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HomeMy WebLinkAbout1000-66.-2-35 OFFICE LOCATION: � _. O� MAILING ADDRESS: Town Hall Annex = `'' P.O.Sox 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) G Telephone: 631765-1938 Southold, NY 11971 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM MAR 1 1 2Q?5 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 significant beneficial and adverse effects upon the 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 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# (n �p. - _- 3 S v IT ti.C.G t PROJECT NAME / f : The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees l. 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: ❑� Nature and extent of action: Location of action: O iewe..- S Aol , —69—ab �I� 70 Site acreage:_____-, 3 k, r e1 Present land use:�•�l1�r�it,�//� P fi Present zoning classification: { (e 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: 1 l / (a) Name of applicant: /#WA4Q,G(� 1• �l,T✓CG r , 6t le 2rJ (/ i 7 Ve-C r� (b) Mailing address: 6 oto A0!1 GI.I 1,eDw1,e f2)cs bvo lWe 7/ (c) Telephone number: Area Code 7 ' b to (d) Application number, if any: A),/8 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 eNo ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section�P-- Policies Pages 3 through 6 for evaluation criteria ❑ Yes 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 evaluation criteria ❑ Yes �KNo ❑ 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 1:1Not 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 19"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 Applicable J Y.lf 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 io 1:1 Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous sZyesF-1 s and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. No ❑ N t 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. ❑ Ye No ❑ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES 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 No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and T wn waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes No ❑ 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. ❑ 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 SY (�( � J cc— TITLE DATE S.C.T.M. NO. DISTRICT., 1000 SECTION:66 BLOCK:2 LOT(S):35 HIPPODROME DRIVE N 60020'40 E 12N 182.35' U.P. 2.I'S SHED- EL 6.4 P. ASPHALT DRIVEWAY K� I WV. SHOWER EL 6.8 0 kOD D�g SUP EL 5.5 i:::i:i 493::i:i::;::i: CD EL 8.0 sk EL 71 2 STY FRAME . EL 7.4 C—> DWELLING::: i FFL 8.5:::::j:j:j:.,� Z55 EL 5.3 C)— INTERTIDAL MARSH 2.0 '' :.:::� EL 6.7 (n ib EL6 0 4z 