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HomeMy WebLinkAbout1000-144.-5-17 OFFICE LOCATION: rjf soyo MAILING ADDRESS: Town Hall Annex �� lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY 11971 Cou�m,��' ' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 14, 2019 Re: LWRP Coastal Consistency Review for MICHAEL GERACI SCTM# 1000-144-5-17 AMP Architecture on behalf of MICHAEL GERACI requests Wetland Permit to remove existing sanitary system and install a new IAOWTS sanitary system with approximately 900 sq.ft. of land disturbance during installation; all disturbed areas will be filled and seeded. Located: 525 Old Salt Road, Mattituck. SCTM# 1000-144-5-17 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 on the new submittal and my assessment, the proposed action is recommended as 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 Town of Southold rRECEIVEID J JUN 07 201919 1LW",-CON818Ttl4CY-AgSE8SNgNT-FORM. soutnoic Town A. INSTRUCTIONS Planning Board ___1 1, All applidants for-permits* including Town of`-Southold agencies,es, shall complete this CCAF for Proposed actions that are subject to the,Town of Spirthold Waterftont Gbrisistency Review Lm This assessment Is- inteii&d to. supplement othOr i4form4ti6n used by a Town Of Southold agencyin making -a-- determination- -- - "of consistency. *Except minor exempt actions including Building Permits andother ministerial- permits not located within the Coastal Erosion Hazard&ea. 2, Before,answering the questions in Section C, the preparer of this form shouldA review.the'exempt minor action list policies and explanations of each policy contained-in the Town of Soiithold'Local Waterfront -Revitalization Program, A 'proposed ,actiog.will _be evaluated as to its significant beneficial gid-adverse,effects jMon coaiware,Fa- (which-includes all of Southold 3: If any question mi *UIs Section C on this form I- answered yes or,"no", -then the proposed action will. affect the achievement of the,LWRP policy standards and conditions contained in the consistency revi6wlaw. 'Thus: eachanswermustbe explkintd in detail, listing both suyybrfing_ai_id non., "SUIDBo fasts. If an action cannot be certified as-c-o--n's',st-'e---n'twith the L' WRP policy standards and conditions;lishall notbbundertaken. A copy of the LWRP is Milabk in the,following places:-online at the'Town of Southold Is website(southbldtown.noirthfork.-net), the,Board of Trustees Office, the Planning,Depariment Q local libraries and the Town Clerk'soffice. B. DESCRIMO N-0 V SY1 P,AND PROPOSED AMON Sk4Y_,1 PROJECTNAYM L4 The Application has been-sOniitted to,(check appropriate response): Towit Board El, Plannfi�&,BoArdE1 Building Dept. 0 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 regWation,land (b) Financial assistance(e.g-.grant loan,subsidy) Peimit,appi6val,-licensei certification- Nature and extent bfacilon: ­ P al'51C 114 c�4 5-1"' 1 1 m YiAALI) 4a� 64� A',14S LM C6r 110&119A, I-1- OW V ` a Location of addoi n.: 2c; -C)tc� Site acreage: P,resent,land use: Present-zoningy classification:. (e) -2. If an application for the proposed action_-has-been_filed,with the Tout of Southold agency, the following infoiinafion-shall.be piovided: (a) Name of applioaat: (b) Mailing address: .15 4p C-) (c) Telephone.number:.Area`Code (d) Application number,if any,:_ - Will the action bei-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 Oy analy zing how the project will further supgiort or not support tine policies. Provide.all pro6osed Best Managenncut;Practices that will further each policy. Incomplete answers will require-that the'form-be retiurned for