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HomeMy WebLinkAbout1000-77.-2-4 I OFFICE LOCATION: ��OF SO(/TyO MAILING ADDRESS: Town Hall Annex �O lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Telephone: 631 765-1938 cou LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 14, 2022 Re: LWRP Coastal Consistency Review for ANTIGONE AMENGUAL & RANDOLPH AMENGUAL SCTM# 1000-77-2-4 Glynnis M. Berry,:AlI&qn behalf ofANTIGONE AMENGUAL,& RAN DOLPH-AMENG,UAL requests an Administrative Permit to remove three.(3) cesspools, abandon one (1) cesspool and replace with the installation of a I/A OWTS sanitary system and gravity fed shallow dispersal field. Located: 220 Oak Avenue, Southold. SCTM#: 1000-77-2-4 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 Policy Standards and therefore is 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: Damon Hagan, Assistant Town Attorney F&"- .n RTown of Southold ." ,E- - -- LWRP CONSISTENCY ASSESSMENT FORM 8 2022 Southold -town A. INSTRUCTIONS Planning Board 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 -dggilicant beneficial and adverse effects uponthe coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- ,supporting on- ,sup ortingfacts. 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# 077.00 _ 02.00 004.000 A-oAU OAL, PROJECT NAME I/A OWTS for 220 Oak Avenue, Southold The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trust s x 1. Category of Town of Southold agency action(check approp 'ate respo (a) Action undertaken directly by Town agency(e.g. cap al ❑ construction,planning activity,agency regulation,l d ansaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval, license,certification: a Nature and extent of action: Removal and abandonment of existing cesspools. Installation of I/A OWTS - (HydroAction AN600) plus gravity fed,shallow leaching field(Elgen) P Location of action: to east and north of house Site acreage: 0.337 Present land use: residential R-40 Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: Randolph and Antigone Amengual (with Glynis Berry as an (a) Name of applicant: (b) Mailing address: agent) 220 Oak Avenue,Southold,NY 11957 (c) Telephone number: Area Code( ) 516 528 1615 (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes 0 No El If yes,which state or federal agency? NYSDEC 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 LW12P Section III—Policies; Page 2 for evaluation criteria. x]Yes ❑ No ❑ Not Applicable Enhances wastewater infrastructure, greatly improving the quality of effluent entering groundwater near a creek. 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 ❑ No 11 Not Applicable 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 0 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—Policies Pages 8 through 16 for evaluation criteria El F1Yes F-1No ❑ 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 ❑ No ❑Not Applicable Greatly improve quality of effluent entering groundwater. 