` i vu FOUR AFAR 33PECI ELJEN MODULE GSF-GEOFEXTILE SAND FILTER TRENCHES t�WIDE SPACED ..................................................:........... ...............................................;..................................................i...... ....is A17 RT}4PBCIPlBDSANO'F1Lt:ASSHOWNON'PL'RNDBTAILS'MINIMIM'2-FOOT CKFROM....... ....� •FWI cLEAFI CEN.J uA OWIs BOTTOM OFSYSTEM TO GROUNDWATER Z SETB4CK TO GROUNDWATER SHOWN.NATME COVER DATE:07-02-24 WIPRECAST DEAOMW.E MATERIAL ABOVE SYSTEM USE X CARBON VENT SYSTEM FOR DISTAL END OFGSF SYSTEM. SCALE:NTS DESIGNER:JB _5` LReclaim iIlL COPY SHEET: 10, 20' 30' 40' 50' 60' 70' 80' e purposes only �� HOUSE SANITARY ELEVATION PROFILE iur Water 5CALE:NT5 SEED AND LOAM TO PROTECT FROM EROSION of New,q 1 GRADE ME. G.O' yt AD.9A dV EL * 1 Y' r GEOTEXTILE FABRIC a ou s `TEST HO P INFORMATIONMIN.6" -"� SAIJDYCLXY EL FROVIOED BY HOMEPOR GEOTEXTILE SAND FILTER(G5F)DRAIN-FIELD CALCULATIONS ? (CU ENGINEERING MAX 17" "` .±PROPERTY LOCATED AT R .-. " 620 RODGERS ROAD TOTAL LEACHING AREA: �,o °p4� _ RED—ID SOUTH n,NY 11971. DESIGN FLOW FOR 5 BEDROOM HOME:550 GPD ROFeSS10NP (SPSW) DATED 0G-27-2024 7" ELJE M DULE a"n �, DEPTH OF TEST HOE 6.0'S FUJI CEN-7:CATEGORY I VA OWfS,SAND SOIL(SP) nw"�rexPFCTED SOIL PERCOLATION RATE<5 MINUTES,APPLICATION RATE 1.2 GPD/5F 1aL 3' WATER IN c-� EVEN MODULE GEOTEXTILE SAND FILTER:6 SF/LF RATING RED SAND ^SAT= 550 GPD/1.2 GPD/SF/6 SF/LF=76.4 LF=77 LF OF TRENCH PF�IF•.IEq•SAND•AS.TM L _ „°;°„per w wmu°.ro a o o-cRDu"rn^reR 77 LF/4 TRENCHES=(4) 19.3 LF TRENCHES MINIMUM �ro� ., -Eneou"rERED AT EL La" EUEN MODULES COMES STOCK IN 4-FOOT SECTIONS CLEAN OUT AT FACE OF BUILDING WATER ENCOUNTERED HEGwe'i.<':. 36" AT EL 1.3'! ROUND UP TO 20 LF PER TRENCH.TOTAL OF 80 LF OF TRENCH. 6" 2-FOOT SEPARATION TYPICAL CLEANOUT DETAIL TE5T MOLE INFORMATION DE51GN FOR FUTURE UPAN51ON:80 LF X 0.5=MINIMUM 40 LF EXPANSION TRENCH MIN. TO HIGHEST SCALE:NTS SCALE:NT5 SHOW 2 ADDITIONAL 20 LF TRENCH5. 48" EXPECTED GROUNDWATER TOTAL AREA:FOUR(4)ROWS OF 20 LF TRENCHES,TWO(2)20 LF EXPANSION TRENCH. W ELJEN-MODULE GSF- GEOTEXTILE SAND FILTER DRAINAGE CALCULATIONS W O ._______---_- -_- 1) 0} EWEN G5F-GEOTEXTILE SAND FILTER MODULE SOIL PERCOLATION STATEMENT UJ U)Z SCALE:NT5 THE 501L TEST HOLE BY HOME FORT ENGINEERING PC FOUND SW SOIL AT 3.3-FOOT BELOW GRADE. W W 0 5P5W 501L PERCOLATES AT A RATE OP<SMINUTE5 PER INCH. tY w CONTRACTOR TO REMOVE 3.3-FOOT S OF NATIVE LOAM SANDY CIAY.APPROXIMATELY I FOOT BENEATH PROPOSED () O O V LEACHING TRENCHES DOWN TO SP5W SAND AND FILL VATH CLEAN SAND FILL 5P5W. 0 w TZ IMPORT A TOTAL OF 20-YARDS OF CLEAN SAND FOR BEDDING IN TRENCHES BELOW AND ADJACENT TO EUEN G5F O �+ION � SYSTEM. ? "O IV �., 0• MIN W SOIL PERCOLATION STATEMENT SCALE:NTS od os cc ora.or. ,�I p. a ti to Q ti 2 wo r..x ..aE=p.: — Z z I W C4 Y /� _ d Q C 1 .4 L1 I s�A IN � �1 COVERED CONC. PATIO �— o OO _..,._ a ....... . ... �A.J .d.�..r__•.....!....T m.:..-�,,.,._....-. DATE:07-02-24 d SCALE:1:10 ,HEAD '' Lr,N ;.!' DESIGNER'JB ICE SHEET: I/A OWTS INSTALLATION PLAN D io' 20' UNOFFICIALCOPY S-3 FUJI 90'INLET ADAPTER /DrwTre quote purp"u!qny SCALE= I:1 o xA-... Reclaim t3ur Water S.C.T.M. NO. DISTRICT: 1000 SECTION:66 BLOCK:2 LOT(S):35 HIPPODROME DRIVE t N 60020'40"E 182.35' U.P. -n 2.1'S 2z & SHED EL 6.4 ASPHALT DRIVEWAY W "V. 14.3". SHOWER EL 6.8 0 hOD S7100P EL 5.5 ........i. c:) EL 8.o C! EL 7.1 2 STY FRAME�i iiiii EL 7.4 DWELL NG: c� CONC./SLATE WALK EL 5.3 INTERTIDAL MARSH EL 6.7 cf) EL 6.0 0 EL 6.8wcn & 0 BILCO 35.4' M.H. EL 6.0 m EL 5.0 13� rm EL 7.1 t 7� EL 4.2 k HEDGE EL4 PE_ ' 12 - S 60020"40"W 166.32 % THE WATER SUPPLY.WELLS�DRYNELLS AND CESSPOOL LOCARONS 9VO1W ARE FROM FIELD OOSERVA17CWVS AND OR DATA OBTAINED FROM OMM FEMAMAP#36103CO158H AREA.13,074.95 SOFT.or 0.30 ACRES ILEVAIM DATUM.