6.8 35.4' N3 !a M.H. EL 6.0 0 EL 5.0 t, 6 EL 7.1 (q cp EL 4.2 & 0 HEDGE PIPEA) 166.32 % S 6002040"w THE WAIER SUPPLMDRYNEZLS AND CESSPOOL LOCA77ONS Tow nELD 09SERVA17ONS AND OR DATA OBTAINED FROM OTHINI FEMA MAP#36103CO158H AREA:13,074.95 SOFT.or 0.30 ACRES ELEVARON DATUM,-NAVD88— DNAulNOWED ALTD?AnDN OR AMMON TO"aSSURVEY IS A W"nDN WSEC17ON 7209 OF RE NEW VER(STATE EWCA RON LAW COPIES OF 7W SURVEY MAP NOT BEARNG M LAND SURVEMS DAWSSM-WX MULL NOT RE CMgDD?W 70 BE A L RUN COMPANY Y,G=y USE UTARANTEES IED TX ARE Glum amowlfmm &4satmis AT W ME OF SURVEY N VITUCCI: mwN OF.SOUTHOLD I SUFFOLK COUNTY.NEW YORK Os4sF 03 as P.O.Bm 153 Aquebosue,NM York 11931 OtE 0 223-91 scAm V=20' DATE JUNE 19.2023 mm Lisr na asaw PROICI(031)gga-I0ee TAX(631)R 15W A5-BUILT SITE INFORMATION: -SUFFOLK COUNTY TAX MAP ID: 1000-GG-02-35 -EXISTING 5 BEDROOM HOME NO PROPOSED CONSTRUCTION. 'P -LOT AREA:ACRE 0.30G. 13,074.95 5F. -PROPERTY LOCATED AT G20 ROGERS ROAD SOUTHOLD.TOWN OF SOUTHOLD,5UFFOLK COUNTY, NEW YORK c -SURVEY PROVIDED BY:KENNETH WOYCHUCK L5 OG-1 9-2023 -VERTICAL DATUM-NAVE)'1 988 DATUM -PUBLIC WATER SERVICE -ALL HOMES WITHIN 1 50LF OF PROPERTY CONNECTED TO PUBLIC WATER SERVICE ®' LLJ -SURFACE WATER$WETLANDS SHOWN ON 51TE PLAN. C-) w LV EDGE Cf PArrPAENT GENERAL NOTES: GETR m'' ��� w 1. DESIGN FOR 5-BEDROOM HOME.FAILING BLOCK CESSPOOL. FD 09,481 w 2. I/A OWT5 SANITARY REPLACEMENT DESIGN-SUFFOLK COUNTY SIP GRANT PROJEC . 10NdH 3.51TE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OWT5 SANITARY SYSTEM��R�F�,�. 1 75.00! CONSTRUCTION ONLY.EXACT PROPERTY BOUNDARIES,UTILITY LOCATIONS AND ELEVATI _ P--y p FOUR(4)PROPOSED 4'X 20.EUEN GSF GEOTEXTILE ARE NOT GUARANTEED. S 29 39'20"F air.. SAND FILTER GRAVITY TRENCHES SPACED 4-FEET 4.ELEVATIONS BASED ON PROPERTY SURVEY PROVIDED BY KENNETH WOYCHUCK L5 OG-1 9-2023 C APART WITH 6-INCH ASTM C-33 SPECIFIED SAND SIDE 5. ON51TE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING SITE 106.0! � ?'A q I V WALL AND UNDERLAY.MAX BURY DEPTH 341NCHES WORK. _ I TO BOTTOM OF SPECIFIED SAND.DISTAL END OF FUTURE EXPANSION $i I + I I EUENTO BE VENTED TO A TCARBON VENT. G.501L TEST HOLE DATA PROVIDED BY HOMEPORT ENGINEERING PC OG-27-2024 o uIN /1 I I f �� 7. EXISTING SANITARY CE55POOL5(5)TO BE PUMPED AND REMOVED AS NECESSARY PER 5CDHS > STANDARDS. I N V/ PROPOSED I/A OWT5 SEPTIC SYSTEM FOR UP TO 5 BEDROOM RESIDENCE: x 1 I-. , I P a 1. ONE(I)FUJI CEN-7 I/A OWT5 WITH DEADMEN FOR ANTI-BUOYANCY AND 90°ADAPTER i l =6 ° ( PROPOSED POLYLOK 2. ONE())FUJI MAC I OOR BLOWER,VENT AND FUJI CONTROL ASSEMBLY. �J J fi a5 !o DISTRIBUTION BOX Q N eo ri 0ti 3.ONE(1)POLYLOK DISTRIBUTION BOX (� FFV 4.FOUR(4)20 ROWS OF EUEN GEOTFXTILE SAND FILTER(G5F)TOTAL OF GO LF. Q r A 5. TWO(2)20'ROW FOR FUTURE EXPANSION O EXISTING PUBLIC W WATER SERVICE 1 4 ` 1-s,Gl. �' G.APPROXIMATELY 40 YARDS OF CLEAN SAND FILL FOR USE BENEATH SANITARY LEACHING y COI±ERED COZ.PAT,O1 'u PROPOSED FUJI CEN-7 UA OWTS STRUCTURES AND FINAL GRADING AROUND I/A OWT5. W/DEADMEN FOR GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: ly- - LI, y� :: 3�.4',;•;:•;•: cv ANTI-BUOYANCY&90°ADAPTER ER SUFFOLK COUNTY W LL I. I/A OWT5 SEPTIC SYST R EM DESIGNED POP,UP TO 5 BEDROOM HOME P EXISTING VEGETATION TO BE DEPARTMENT OF HEALTH STANDARDS(SCDHS). ( J :'L'-':C`..:..:.'•:}':.:.L 1 REMOVED AS NECESSARY 2. INTERIOR PLUMBING AND INVERT TO BE RELOCATED BY LICENSED PLUMBING CONTRACTOR AS E-- EXISTINGOVERHEAD ::.' �`V pti.•:.='.:`•.f: O O ai LY'•:.:::•:.. o SHOWN ON PLANS. ELECTRIC SERVICE c- :c:i�::.:.}LYu ao.may;::: w PROPOSED WASTE LINE I� 3. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION PENETRATION AND (� L RELOCATION.4-INCH CAST IRON o INSTALLED BY LICENSED 4-INCH,VC SDR35 DOWNSTREAM OF FOUNDATION. PLUMBING CONTRACTOR. 4. I/A OWT5 SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ON51TE U51NG THE �- N so " i FUJI CONTROLPANEL,MACBLOWER METHOD APPROVED BY MANUFACTURER. C� N p ASSEMBLY,AND VENT 5. THE DESIGN ENGINEER SHALL OVERSEE THE OWTS DURING SYSTEM STARTUP. U) _ µ I} G. THE OWTS INSTALLER SHALL BE LICENSED,HOLD AN ENDORSEMENT FROM 5CDHS AND BE A °J FUJI AUTHORIZED INSTALLER. EXIS.SANITARY BLOCK 7. THE OWT5 INSTALLER SHALL REGISTER THE ON51TE TREATMENT SYSTEM WITH 5CDH5. THE ' CESSPOOLS TO BE PUMPED AND DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS REQUIRED BY 5CDHS. CP ABANDONED OR REMOVED PER SCDHS STANDARDS. 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE •r I N D CDrg! PROPERTY OWNER SHALL BE PROVIDED TO 5CDHS FOR I/A OWT5 AND EUEN SYSTEM. w:::- �'^ r,*,1�t?.U 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWT5. 10. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROP05ED SEPTIC SYSTEM. h 3 w o � 04 ����p5=r" �� I I. CONTRACTOR 15 RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY PRIOR TO z o° N o� Oti;1CD N 3 w°z INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. m o 3 �' � !ttl•t \ - i 1 2. THE CONTRACTOR 15 RESPONSIBLE FOR DE-WATERNG AND ACQUIRING ANY NECE55APlY °r. °' DE-WATERING PERMITS IF PUMPING GREATER THAN 45 GPM.GROUNDWATER 15 ANTICIPATED TO Wo'3°z >OO IL BE APPROXIMATELY 4.7'± BELOW NATIVE GRADE IN AREA OF I/A OWTS. 00 .0 D 3 r z 13. NOTE THERE IS AN EXISTING HOUSE TRAP. I/A OWTS TO BE VENTED THROUGH 2 INCH CARBON z m VENT.EUEN SYTEM TO BE VENTED THROUGH DISTAL END. p(\ j g 14. MAINTAIN I O-FOOT SETBACK FROM TREES TO EUEN. '� W LEGEND VJ O r 0 �] >� ( .