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. o ❑ o Yes No Not Applicable Will reduce nitrogen loading.Excess nitrogen can cause algal blooms and contribute to hypoxia in surface waters. 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 ❑No 0 Not Applicable 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. 0 Yes ❑ No E Not Applicable 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. ❑ YesD No 0 Not Applicable Attach additional sheets if necessary WORDING 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 Fx1 Not Applicable 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 0 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 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable 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 0 Not Applicable PREPARED BY Glynis Berry,AIA,LEED AP TITLE Designer of I/A OWTS GATE 2/5/2022 SURVEY OF CERTIFIED TO: RANDOLPHAMENGUAL ANTIGONE AMENGUAL LOTS 179 Ply GH 182 MA GOOSE BAY ESTATES JOB NO.:2021-243 SITUA TE A T MAP NO.: 1176 FILED:NOVEMBER 13, 1934 �OF SFW S UTHOLD REVISIONS: �P� W 1' TOWN OF SOUTHOLD PLOT FLOOD ZONE BOUNDARIES 1/12/2 1 SUFFOLK COUNTY, NEW YORK S.C.T.M. DIST: 1000 SEC.: 77 BLK.:02 LOT 4 10 5 0 10 20 30 40 50 60 70 80 90 SCALE: 1"=20' DATE.DECEMBER 4, 2021 Q �q0 p SAO Fp ECEIVE JEFFREY W. HADERER L.S. NYS LIC. NO.:050538 ,�opOoocK F FB 14 2022 $ B rdSouof TOM TKNFORKS LAND SURVEYING SUCCESSOR TO HANDS ONSURVEY/NG,AfARTINU.HAND LS 188 W.MONTAUKIIIGHWAY,UNITE3 IMMPTONBAYS,NEW YORK 11946 (V)631-369-8312-(F)631-369-8313 ' email.•twinforkslandsurvey@yahoo.com COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING GTHE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. os LOTAREA: 14,700 SQ.FT. +/-=0.337 ACRE Go , - ELEVATIONS HEREON REFER TO NA V6 f988 ALL PROPERTIES WITHN 150'OF SUBJECT BOUNDARY ARE WAIERMAR IMPROVED AND SERVICED BY PUBLIC WATER nE N IG" SI NE Oq AL�G M Op.5/ � � \ � TEST HOLE DATA NO VISIBLE WELLS WITHIN 150'OF SUBJECT PROPERTY R� , .�' EL.:12.0' yP,c o SANDY ` KARPCK LOAM EtPINN I NO MON G•R r"O (SM) ' MIXED SAND A/FM°OE�tEWAVEPGS10 W/ D LIM -2.5' I° o PLL / BOP \ �•�' 1PIN�N nE 0� (Sp) °NG•RE �'S0 i 6 \ OD G N 6a�l\ FLOOD ZONE_ A SANDY __,.,� F�ZONEX R�AREA) SILT gOL�CN v o �s�/o ANNUAL CHANCE FLOOD HAZA \ U) (ML) -8.0' F o \ \\ MEDIUM TO OONO MON• EL \\ \\ GP o FINE SAND o \ m W/GRAVEL (SWJ -9.5'H.E.G.W. a.:2.5' O WATER IN LT-kMEDIUM TO FINE SAND W/GRAVEL PATIO 3. PAVER s o �o o TrST HOLE BORING BY 10� - SHAWN M. BARRON, M.S. 0 o AVER PAS C) co NOVEMBER 19, 2021 m o P &STEP E. oo GROUND WATER ENCOUNTERED 45.a � A� 9.5'BELOW SURFACE GRADE - �L13ARRIESysTem R RESOURCE 11%6!199 L Ate. �•y \ o V F•F• � F rO� (0.2%ANNANCE FL OD RD AR Eq o sz. EREO FLOOD NE `? W ym GOV TE \ J w EN RY EaG O1PN r N UND N R 0 SLArEWA�WAY �2,\ ` a 0I TE s, N �\ o m$ �m pv \ N 86°0830"W 