completion. DEV LOPEID COAST['PQL%ICY Policy 1. Foster a,pattem 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 effeets.of developykent. See_ LWRP Section III'—Policies; Page 2 for evaluation criteria. Flues' No 5d Not•Applieable Attach additional sheets if inecessary - Policy 2. Protect and preserve historic. and archaeological resources of the Towyn_.of Southold. See LVW Section III-,Policies Pages 3 through 6 for-ev- tion'criteria Q Yes,F] No 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 evabiation criteria Q Yes No Not Applicable Attach additional sheets if necessary NATURAL COAST]POLICIES Policy 4. Nfinimize loss of life, structures, and natural'resources from flooding,and erosion. See L WR1P Section III-Policies Pages S through 16 for evaluation criteria 1 Yes 1`ToX�4 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 Q No Not Applicable Y `12&_`y_,37� a,,G c^10 4 LLQ�- - n 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 Habitat`s and wetlands. See LWRP Section III—Policies; Pages 22 though 32 for evaluation criteria. 0 F1 Yes 'No Not Applicable ; m DL)y z:��yk kx - , Attach additional sheets ifnecessary Policy 7. Protect and improve air- quality ie'In the- oWia of Southold. SeWAP-Section`M — policies" Page .12 through 34 for evaluation criteria. Yes 'Q No Not Applicable .Attach additional sheets if necessary - - Policy 8., Minihike-environmental-degradation in`Town of Southold from",solid waste.and hazardous guhstandes,and wastes. See LWRP Section,III—Policies; Pages 34 through 38 fo_r evalnatio�i criteria. Yes EI'No,-'ED Not Applicable ►- ter cr`2 Vs� InIDA � n� �� h�7 -^,– ► PUBLIC CQASt'POLICIES -Policy 9. Provide for-public access to, and recreational nse af, coastal waters, public lands, and_public ,resources of the Town of Southold. See LMTT Section III—Policies; Pages 3s through 46 for evaletati®n cAteria. 1:1 �'e� Nor@ Applicable' Attach additional sheets'if necessary - —- WORHING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in 3 suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. P - M Yes ❑,No ONoi Applicable Attach additional sheets ifnecessw ]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. Q Yes Q No® Not Applicable Attach additional sheets-if necessary. Policy 12. Protect agricultural lands-in the-Town of Southold. See LW_ RP Section W_Policies -Pages 62 through 65 for evaluation criteria. : 'Yes D No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate .use' and development of energy and mineral resources. See LWRP Section M—Policies; Pages 65 through 68 for evaluation criteria. M Yes Q No ' Not Applicable PREPA1tED BY i-_L_10J&__ ' _ __-._ Tim-- ch, i�2 cC� :DATE.; 2"► f�. w r Its 1 - SepticExisting of 2 Existing Septicof 2 rWOU vs s w• f d Y Proposed ••tic—Facing Wetlands • p ,�.. n �.-- r•,u.aocex*r iu s[wiCEnGEr.Cv '�'�. P 1 � nsrncr wo - PROPEIINAIFV A S a'PP P r P r 4 P O � ( a �• ' r 6 P ' P P +e ,e P ,� • •� M 4 A3 �, a v�Ng Orr P40 /P� I pGOpI\G E (21) �"' -----� u'�' __'°'__ �� NOTICE COUNTY OF SUFFOLK © e * � 50YTNOlD SECTION No O2 '�°'� .` Real Property Tax Service Agency Y ee tyU RIr d.NYlIM M NWOF Or ��• N �r� '�•"_ r� a y►awu. __�__ yww_—n-- w YY P w xinw PROPERTY MM N LOT 8 SURVEY OF PROPERTY A T SIA TTIT UCK TO WN OF SO UTHOLD SUFFOLK CO UST T Y, NY ARDS 1000-144-05-17 D N RICH L SCALE. 1 "=20' N/p/F CD �� Yp,CH NOVEMBER 25, 2009 z BASIN o o H DNG p BULKHEAD 5900- ,po'�E -p 56 O' N79'o5 \\ \� oo g �1g"N 9I �qC, o ��� 4^54 , 27 ��iqA�q�J Bg• G o GPZ�BD CO N nE aNE ALL � �ZOZ err �i'." L tom. E � F�� C� ��••~1_ 9.05"oo"E oMAY 3 2019 O ' w 3a.�' �. 5 N7 23.00 cr p � Soati�aitl?