•1-C.A5TIRpN LP-LINEAR FOOT T / co-a RING S LP M-5D MANIFOLD OL POOL cl W U Z CP-EX!SrTO SANITARY CE95POOL M-PSD MANIFOLD Z 0 ¢ J C7G-CV TO G:.ADE IAr-tvW(14:UM C Z () O OG 3a OB-DISTRf5UTION BOX MIN-MINIMUM .; EL-ELEVATION OV?5-ONSITE WA5TEwATER TREATME"IT 5Y5TER1 W W LLJ 3� l� IX-EXPANSION POOL Pi-PERCOLATION TEST W Y 0 E%f5-E:05TING 5CDH5-SUFFOLK COUNTY DEPARTMENT OF HEALTH 5ERWCE5 LL 3T FFE_FINISHED FLOOR ELEVATION 5T-5EPFIC TANK �i- Z L`Yil GE-GRADE ELEVATIG`I Tn-TEST HOLE V J O f'- GPD-GALLON5 PER DAY V-VENT L HEGE-HIGHE5T EXPECTED GPAURIDY/ATER T5-THRUST BLOCK r^ Z LyJ N ,. JA OWi5-INNOVATIVE/ALTERI LATH TY E OiVT5 TYP- PICAL V, ` LJ w(n ELT. IE-It PIER"OVATION SYM-WATER METER } 0 ?ice jOU H a-0 r � X O �lV DATE:07-02-24 SCALE: 1:30 DESIGNER:JB 5 A N ITAON) 51TE PLAN -'~ SHEET: SCALE= 1 :30 0 30' 60' s SQFECTION ]d'ACOESSCO R DESIGN NOTES: IWACCESS COVER tW ACCESS xr ACCESS oOFJ. -• •' (ttP) ITYP, (IYPI (OFToNAAL) -FUJI CLEAN CEN-7 FOR RESIDENTIAL STRENGTH WASTEWATER UP TO 700 ,` LOW OPEMNG .�xs+. ➢ItEtinU%e _ ` �,, C7 GPD. DESIGN FOR 6-15EDROOM 660 GPD. ,t.�, � •®pr �`'� -SECONDARY SAFETY COVERS TO BE INSTALLED UNDER ALL TREATMENT co�NrACTTNNiCD-w rowF�a w,.su.m°" UNIT COVERS. © Jj F ` -TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL BASE �itl a AND PROPERLY BACKFILLED PER MANUFACTURER RECOMMENDATIONS. -n+.w�ue�o-n.msa+.uawa< C C •e I -1f 9 1 ® S • em�s�.mw-+®a«w�amrum � +f� �-y - NA �y owcuuTtoN -USE WITH MAC I OOR BLOWER AND FUJI CLEAN CONTROL PANEL. ® RLR PUMP (N"-'.AEmn{gNdryLnp+m➢mr{v6e AGeo+aS2P � �`V a 6._1. INSTALLATION TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED INSTALLER g._1- 0 ONLY. s'-11• 4'-11- -START-UP AND SERVICE TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED ® SERVICE PROVIDER ONLY. Ro n+Eow A OYAWY AERATw ASSEM8Lr FUJI CLEAN CEN-7 ANTI-BUOYANCY CALCULATIONS W/CONCRETE FAs TAPE U DEADMAN 71 MATERIAL PROPERTIES: p WATER: 7.482 GAL/CF 8.34 LB/GAL 62.4 LB/CF I I CONCRETE:DRY: 150 LB/CF SUBMERGED/NET: 87.6 LB/CF I f• v_6J SECTION B-B VIEW SOIL: DRY: 100 LB/CF SATURATED: 1 17 LB/CF NET: 83 LB/CF FUJI CLEAN MAC I OOR BLOWER SECTION A-A VIEW g•_0• FUJI CEN-7 TANK EMPTY AT FULL SUBMERSION (6.0 FT): SCALE:NTS TOTAL VOLUME: 1069 GAL DRY WEIGHT: 705 LB W r B TOTAL BUOYANCY: 1069 GAL X 8.34 LB/GAL = 8,915 LB V Q � 1'-6• 3• t 2•-9 —1• CHAMBER Volome(gal) UT POST AT AN ANGLE O r Disinfection dfinentai..Chamber 397 PRECAST CONCRETE DEADMAN: RULL COW WA?R TO W EC,Ra UoN ' naerobic FiltrationCbwber 396 DIMENSIONS: 8 FT LONG X 1.5 