156.15' ,cp In �= to qQ. -eO 01j5.vL66V� _ \ WAy ®\ 120 014P01e2 OVERHEAD WIREI-- t HO I N GURg ; EASEMENTANONR SIIBSURFAOE IES L°G� UNRECORDED RE NOTTGGUARANTEED GIPNB UNLESS PHYSICALLYEVIOENTAT THE T gEl' nMEOFSURVEY. ` MEOFFSET(ORDIMENSIONS)SHOWN \ HEREONFROMTHESTRUCNRES TO THE PROPFRTYUNES AREFOR ASF PURPoSEANDUSEANDTHORE ASPMEFREl ARECTI ()ENDED N GMDE NE F FENCES,REraMNG OrK j WALLS.NO WADS,PDOL!L PATIOS. anNG �ADDITiNSSTGS ANY OTHER ONRLKn gL gELGIPN°wl. /]O1�On� UMM RITED ALTERATION OR AarnON TO THIS SURVEY/SA V/OIAnONOF 6 A V EDUCATION W JHENEw YORI(STATE EU�g 6 SCOPA� N THE LA SURVEYORS SEA UFJltlNG O n1E(ANDSURVEYORSINOTBECONR A EMBEA VAU EPL EMPY.TBE C°NSIOERm FPr` NBEAYADD niLE COPY ° CFRPFICARCNS IMCATED HERON SHALL RUN EOG OMYTO NETo0N5)FOR WHOM NESURVEY 3 Marµa Po M U� Poli FLOOD ZONE BOUNDARIES HEREON AREAS DEPICTED ON THE TD TI¢ASSIGNLFS DF TNEIFNOfNOINSJH OMIENTALAGEMYAND F.E.M.A. FLOOD INSURANCE RATE MAP. NnoN.cERnFlcanoNs ARE NOrTRauFe+amE OWNERS MAP NO.:36103C0166 H-EFFECTIVE DATE SEPTEMBER 25, 2009 Revbans 14168) 9133 0 $ C199k /' )34348 r 1s91 OJT ��' ``•�•'••''�, r` 3 ,`�,`➢•`•`+"d• `� :�_-.n- _______ w ply � +y` .____ 1➢.1 19 /� .'tom` `.`��`� � .`� �t• `Z�`.O```t dr,v _ ')` `�`�`. '_�:.ey h� ,�f I�__is___ -"---zs➢ 3__➢____ _ zz.t yl r r�•r __ __ °j p _ ➢— _ _- a ____ --____ za p �s' --- _)-- _-__—___ --- JT T '19 .P31 E zt) ---___ O o..i..y --®' NOTICE MU� COUNTYOFSUFFOLK © E �c °° SOUTHOLD SECTION ( N G a. Q __w__ w• _ _ Real Property Tax Service Agency Y E µ ".. —_— w,..,,. ---- -- -- e....r c•m•.wnme•9.N Y1199t M 077 m) ucc9r N a.�nw. ero-..+m xwmr.. r wao,wu.. • ➢r) 0..w 3r x.. �)�ye w��• �— ,u.eu. --r-- o...,w.--rv.-- rcw. ry r .n�`�lY Y�r` P rn.cr x9 1099 - PROPERTY MAP N SANITARY SYSTEM DESIGN: EXCAVATION NEEDED: SITE PLAN BASED ON ELGEN LEACHING FIELD: SURVEY OF LOTS 179 THROUGH 182 18'-0"MAX C. to C, RESIDENTIAL 49'X 4'X 4.1'=803.6 CF X 2= 1607.2 CF/27=59 CY MAP OF GOOSE BAY ESTATES U #OF BEDROOMS: 6 HYDRO ACTION: SITUATE SOUTHOLD, w m ADVANCED TREATMENT UNIT: HYDRO ACTION AN600 �g 14' 8.4'X 7.75' = 911.4 CF/27= 33.8 CY TOWN OF SOUTHOLD, O I/AOWTS CAPACITY REQUIRED: 660 GAL PER DAY,AS PER TABLE 3, SCDHSREMOVAL OF EXIST. CESSPOOLS" SUFFOLK COUNTY, NEW YORK ADE RESIDENTIAL STANDARDS 3.14 X 4'X 4'X 4'=200.96 CF X 4 = 803.84CF/27=29.77CY MAP NO.: 1176, FILED NOVEMBER 13, 1934 g w I/AOWTS CAPACITY DESIGNED: 660 GAL PER DAY TOTAL: 122.57 CY 1 w SCTM DIST. 1000 SEC.: 77; BLK:02; LOT 4 V =u- CLEAN LEACHING SYSTEM : ELGEN LEACHING FEELDLL NEEDED: ', DATED DECEMBER 4, 2021 � 4- FOR AGRAVELLESS GEOTEX:TILE SAND FILTER BASED ON 6 SF/FT OF TRENCH, 92 49'X 4'X 3.2' = 627.2 CF/27= 23.23 CY JEFFREY W. HADERER L.S. NYS LIC. NO.: / f LINEAR FEET IS REQUIRED FOR A PERCOLATION RATE OF 1-5 MIN/IN. CESSPOOL FILL= 050538 F�Oz, PROPOSED: (2)48'LONG RUNS OF ELJEN LEACHING SYSTEM (96'TOTAL) 3.14 X 4'X 4'X 4'=64 CF X 3- 192 CF/27 = 