�;ryn WBoard cf Tr,;slp^s O ice. T O 7J 9.2 iTl — y' O PSPNA�T g o02 d G� �. NcnNo yp � CERTIFIED TO: p w 0 LOT 6 MICHAEL GERA Cl �y�' 2k 6Ln p/ ALPHA ABSTRACT LLC 6 0, ■ =MONUMENT �\ -b\ ' p/o LOT AREA=207414 SCS. FT. �o 7 TO TIE LINE LpT LOT NUMBERS REFER TO "MAP OF SALT w LAKE VILLAGE" PLA TE NO. 1 OF 2. FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE HEAD WIRES ON MA Y 10, 1940 AS FILE NO. 1310. 25, I DVR - ANY ALTERATION OR ADDITION TO THIS SURVEY ISA VIOLA TION POLE UnLITY — r 79'S 0 N.Y.S LIC. NO, 49618 PECON/C SURVEYORS, P.C. OF SECT/ON 72090E THE NEW YORK STATE EDUCATION LAW. „W D (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS _ — r , SAIDHEREON MAP AREVALID VCOPIES BEAR THEAP AND IMPRESSED COPIES SEALOF OF ONLY IFTHE SURVEYOR i EDGE OF PAVEMENT 57905 �0SALT RO 230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. OLD SOUTHOLD, N.Y 11971 , 9-210 GENERAL REQUIREMENTS: SITE PLAN INFORMATION PLACE SITUATED AT MATTITUGK ROCHELL 51TE PLAN NOTES: I. The Installer must hold a current Liquid Waste License pursuant to I/A OWT5 INSTALLATION STANDARDS: TOWN OF SOUTHOLD Suffolk County Code Chapter 563,Article VII (5eptic Industry 1. THI5 15 AN ARCHITECTS SITE PLAN $ 15 Businesses) through the Suffolk County Department of Labor, Licensing I. Install I/A OWTS tanks according to manufacturer's recommendations COUNTY OF SUFFOLK SUBJECT TO VERIFICATION BY A LICENSED and Consumer Affairs, pursuant to Suffolk County Code §563-70IThe while conforming with these standard. All applicable recommendations STATE OF NEW YORK $ SURVEYOR. THE INFORMATION Department of Labor,Licensing, and Consumer Affairs maintains a list of provided by the manufacturer shall be Implemented. LOT LLING REPRESENTED ON THI5 SITE PLAN 15 THE licensed I/A OWTS Maintenance Providers. DWE TER ARCHITECT'S BEST OF KNOWLEDGE AND 2. The I OWTS tank shall Installed level In all directions (with a SUFFOLK COUNTY TAX LOT # 1000-144-05-17 �BLIC WA WA5 OBTAINED FROM A SURVEY DATED 2. All I/A OWTS must be t registered with the Department In accordance maximum tolerance in any direction one of +/one quarter Inch) on a minimum P MARCH 25, 201a PREPARED BY: with Article Iq of the Suffolk County Sanitary Code prior to the 3-inch thick bed of properly leveled and compacted sand (free from LOT NUM8ER5 REFER TO "MAP OF SALT LAKE VILLAGE" Department granting certification of completed construction on as built rocks) or pea gravel. PEGONIC SURVEYORS plans. PLATE NO. I OF 2. FILED IN THE SUFFOLK COUNTY CLERK'S 1250 TRAVELER STREET 5. I/A OWT5 Tanks shall be provided with a single outlet, A distribution OFFICE ON MAY 10 IC140 AS FILE NO. 1310. SOUTHOLD, N.Y. IIP71 3. An executed Operation and Maintenance Contract between the box/manhole or distribution leaching structure may be.requlred for all k Maintenance Provider and Property owner must be submitted to the systems with multiple leaching structures unless on alternative design is NARDS TEL. (631) "165-5020 Department prior to approval of the I/A OWT5 registration by the approved by the Department. D N. RIC !� Department In accordance with Article Iq of the Suffolk County AREA= 20,414 Sq,. Ft. or 0.46 ACRES DWELLINGEDWAR Sanitary Code. 4. The top of the I/A OWTS tank shall not be located greater than 2.5 P� LIC Wp,�R Nlo/F VACANT c� YACHT feet or less than one foot below final grade. � BA 4. All installed I/A OWTS are required to have an Initial 3-year warranty ELEVATIONS REFERENCE NAVD Ioi88 Z_ and operation/maintenance service contract. After the Initial 5-year 5. At a minimum, all sampling manholes shall have 20-Inch covered CMF 00 a,� O ALONG operation and maintenance service contract