• NAVD88 E C E I UNAUNW&D ALMUROV ORADAMOV TO IMS SURPErS A WOLA7700 WSEC170V 7209 OF RE AEW VOW STAIrEDWARM LAW 0ORZSWVM7WWY MY 10 RE M�OV FOP 1"OW M SURWY 11 PREPARED AND ON 10 M"10 W URE MMAOX COMP601TAL AGENCY AND L01WO IMMUnOV jL)- MAP Nor mma W LANDsmwm's awassm sm SNAIL Nor&,coYSOMED TO fiE A VAUD 7RUE cwr. OuARAWM macAmv mo?Em SHALL RUN HSWa4 AND TV 7W A�MM a'DE LMMO WnTUROV.GUARAMM ARE NOT MM.S`MAOUZ L) W QFF=GR DREH9OVS SIONN 10MON FROM RE PRO RNTYLUMS YORE STRUCTUMS ARE FM?A SF a C PURP=AND UX MDaTW REY ARE NOT INTENDED IV MOVUUMT BE PROPERTY LffES OT To aW Pff MC1701V a'RW=AWRONAL SMCnma o?AND ORE?AVWVMMVM 64SEWVYS AwAw mmawAx swerum wcavam a?twwcawm ARE Nor amAw=wam PHmcAur EWDENT OV WE PRMX9 AT RE 7W OF SVRVEY MAR7 2025 smvEY OF- LOT 2 's OF N CERTIFIED TO: EILEENVITUCCI; OF MAP ,BEIXDON ESTATES w )w 0 Mm:MAR.16,1946 No.1472 r2 tit Southold Town siTuATm Am SOUTHOLD Towm on.SOUTHOLD Board of Trustees SUFFOLK COUNTY,NEW YORK mm mmm E x XAM m SuRvo PLLC Prf-d—ftl I..d S.Y-yig endftfg. P.O.R=153 Aquabogue,New York I1931 Ens#223-91 scALL-1"=20' DAZE:JUNE 19,2023 N.Y.S LlSG Na asaaw .2MM(851MG-1558 VAX(01)208-15M 5 1 P�f4 u'rt+ Nor-40 ,w , 9 J i� . pR 0, i5 xmin� � .•' s<[ue.r.n aq p,l'Ip ...... ." av' IE1fCJ1 _ lNE �.•.?>}W _— � .. ♦ Po�R KL NO � i S i 3 o: P 6�7 ilk \ < V` u 11`t �v yam, v yp IS y \\ \ ' , � Nw_: `"" j e`er �'� c,•,,�:-" l� �,✓ ;r �t � 'y � M1 o � \ d r, a v ^`"" -"',. ••- .•. — '•..•,.- .•• _' COUNTY of suFFOLK© raticE rb<r w ,roo y' —�— ,.•.� "r rw Real Property lax�enic<Ag<nc1. nwiewar.,xnxmw sr,e owr , anKNa<♦RrspR,— _ —_— )m t'w..n;..We.w(.11 INui "' H 64,vury�.aaw rs mna M soulnan 066 H JIB_ . •.. v .. a1) w.�. .. s S wi waRrn a xRrw'asv� p ..... OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 11.79 54375 State Route 25 r 1' Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) ' ',yam Southold,NY 11971Tl Telephone:631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 17, 2025 Re: LWRP Coastal Consistency Review for MICHAEL & EILEEN VITUCCI SCTM# 1000-66-2-35 MICHAEL & EILEEN VITUCCI request an Administrative Permit to install an I/A OWTS septic system landward of existing dwelling; abandon existing septic seaward of dwelling. Located: 620 Rogers Road, Southold. SCTM# 1000-66-2-35 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with LWRP Policies and, therefore, CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney c Glenn Goldsmith, President �`��� SOUr Town Hall Annex V� ® 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only R B VE Coastal Erosion Permit Application Wetland Permit Application _)C Administrative Permit L7MA �7 2025 Amendment/Transfer/Extens ion Received Application: owri X Received Fee: $ aso - 0 o Board ofTrastees Completed Application: Incomplete: SEQRA Classification: Type I Type II'X Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): �LWRP Consistency Assessment Form Sent: CAC Referral Sent: X Date of Inspection: Receipt of CAC Report: Technical Review: XC Public Hearing Held: Resolution: Owner(s) Legal Name of Property (as shown on Deed): 1/lf"y i oL /1 PP.r9 V/T✓�Gi Mailing Address: 1:/ U t!7 0/'V �y Phone Number: —„� �7(O 61 Suffolk County Tax Map Number: 1000 - 7 3 H Property Location: D go 4?,1 /f / (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): /� ,,/ Mailing Address: 6 c� 421—rt '-r /l 94c, 7/ � 4911 1A4 ZOZI Phone Number: -di 6 ��7""�` �� Email: t�L e P.d V i/Pr, 7,at4 • lie t `bard of Trustees Applical- ---;i GENERAL DATA Land Area(in square feet): Jovaye Area Zoning: &S Previous use of property: Intended use of property: ��� / e Covenants and Restrictions on property? Yes -No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code. Yes v 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 1/ 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 No Does the structure(s) on property have a valid Certificate of Occupancy. !