7.1 CY TWIN FORKS LAND SURVEYING (1)48' LONG RUN FOR FUTURE EXPANSION AREA (� � TOTAL: 30.33 CY r 188 W. MONTAUK HIGHWAY, UNIT E3 F�'O GK� AS ER RVEY 12/4/2021 HAMPTON BAYS, NY 11946 ��,�� T 631 369 8312 PERSPECTIVE VIEW GENERAL CONDITIONS: oo� TWINFORKSLANDSURVEY@YAHOO.COM 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH cFMFFK �j CERTIFIED TO RANDOLPH AMENGUAL+ SERVICES'REGULATIONS, STANDARDS,AND REQUIREMENTS,AND SHALL BEN�NV,� -C ANTIGONE AMENGUAL 36" MIN STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. / 3• TES NGME y .�pp�O s'((Z� \ �� MUM LOT AREA: 14,700 SF OR 0.337 ACRE FENCE (POST 2 x 2 2. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO �NP` ELEVATIONS HEREON REFER TO NAVD 1988 CHAPTER 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J �`�' tt@ ,� TEST HOLE DATA (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEN INSTALLER)THROUGH THE L Pt ROPERTIES WITHIN 150'OF SUBJECT SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, ---- EL,;12,0' WOVEN WIRE FENCE PURSUANT TO SUFFOLK COUNTY CODE§563-79(11)(J).THE DEPARTMENT OF LABOR, SPX � Gw BOUNDARY ARE IMPROVED AND SERVICED SANDY (6 x 6 - 10/ 10 WWF) LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE �pHc. BY PUBLIC WATER LOAM HOLDERS. xMO� NO VISIBLE WELLS WITHIN 150'OF SUBJECT ($M) z PROPERTY -- •2,5' FILTER CLOTH 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. S s. � MIXEDSAND WIGRAVEL N 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M (OPERATION AND � ��'v lop . ($P) stopE MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE PROVIDER. c�o� 6�.�p5�E `�"5 •� F�000ta°EAt�Eul (2)ROWS, EACH 48'LONG - � •7.0' N �000torx 96'TOTAL OF ELGEN SANDY �� GEp1 CHa"ICER�DHPIA 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS (SUFFOLK SHALLOW LEACHING SILT GAO (ML) EMBED FILTER CLOTH F COUNTY DEPARTMENT OF HEALTH SERVICES). �� P XISTING C S OOLS/ \ RAISE GRADE SLIGHTLY 80' MIN. 6" INTO GROUND c�M TANKS TO B R MOVED TO MIN EL. 8.1 IN 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE IIA OWTS ARE INSTALLED - MEDIUM TO o�6t -5 w LEACHING AREA REQUIRING; SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M REQUIREMENT; l Abp ;�; ' �� FINE SAND „ ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED; OTHER cA \ / o - '- �� WIGRAVEL 4 s=, INSTALL ROOT GUARD ( ) REQUIREMENTS THAT SCDHS DEEMS NECESSARY. TREE TO BE KEPT, ONLY REMOVED IF 50% NEEDED - -- I- -95H.E.0.EL.,2.5' 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: „r �� E�,81s"Y �o �� 5 REPLUMB TO NEW WATER IN SECTION DETAIL I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN - 1 '- SANITARY OUTLET MEDIUM TO FINE SAND OF NINETEEN(19)MG/L OR LES.. W(GRAVEL 3 Stormwater Silt Fence Detaiils, Southold AREA FOR FUTURE 50%EXPANSION SEPTIC/TREATMENT CONSTRUCTION CRITERIA: �, m � �aP (SW) -16.0' N.T.S. 1. SEPTIC/TREATMENT Rpp10 y a l I ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS COVERS SHALL ! 