has expired, property access openings to grade located over the inlet and outlet. Covers n `�z N • M.H.W. �I owners are expected to maintain on operation and maintenance shall be either 20-inch diameter watertight and Insect-proof locking EL 6.3' '� O 13 g4.39� contract in accordance with Article Iq of the Suffolk County Sanitary cast Iron covers or thermoplastic covers at final grade. All covers ���,3�0 �' 0 9� IM 0 Code. shall be designed In accordance with section 5-III of this standard. LOT,GOVERAGET- o,O' 05, a� Z o o P_O 5. When on I/A OWT5 requires a vent, the unit shall be vented to the TAX MAP# 1000-144-05-IT ? 6' N79 00 �`% % �� `L '�$„N 1 6. When sampling manholes area roved to be Installed In a drlvewa roof of the residence being served. Vent pipes shall extend a minimum or parking arca the manhole sha llpbe designed to be traffic bearing to 9 �'q0 GARB \� O 0 �` + N7�5 07 DISTRICT RESIDENCE R-40 �! � y v of 6 Inches above the roof line and the top of the vent shall have a meet the requirements of AASHTO H-20 or HS-20 loading. '9,0 '9� Bg' 0 �'0 a z 27' E J J EL 7.5' �.0 i E UN minimum horizontal separation of 12 Inches to the sloped portion of the % LOT G �� 0 P p y 7. The outlet Invert elevation shall be a minimum of 0.I foot below the DESCRIPTION AREA TOP BLKD. EL 5.4' roof. In cases where It is not practical to vent the system to the COVERAGE residence roof, a vent pipe may be piped to the exterior of the Inlet Invert elevation. ALL TOTAL LOT AREA 20,414.0 S.F. HEAT '7 -7- residence. and terminate a minimum of 18 Inches above grade and at t GENERATOR PUMP 0 � least I foot from property lines. These vent pipes shall be, located a 8. Sampling manholes shall have on inslde diameter of 2 feet or on EXISTING HOUSE 2,815.0 S.F. 13.8% EL 7.6 �a PAD pG• �✓ Z0 OP BLKD. EL 5.6' W minimum of 3 feet from any window or doorway and must terminate with a Inside area of 2 foot by 2 foot. _ GO y carbon filter device. All vent pipes must have a minimum diameter of 2 EXISTING PATIO 5114.0 S.F. 2.11% EL 7.6' / ` p ° �3� V) Inches. q. There shall be a maximum retention depth below the outlet invert Z l pw°f' o 'DDE O H elevation of six Inches. EX15TINO GAZEBO 44.0 5.F. 0.2% O _ N79.05 0, en V 6. Installation and use of the I/A OWT5 must conform to the >• Deportment's ap roved I/A OWTS guidance document prepared In 10. All sewer pipe penetrations In the sampling manhole shall be TOTAL AREA of ALL STRUCTURES 3453.0 S.F. Ib.q% W 01 23• V: W P hp g P P PP I' P 9 U1 •0 STONE LINED O (- accordance wit the standards for "Approval and Management of watertight. O W N� FISH POND EL s.5' O V Innovative and Alternative Onsite Wastewater Treatment Systems." D C"' CA • 2 = J ELECTRICAL REQUIREMENTS: r V 'J MINIMUM DESIGN REQUIREMENTS: � SPN P� � TEST HOLE DATA r- b P� -� Control Panels AMP ARCHITECTURE .Z Ln P RI�EVJ I. I/A OWT5 tanks shall be constructed of precast concrete, fiberglass, I. The control panel box must be placed outside on a suitable pedestal 15400 MAIN ROAD O GAS of eth lens of ro lens,thermoplastics,or other materials In near the structure that It serves. Alternative) the panel box may be MATTITUGK, N.Y. IIci52 C to SERVICE _ '? 