/ Yes No Prior permits/approvals for site improvements: Agency Date e No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes, provide explanation: Project Description (use attachments if necessary): —I /A Se P 1f4i roe, �L 1 -bard of Trustees Applica. `- n WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: OLl Area of wetlands on lot: square feet a5 Percent coverage of lot: 4 % Closest distance between nearest existing structure and upland edge of wetlands:feet i Closest distance between nearest proposed structure and upland edge of wetlands: 55 feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? qO f cubic yards How much material will be filled? 1�0 h cubic yards Depth of which material will be removed or deposited: 3 feet Proposed slope throughout the area of operations: / 5 Manner in which material will be removed or deposited: 6cm ISO 4 G0-0 5 cvl5b (Odd uo WPM sand 5(-d h-5 5hiWJL& 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): 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Re f I/i v<< � d� E � e I/t� �cc ' ,C Name of Action or Project: Project Location(describe,and attach location map): 090ft"Orl ,�o aiZ "7-7 Brief Description of Iroposed Action: -i-►�.�f-� �/���I�'1 � New 2��9 SP�t�L J Yft�,yl e f, C f • Name of Applicant or Sponsor: Telephone: S 6 .1 � I T vl<< P U14V�Gt E-Mail ✓GG i OvyJ Address: �/eP�j ( ,'Jat Gig ve, C> lof Aooa- AN Ci y/PO: f State: Zip Code: co-"/.f11) i / 11171 1.Does the proposed-action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? 'If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. Er ti 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s).name and permit or approval: El. . f�l� Co�►'I f'� Ba�ri'� ear�7'�i 3.a.Total acreage of the site of the proposed action? (�, acres b.Total acreage to be physically disturbed? Q• D acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Che I land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) Industrial Commercial ❑Residential(suburban) Forest ❑Agriculture Aquatic [Other(specify):1&/C OParkland Page 1 of 4 S. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? Ef M"",E] b. Consistent with the adopted comprehensive plan? ❑ 7 ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ 7. Is the site of the proposed action located in or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: r p0 �, 1 a�Aj e.leek. wa+,4{ 1 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO LYES b.Are public transportation service(s)available at or near the site of the proposed action? Er ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action'meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑S eline El Forest ❑Agri cultural/grass Ian ds El Early mid-successional etland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a.Will storm water discharges flow to adjacent properties? O ❑YES b.Will storm water discharges be directed to established conveyance systems(Ehgq nd storm drains)? If Yes,briefly describe: WNO ❑YES Page 2 of 4 j 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor nam • /7'V�li/ Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the.following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? El 0- 3. Will the proposed action impair the character or quality of the existing community? ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the El El of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ Elwaterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? 