1 PPS TEST HOLE BORING BY RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). !� ,r �' '\� o 00 COP5TPl6PRRlER N° SHAWN M.BARRON,M.S. 11. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO NOVEMBER 19,2021 THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS Qp�&S��p gS�RSS�ShMBO�o �'� 5 ��>, �,Is;',��° �o GROUNDWATER ENCOUNTERED "AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI a 93BELOWSURFACE GRADE Z1000-2007 AND ANY UPDATES THERETO. M , HIGHESTEXPECTEDGROUNDWATERLEVEL: EL. MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED 111. EACH SEPTIC TANK& I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER ORS(F� 1 , ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP AND DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET Z S�w .�-� �E��MF � D CONTROL PANEL+ BLOWER IN COVER ON PAD / END OF THE TANK: O 1. MANUFACTURER NAME OR LOGO c - 4"(2" MIN.) DIA. HDPE VENT W/CARBON 2. CAPACITY AND NUMBER OF OPENINGS N 3. MAXIMUM DESIGN LOAD Ln,°� EL:•12� _ - - %EL 10. FILTER 18"MIN.ABOVE GRADE, 4. THE DATE MANUFACTURED. w F F --- -- 103 O. 36 MIN. FROM ANY WINDOW OR DOOR w IV ALL CAST-IRON AND HDPE COVERS SHALL BESET AT FINISHED GRADE, BE G o -- FLDODZONEK w_ n•o 15 , HYDRO ACTION AN600 LOCKING, TAMPER-RESISTANT,WATERTIGHT, INSECT-PROOF, FLAT, SKID-PROOF,AND a --'10.2%ANNUAL ACE � WANTI-BUOYANCY+ 2 ENTRIES CY- 'WE Q BE APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF ?, FLOODZONF ,� Q SEWER PIPE > WITHSTANDING A TRUCK WHEEL LOAD(36 S IN. OF 2500 LB FOR 60 MIN WITH A MAX. 9 � A CO ho EXIST. CESSPOOL TO BE REMOVED ` > DOUBLE SIDED VERTICAL DEFLECTION OF 1.5 INI. ZP� v 45 DEG. ELBOWS V. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE WYE SEPTIC TANKS.THEY SHALL BE SET AT FINISHED GRADE, BE LOCKING,WATERTIGHT, CUT AND PLUG THREE OF THE R 's s 30 DEG ELBOW 60 DEG WYE LASCO 0448-040 �� OR EQ. INSECT-PROOF,AND BE APPROVED FOR SEWERAGE USE. SEWER PIPE EXITS. O(,� � � i VI. IF A RISER COVER WEIGHS (LESS THAN 60LBS A SECONDARY SAFETY LID OR REPLUMB PIPING TO OTHER EXIT T� DEVICE SHALL BE PROVIDED. 5, m� o �� 12 POWER SUPPLY CONNECTED TO <DEDICATED 115 VOLT AC, CP t y LANTINGS N86°08'30"W 2. SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND o NPS_� � � � 156.15 AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR N `� ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2:FOR USE WITH SINGLE-PHASE,-20 AMP CIRCUIT 0 PLANTINGS Nq9� DECAY. BREAKER ON HOUSE MAIN' +S� BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION A. ALL SEPTIC TANK&I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY W/DOUBLE SIDED SWEEP MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING METHODS. I. VACUUM TESTING MUST"PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A , - �GU�9lOCK 1tlOVEHHEMWIRES o �P ti CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC� Stogy �� LOSS OF 10%OR LESS. TEST HOLE a