1OTO� p y y yp py P y- P y o z REM01/®As PGR accordance with Department standards and IONYGRR, Appendix 75-A. mounted on an outside wall of the structure (preferable a utility room, 516.214.0160 a n v L!1 9 METER G�- c3 scDHs sTANVARDs The use of steel tanks Is prohibited, and not a living space). Other locations for mounting the panel box will 02.22.201a Z C A ����' be considered by the Department on a case-by-case basis and with I/A M �� o y N CANT. 2. When on I/A OWT5 requires a septic tank for pretreatment the septic OWT5 manufacturer approval. D m ut y o 6�Z�Z o ° i� / 1 tank shall be Suffolk County Department of Health 5ervlces 12/211/1-1 17 1 .o p -� - / T 6 Page 15-1 designed In accordance with sections 5-10'7 and 5-Idq of this 2. The name of the I/A OWT5 04M Provider must be clearly Identified EL=q.I' m 94 5� � y _ P/0 LO standard. on the outside of the panel and include a phone number to contact In O Z O s'u, case of alarm. BROWN W O 3. Unless otherwise specified, the leaching structure/system that follows r O on I/A OWT5 shall be designed In accordance with section 5-10T and 3. Exterior panel placement enables the system to be serviced at any OL LOAM D � _ \ 5-110 of this standard. time, eliminating the need to access the Inside of the building. -{ -Z t�j l 5� ��q / EP l I 4. The panel box must be within view of the system location to help 2.5' - (T1 0 CONC.-PAVED /a,M� �� / 6 4. At a minimum, all I/A OWTS treatment tanks shall have 20-Inch facilitate operation and maintenance. STooP R/o �, K p a MIN LP 0 LD NG 1 covered access openings BROWN FINE TO N TMT STOOP �_ 15�' � 2pfi s P/ L to rade located over the Inlet and outlet. Covers shall be either SW COARSE SAND WITH (OLE cr• t P _ LP CP DWELLING g 5. The control panel shall be placed at a comfortable height for y , A < a, WA 20-inch diameter watertight and Insect- roof locking cast Iron covers 10% GRAVEL EL. I-I O �, LP g p g access in accordance with Federal Emergency Management Agency n _ AC UNIT \ �' �k / ` °' P�gLIC or thermoplastic covers at final grade. All covers and chimneys/risers (FEMA) flood zone requirements. 5.0' - M % HEAT WOOD X LP EP i shall be designed in accordance with section 5-111 of this GH CLAY 00 PUMP STOOP ; Mi to LP standard. 6. The panel shall meet National Electrical Manufacturers Associatlon 6.O' - 0 5. When a I/A OWT5 Is approved to be Installed In a driveway or (NEMA) 4X specifications. O. / pp y BROWN FINE To IDwPROP. T 7 parking area, the unit shall be designed and/or Installed to withstand 1• All below grade wiring must be run In electrical conduit.The conduit 5W COARSE SAND WITH R ` _ / LO H5-20 or H-20 loading as designated by must have appropriate seals to prevent gases and moisture from 10% GRAVEL AASHTO. reaching the control panel or junction boxes. 8.4' - �� �- 6. Garbage grinders shall not be permitted when an I/A OWTS is utilized 8. Each system shall be equipped with a functioning warning system which �� \ as means of sewage will activate audible and visual alarms that can be readily seen and �St9 OVERHEAD yyIRES disposal. heard by the occupants of the building served. The Department OVER= recommends a telemetry device be Installed to provide immediate , .Y. MF D Water softeners shall not discharge into an I/A OWTS and the remote alarm notification to the OSM provider covered by the 04M WATER Uo E CMF 79.50 Department recommends water softener backwash be connected to an agreement. VAULT onsite drywell acceptable to Town or Village building Departments. WATER IN BROWN CMF q. Systems which are not designed to flow by gravity are recommended SW FINE TO COARSE 5'00"W ROAD , durable T5 tans that are b not might to constructed of sound and to be equipped with a control panel with means of connecting a SAND HITTHHL10% � EL 7.1 t EDGE OF PAVEMENTS79'0 SALT 75 portable generator to operate the system during a power outage. OLD DWELLING decay. 