1:1 El Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ElCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 `,Hoard of Tru'sft"w'Applidr ion .:AFFIDAVIT;' . DULY SWORN: DEPOSES AND-AFFIRMS THA"VSHE-IS•THE"APl'LIC ANT'FOR THE ABOVE DESCRIBED PERMiT(S)AND THAT AL:L"STATEMENTS'CONTAINEDHEREIN ARE-TRUE TO THE'BEST OF HISIHE 'KNOWWLEI AND BELIEF;AND THAT » . . ALL"WORK°WILLBE DONE IN THE MANNER SET FClRT]H IN.THIS APPLICATION:: AND,AS MAYBE-APPROVED BY THE SOUTHOLD,,TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTH A1TD THE BOARD OF TRUSTEES HARMLESS`ANDyFREE FROM ANY AND L7,DAMAGES AND CLAIMS;ARISING'UNDER OR BYE VIRTUE OF SATb.PERMIT(S),IF GRANTED. IN'COMPLETING THISAPPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,"THEIR AGENT(S)`OR REPRE5ENTATNES,INCLUDINGTHE CONSERVATIMADVISORY COUNCIL,TO:ENTER ONTO°MY°PROPERTY:T.O INSPECT THE PREMISES IN CONJUNCTION:.WITH THIS:APPLICATION, INCLUDING'A FINAL INSPECTION: I FURTHER AUTHORIZkTHE BOARD OF TRUSTEES TO ENTER ONTO"1VIY PROPERTY RAND'AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION.OF ANY AVETLAND OR COASTAL EROSION PERMIT`.ISSUED'BY THE'BOARID..OF;TRUSTlE;ES DURING'THE;,TERM r OF THE PERMIT. ¢' Signature of RrapertybW er Signature of,Praperty.Owner. SWORN TO:BEFORE ME-,THIS],,-- DAYO ,2U w,s 1. R s(pP0�1 ypo6lVic,StatB �.N�aa , N�oyOj1�SY$�0"097 ►ission'F�4� APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Y 1•�'U U + /�k j 7 �w� (Last name,first riame,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate.the.other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other 1 _ (lf"Other'',name the activity.) �� Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship.with any officer or employee of the Town of Southold? "Relationship"includes by blood,Marriage,or business interest."Business interest"means a business, including a partnership, in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the Aares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted tt ' 200_ Signatu Print Name f • v �G Form TS 1 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal.drea(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# _ PROJECT NAME / f .r 11- 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: 0-� Nature and extent of action: Location of action: 64s O ew lzpel , fd 71 Site acreage: 3 e A,e r Ps Present land use: 14aa Awe Present zoning classification: ��C 44. y 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: / 42f " 3• (/ 1,+JCG( , 6'e le e4 1/ i 7�t/CC � (b) Mailing address: 6 A0 16!<?t o-1 AeQqZi fD cl ?;fco(/-t//Ay //4' 7/r (c) Telephone number: Area Code 7 (d) Application number, if any: /� Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes [No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section II Policies Pages 3 through 6 for evaluation criteria ❑ Yes No ❑ Not Applicable i 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 Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III FNo 'es Pages 8 through 16 for evaluation criteria ❑ Yes ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes 2",No ❑Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not>,_-,I'jlicable ` ,f ✓d��Gli 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 10 1:1 Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous sub sta 7No d wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ N t Applicable G(,vr r if /// e/!7 Z ' e 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. ❑ Ye No❑ Not Applicable Attach additional sheets if necessary 1 WORKING COAST POLIO,A, ,Policy,10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locatio See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ETNo ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic' Estuary a7No wn waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 revaluation criteria. El Yes No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—P 'cies; Pages 65 through 68 for evaluation criteria. ❑ Yes No ❑ Not Applicable PREPARED BY G1 � ���CG TITLE r DATE 3 o