II. WATER TESTING: SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT 6z cVt� ELEVATION FOR 24 HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR e����e` CLEANOUT DETAILS PERIOD AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. EXIST. CESSPOOL B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A TO BE ABANDONED 2 TWATERTIGHT, O THEP PE WITH A SDFLEXIBLE: JOINT AND THE PIPE GASKET SHALL BE FASTENED STAINLESS STEEL RETRACTABLE CLAMP. ' 3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT TO THE BOTTOM OF THE TANK COVER. ABBREVIATIONS: 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BYyea�3 0 10 zo so 50 & AND LP LEACHING POOL AN ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER, AND IN COMPLIANCE WITH 5-111 AND 5-1148-7 OF CDHS RESIDENTIAL STANDARD 2016. @ AT MAX. MAXIMUM ALL OPENINGS SHALL MEET THE: FOLLOWING REQUIREMENTS: B.C. BOTTOM OF CURB MIN. MINIMUM A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES BW BOTTOM OF WALL N.T.S. NOT TO SCALE B. WHERE EXTENSIONS ARE REQUIRED, THEY SHALL BE WATERTIGHT C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF C. CONCRETE PROP. PROPOSED NONCORROSIVE C.O.O. CLEAN OUT REQ. REQUIRED MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF "ENTRANCE INTO TANK MAYBE FATAL" I/A OWTS LAYOUT E or ELEC. ELECTRIC HEALTH SERVICES 1 ELEV. or EL. ELEVATION ST SEPTIC TANK G GAS T.O. TOP OF HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS: WASTEWATER TREATMENT SYSTEM W WATER INV. INVERT W/ WITH 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE POWER SUPPLY LG LEACHING GALLEY IMPLEMENTED. CONNECTED TO 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH DEDICATED 115 VOLT AC, ✓ E C E 6 V ED] A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH)ON A MINIMUM 3 SINGLE-PHASE,20 AMP CIRCUIT INCH THICK(OR MANUFACTURER'S RECOMMENDATION) BED OF PROPERLY LEVELED AND BREAKER ON HOUSE PANEL COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL. BACKFILL SHALL BE PLACED FEB 1 4 2022 AROUND THE SEPTIC TANK&I/A OWTS IN SUCH A MANNER AS TO AVOID DAMAGE AND COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF LARGE STONES,STUMPS, CONTROL PANEL AND BLOWER IN COVER ON PAD AND CONSTRUCTION DEBRIS. Southold Town 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED GREATER THAN Board of Trustees TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE.FOR SEPTIC TANK 4"(2"MIN.) DIA. HDPE VENT &I/A OWTS WITH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER W/CARBON FILTER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. 18"MIN.ABOVE GRADE, 36"MIN. FROM ANY WINDOW OR DOOR GENERAL NOTE PROJECT: NO. Description Date 1. BEFORE ANY EXECUTION,VERIFY ON SITE,IF APPLICABLE: 4"WASTE CAST IRON WITHIN 2'FROM Innovative and Alternative Onsite GRADE ELEVATIONS AT THE:HOUSE WHERE THE WASTE MAIN PENETRATES. HOUSE FOUNDATION WALL, CONTINUED TO 4"WASTE GRADE ELEVATIONS WHEREEACH UNIT WILL BE INSTALLED. CLASS 2400 OR SDR 35, (OR SDR40) CLASS 2400 OR SDR 35, -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. asteWater Treatment System ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES 1/4"PER 12"SLOPE MIN. 1/8"PER 12"SLOPE MIN. (I/A OWTS) 220 Oak St. ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. HYDRO ACTION AN600 DISTRIBUTION BOX 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD EL. 12.5+/- W/ANTI-BUOYANCY, 12" POLYLOK 20"W/24"RISER studio a/b architects CONDITIONS EXIST. RISER, INSTALL W/SECONDARY SAFETY DEVICE 651 West Main Street, SECONDARY Riverhead NY 11901 ,, y SAFETY DEVICE,TYP. 3.0 MIN. CELLAR o I EL. 10.1'+/- EL. 10'+/- 0 \S M. C.O. �j 631 591 2402 v M 6313231426 r BASE FLOOD - - _ _ EL. 8.1'+/- glynis@studioabarchitects.com t` ' ----- ---- Of U::' LU LU w mailing address: �- - Q PO Box 444 oz o - Orient NY 11957 OF HIGHEST EXPECTED 0 4 3 0 0 12" _o z 12" �`" GROUNDWATER EL.2.5' (D ( - C; O cD cD - - - - - - - - -O 0000 - - -� - - - - 00 1.6 HIGHEST EXPECTED Owner: EL. 0'+/- - - - - w - � - ro - - 2 - - - GROUNDWATER EL 2,5' Rand I/A 01/VTS Layout (q IJJ o _ Randolph Amengual y of 0 co m J I- REPLACE SOILS BELOW ELGEN Antigone Amengual Project number 21236 NEW EXIT NEEDS TO BE EL 8.66' Iz z ^ v w0 M w ,� U_ TO EL.4'W/CLEAN SAND/GRAVEL n; r- ti >F- Date 2/11/2022 2 OR HIGHER a, O Y ih g z cn W W W Q C'? W W W F- w property Tax Map#: Drawn by GB v 0 5 10 FT z - > O w > > O > � 0 O 1000-077.00-02.00-004.000 0 z m O Lu z_ z_ m z z_ v co Checked by HA v o site street address: N 220 Oak Avenue . O N SECTION DIAGRAM Southold, NY 11971 3/16 1 0 2 " = Scale As indicated N ITEM PIN DESCRIPTION QTY: 022.45" A HA-AN600-R TANK,AN600 245 NITROGEN REDUCTION REMOTE 1 021.65" a 1E10055 TANK, AN600 245 PRETREATMENT 1 1 INLET, B 1310002 SNG STANDARD 2 TANK CONNECTING KIT 1 I 7 OUTLETS D 100111 ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN600 1 -020.65" B A14600-P AN600 W/PLATFORM COMPLETE 1 POLYLOK 20"COVER ON E EC:50-30-L120-PLC EC50-30-L-120-PLC 1 I 24" RISER WITH APJ600 245 NITROGEN REDUCTION SYSTEM REMOTE TOP�/IEW SECONDARY SAFETY II DEVICE 23.55" - EL.XX' 143 1/4" 0) BOX ACCEPTS: LIGHT COVER#3009C ° - o HEAVY COVER#3017-C20 ! 7 079 GRATE #3017-G20 Oso 6:79 N 22.45 6"TALL RISER#3009 ` 12"TALL RISER#3009-R12 00 - ENDCAP TYPE LEVELING DEVICE M _ l U) '� Ir; _ - BOX SEAL, 11 POLYLOK SEAL 2"INCREMENT, #3001 TYPAOPLCSTYP. ° TYP. MIN. 12"COMPACTED SAND OR INLET OUTLET PEA GRAVEL LEVELING PAD 061 027 INV. EL. INV. EL. 7.3' 2� 7.47' BOTTOM OF BOX EL.6.88' 1 � 062 O6 POLYLOK 20" D-BOX FRONT/SIDE VIEW 0 1 2 FT 072 MATERIAL-HDPE 076 0322 USE 6" RISER(NOT 12") FOR THIS PLC CONTROL PANEL NSTALLLSECONDARY SAFFETYDEVICEATYPTIF>6 3 DISTRIBUTION BOX Pol lok DETAILS W/HP120 1/2 1 0 11 COMPRESSOR ® ADDITIONAL RISER IS USED TOP SOIL TO MAKE ALL CAPS FLUSH GRADE FOR PROPER DRAINAGE 48" 48" 48" CLEAN BACKFILL 