56 WE q. All tanks must be watertight. Two methods of ensuring tanks are PUMPS. BLOWERS, LEVEL SENSORS. AND CONTROLS: DWELLING R PUBLIC WATER watertl ht shall be. either vacuum testing or water pressure testing 9 9 P 9 I. The electrical junction box serving the pump motor and floats must be PUgLIC W 100 methods as follows: watertight and located outside the I/A OATS tank chamber. DWELLING R 10. Vacuum testing: Seal the empty tank and apply a vacuum to four (4) 2, Any blowers located outside of the I/A OWTS unit must be. placed on COMMENTS: WATER ENCOUNTERED 7$' TE Inches(IOomm) of mercury. The tank Is approved if 110% of vaouum Is a pad Suffolk county Department of Health Services 12/24/1?Page 145 8.4' BELOW SURFACE P�gLIC WA held for two minutes. (concrete, plastic or fiberglass) and have a soundproof enclosure cover. 11. Water testing: Seal tank;fill tank with water to outlet Invert elevation, let stand for 24 hours. Refill the tank to the outlet Invert 3. All pumps and float trees must be accessible and serviceable from after the 24-hour period is complete. Let the tank stand for on access openings. DWELLINGTER additional 10-hour period. The tank Is approved if water level is held WA for the 10-hour period. Water pressure testing Is recommended to be 4. The floats shall be attached to a Schedule 40 PVC, float tree that P�gLIC d a m so 40 W done onsite after Installation, can be easily removed for service or adjustment. The floats shall not S I T �� � be attached to the force maln. °""""`^� '•'•I I/A OWTS TANK CONSTRUCTION MATERIAL REQUIREMENTS: S. The Department shall observe the pump system operate through a SCALE: 1'-0" = 20'-O" O Non-Concrete Tanks normal operating cycle. 0 fA.orce All walls, floors, and roof and access covers shall resist an applied FROFOSED SEFT G S STEM DETAIL force of 300 pounds per square foot (psf). b.inspectlon for leakage of the force main fittings will be made during sPEGIFIGATIONs the pump test procedure. MAG WR EXI5TIN6 YSTEM CONTROL/ALARM LU AIR FLOW 2.a OFM F.F.EL= 10.6 B. Unless otherwise stated In this standard, non-concrete prefabricated NORMAL PrzZZ s` 22 MI (NEMA 4X RATED) NOT TO SCALE Q tanks shall conform to the International Association of Plumbing and ALARM PANEL SHALL BE: - -- Mechanical Officials (IAPMAO) American National Standard for 0VnZPOWER 120v/4 IWH Hz AG 8oR LOWER Prefabricated Septic Tanks ANSI ZI000-200'7 material requirements MI&HTcoNNEGTION s11 L55 _ APPROVED BY P cl -IN A WELL VENTILATED AREA A5 DRY AND PROTECTED FROM V�16HT n Las z C.O. I HEAVY DUTY LOCKING CAST Q IRON COVER TO GRADE w and any updates thereto. ELEMENTS AS POSSIBLE POWER GOIUt1PTION ss W IY ie"MANHOLE(TYP GIRGULATIO BOARD OF 1 f?USTEES POKER GABLE b F�'T Q DE EL-8.5 ASSEMBLY 5% MAXIMUM SLOPE GRADE EL="1.8 G. Non-concrete tanks shall not be Installed In areas where the -IN AS CLOSE OF PROXIMITY TO MACBLOWER AS POSSIBLE Q 4„ L groundwater level can rise to the level of the bottom of the tank(s) installation i operation&Maintenance Notes: _ - - --------- - --- __ unless: -WIRED BY QUALIFIED ELEGTRIGIAN - Install blower on concrete base. Ensure adequate ventilation SDR 35 PVG:OR DOWN OF SOUTHOLD I. The tank Is manufactured to accommodate an anchoring system. and protect against sunlight. INV. EL. 7.0' MIN. 4" DIA. _ -- 2. The design rofessional submits buoyancy GAIGVIatlOns. Maintenance requires a trained technician. to DATE �w g p y y -IN A LOCATION THAT ALLOWS UNENCUMBERED ACCESS FOR - For maximum efficiency,inspect and clean internal air filter XIST. CRAWL EPAG SDR 35 PVG OR t _ i EQUI VAUNT " . INV. EL. 6.4 `� tt APC :2. ' 3. Calculations shall be done with highest expected/recorded) ground INSPECTION AND MAINTENANCE onceevery3months EQUIVALENT Q ' - �: !: : JVNG lII go water. - Replace diaphragm/valve assembly once every 12months =� ® _� MIN. PITCH ..;i LEACHING POOL LEACHING POOL �� y q p y AIR BLOWER SHALL $E: (Note: A damaged diaphragm will trigger the Automatic-Sto MIN. P I TGH :I ,� '•... 