4"PERFORATED PIPE 6" 3;" 6" IF MORE THAN 18",VENTING N IS REQUIRED 1: 12 /Lz z 1 EL. 8.1' CN o ASTM C33 SAND 7214 64 63 < a ZZI a oa CLEAN `' CLEAN SAND SAND AND 21 '1 GRAVEL SP OR SW SOIL GRAVEL — — — — — — — — — — — — — e � 72 HIGHEST RECORDED HIGH FLANGE DIA FLANGE DIA EXCAVATE TO EL. = 4'+/-, WHERE GROUNDWATER ELEVATION 0 1 2 FT AN600 245 NITROGEN REDUCTION SYSTEM REMOTE SEE UPLOADED ANTI-BUOYANCY SOIL TYPE SP OR SW APPEARS EL.2.5' 1 I I CALCULATIONS USING HYDRO ACTION CROSS REPLACE THE SOIL WITH CLEAN CALCULATOR, COMPLIES. SAND AND GRAVEL, TYP. n HYDRO ACTION AN600 DETAILS 1/2" = 1'-0" 12" 12" LENGTH - --------------------------------------- --------------------------------------- - - -------_-----_— ' I I CONNECT ENDS FOR EQUALIZATION - - PUMP COMPRESSER POWER CIRCUIT NOTE: ALL MOTORS a• : ° a `' '' a C'B1 MUST HAVE .'9 ;° - . . °. . °� "°", ° " °: ° ' • - a. . q' ",. TIMER INTERNAL OVERLOAD L1 B"` a"` -1 PROTECTION. FLOAT&PUMP CONNECTIONS -"' ° • ° °. 4 TIGH71'ENING•TORQUE-161N-LDS N wer I I euc P1 ° , Lon SPRAY ',,PUMP RATINGS: MA PUMP i 1HP ® 115V ° ° ° „° 4. 4<" ° ° a ° • ° ° MOTOR; 15.0 F.L.A. L1 N SPI N RPI N C1 1 2 3 4Wff pSANDN.. . �'� N ---------- ° ti ° a �_ °AND° CB2 M1 -�--, _ P1 ----------/ RECIRC ,PUMP RATINGS: a _ q- — - — I PUMP ,'1/2HP ® 115V ------- ---- MOTOR,:10.0 F.L.A.F _ L SP OR SW EL.2.5 +/- C; IIF—�G i�,�`` LONGITUDINAL `" 0 °R` C1 ----------/ COMP ',COMP. RATINGS: i 11/4HP 0 115V N __________�` MOTOR /5.4 F.L.A. 4"PIPE AND No. Description Date PROJECT: AIR SWITCH 12„ 12„ Innovative and Alternative Onsite L :B4 s LENGTH - WasteWater Treatment System RUN IF MORE THAN 18",�"' s �ti,T,t 4 R�° '� LR1 (VA OWTS) 220 Oak St. VENTING IS REQUIRED MUTE I °'� ""' z - Studio a/b architects ""' LR1 aW aW TEST AAIARM POWER CONNECTION DIAGRAM (SIMPLEX) -------------------- --------- ----- N 651 West Main Street, --------- LR1 ego 01 P►RT N0. ------------------------------ - - -------------- Riverhead NY 11901 6315912402 = - M 1 -Q I RED aLX V I I �,� LF 1 1 I PLC-5030 1 I RED 631 3231426 `'t`A C~ f d - s I nis studioaba t r - - g rchitec s.com - - Y @ rrhh d°• mailing address: r d < PO Box 444 Orient NY 11957 NOTES: MAIN PANEL DISCONNECT MUST BE PROVIDED 13Y INSTALLER. �n DASHED LINES INDICATE ITEMS NOT CONTAINED IN THE PANEL FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. REQUIRED TORQUE FOR TERMINAL BLOCK SCREIV�S IS 16 in–lbs. ° 4 CLEAN" 8 SAND SCHEMATIC, ELECTRICAL L4�_ ` �AND,aa Owner: 4 a;. °= Randolph Amengual IIA OWTS Details SIMPLEX W/EXT. CORD ° ° °_ „ ° " PART N0. — — .— PLC-5030 L — SP OR SW Antigone Amengual Project number 21236 EL.2.5 +/- Date 2/11/2022 m LONGITUDINAL IL property Tax Map#: Drawn by GB CO 1000-077.00-02.00-004.000 ELEC DIAGRAM HYDRO ACTION ELJEN GSF LEACHING SYSTEM DETAILS Checked by HA N 4 site street address: N N.T.S. 1/2" = 1'-0" 220 Oak Avenue . 02 N" Southold, NY 11971 f Scale As indicated N