4. A safety factor of 1.5 is required. To provide a safety factor of 1.5 p Oj © INV. EL. 6.5 0 anchoring or additional ballast can be used. Soil cover on top of the s function). © m ! •,'.:. ' (rte <� tank INV. EL. b.7' --.._ i' ��a3 0 shall not be considered when determining the amount of anchoring or -IN AS CLOSE PROXIMITY TO CONTROL PANEL AS POSSIBLE I ballast weight required. 8I 5. Particular care must be taken during Installation, bedding, and -ON A 50LID (E.6. CONCRETE) PAD TO MINIMIZE VIBRATIONS -� V4 = FUJI MODEL CE5 backfilling of these units so as to prevent damage to tank walls. The -IN A LOCATION ABOVE WATER LEVEL = 7��5 �� manufacturer's &ROUND WATER EL=O.'7' ': :. O �N Installation Instructions shall be followed. -AWAY FROM &REA5E EXHAUST FANS \ ° _ CHAMBER Volume ( al) BACKFILL MATERIAL SHALL BE F �� 6. All tanks should be sold by the manufacturer completely assembled. Q Sedimentation Chamber lab COARSE SAND AND GRAVEL If, because of size, the tank is delivered to the site in sections, all -AWAY FROM BEDROOM WINDOWS AND OTHER LOCATIONS WHERE Joints shall be sealed with watertight gaskets. OPERATIONAL SOUNDS MAY BE A NU15ANCE - Q Anaerobic Filtration Chamber Iq8 LEACHING FOOLS (5) 7. All tanks shall be tested for water tightness after Installation using a �y n I it ( Aertobic Contact Filtration Chamber Q5 method specified by the manufacturer and approved by the Department. -IN A LOCATION THAT ALLOWS UNENCUMBERED ACOF55 FOR 1 -74 /LJ. ® Storage Chamber 44 I. MINIMUM LEACHING SYSTEM FORA 4 BEDROOM HOUSE POOL HOUSE IS 27 sq ft 51DEWALL AREA. ;d 1 i `PROJECT: INSPECTION AND MAINTENANCE l I 1. D. In addition to the separation distances stated In Table I, © Disinfection Chamber 4 5 POOLS;3' DEEP, 8' dla. MAY non-concrete tanks shall not be Installed within three (3) feet of a -WITH PROPER ELECTRICAL &ROUNDING Total Volume 540 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) Lal G ERACI driveway or parking area unless a permanent fence or other permanent LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. I traffic barrier Is Installed (such as curbs). -WITH WIRING AND ELECTRICAL CONNECTIONS MADE BY A LICENSED SPECIFICATIONS '� ^�-A- RESIDENCE ELECTRICIAN = Anaerobic Media PP / PE Fillin Rate 31% 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). ' ,..-,,n. - WITH NO OBJECTS ON TOP OF ELECTRICAL CORD _ - Board Type Aerobic Media PVG / PP / PE Fillin Rate 16% 4. A l0' min. DISTANCE BETWEEN LEAGHIN& POOLS AND WATER LINE SHALL BE MAINTAINED. Aerobic Media PP / PE Fillin Rate 55% 5. AN 5' min. DISTANCE BETWEEN SEPTIC TANK SHALL BE MAINTAINED. _ -IN A WELL-VENTILATED SPACE OUT OF DIRECT SUNLIGHT AND Blower 2.8 cfm PROTECTED FROM ELEMENTS SUCH AS DIRECT RAIN OR 5NOWFALL Tank FRP Piping PVC, / PP / PE IKEY MAP] � 525 OLD SALT ROAD -� Access Covers Plastic / Gast Iron MATTITUCK, N.Y. 11952 Disinfectant (Optlonal) Chlorine Tablets n SUFFOL< COUNTY HEALTH DEPARTMENT AFFROVAL I 4 I �py���,��0 y DRAWING TITLE: MAG 80R BLOWER SCUM B2It FL�ENTIL?�TION PIPE �/ �0 25 �YL SITE PLAN B " PROPOSED SEPTIC SCALE: 1-1/2" = 1'-0" 21-55 " _71-21- 2,-O" EGIRGULATION �� '' A I R LIFT PUMP � ISINFEGTION 4" INLET PIP 3 CYLINDER (OPTIONAL) PAGE: 5 4" OUTLET PIPE SP-100 INLET BAFFLE @� 20 EFFLUENT � ?�i R LIFT PUMP DATE: 04/29/19 10 F 1 REGIRGUL TION PIPE FLOW BAFFLE /2" SIR INTP�iGE y�Q. Bio k- IT7 FLOW OPE'NINO (TYP. (GLEANINO OPENINO) AA SITE FUJI GE--5 FLAN X I EN O 300 600 1100 (J¢�O��O SCALE: 1/2" = 1'-0" 6RAPHIG SCALE