FT WIDE X .66 FT TALL = 7.02 CF ® WAIR LIFT PUMPierobic Confahmber On Cham WICLPANkll!tA M1% EP'FECTpN lariEoarron chamner 90 TOTAL DRY WEIGHT: 7.92 CF X 150 LB/CF = 1188 LB CON'ROL P0.1°LCYLnmER Chamber 6 NET WEIGHT SUBMERGED IN WATER: 7.92 CF X 87.6 LB/CF = 694 LB W W d'INLET PIP -OURET PIPE TOmI VOIUmC 1669 AL JA SPECIFICATIONS �Z Anaerobic Media PPlPE LPC.MIDCOHTROL /1 O O SOIL WEIGHT ABOVE CONCRETE DEADMAN AT FULL SUBMERSION (6.0 FT): 0 1 oeLrnvcR V = Board T Aerobic Media PVC l PP I PE - AML—IFFI�v Aerobic Media PP/PE DEADMAN SURFACE AREA: 8 FT X 1.5 FT = 12 5F VITS LW;PJNG TO INLET BAFFLE—-' O Blower 3.5efm OP/r5 0 Tank FRP VOLUME OF SOIL: 12 FT X 6.0 FT = 72 CF N 0 'SSUE TRPATO Piping PVC/PP I PE •:xM1 FOBT Access Covers Plastic Cast Iron NET WEIGHT OF SOIL SUBIv1ERGED IN WATER: 72 CF X 83 LB/CF = 5,976 \\ �p /� KATNE^P.RE5L9TANT / U) -Irt'VENmA .PIPE I DisWmtam(Optional) Chlon..Tablets LB ENCLOSUP SUPPLED �l ?A,R[it 9Y A/AI:UPACTUP.CP. 1'-6• RE IRCUI mNPN LOW.nAF,FLE B J�FLCWOPEN`NG(TYP (CLEAMNGOPENPIG) FUJI CEN-7 i/A OWTS w/ANTI-BUOYANCY ANTI-BUOYANCY CALCULATIONS: SCALE: NTS NET BUOYANCY OF TANK: 8,9 15 LB- 705 LB = 8,2 10 LB CIRCUITUTf BREAKER NOTES: NET ANTI-BUOYANCY OF DEADMAN (2): G94 LB X 2 = 1 388 LB NET ANTI-BUOYANCY OF SOIL(2): 5,976 X 2 = 1 1,952 LB MAIM BREAf.ER ELECTRICAL.PANEL FUJI COT PANEL NET 3l KR HOUSE P&\TI. TOTAL NET ANTI-BUOYANCY: 13,340 LB csu-zoAnBs-IaovAc 13,340 LB/8,2 10 LB = I GO% > 1 50%5CDH5 REQUIREMENT wFuolG CB-LI el TO OtYT FUJI CEN-7 ANTI-BUOYANCY CALCULATION FUJI CLEAN CONTROL PANEL DETAIL FUJI CLEAN CEN-7 SINGLE LINE WIRING DIAGRAM SCALE: NTS SCALE:NTS SCALE:NTS M z 00 rn n (n U W d Z �Z L1J w J Y �~ ...................................................................................................... 10' .......................................................................................................................................................................................................... ................................................ w r 3"CARBQN VENT ON ELJEN GSF SYSTEM Q o FFEL E.5't 20"POLYLOK 64NCH BED OF SPECIFIED SAND ASTM C-33 BELOW ELJEN GSF SYSTEM EL O CLEANOUT 6 INCH RISERS TO GRADE DISTRIBUTION BO) :BOTTOM OF SYSTEM SAND EL.3.a EXIS GRADE EL 7.0't EXIS GD EL 6.5't W/SAFETY GRATINGS Q C TO GRADE PROP GRADE EL.6.43: EXIS GRADE EL.6.Sx L = m PROP INV 5.5't t'-s — ¢C ...........:. ...... _........ .........I...................... 5 IE:5.2't IE:5.0't IE4.8't IE-4.6't IE: t . . . . . . . . . . .. . . ...............................:................ cn 4-INCH PVC SDR35 4-INCH PVC SOR35 BOTTOM OF SAND 34± MIN SLOPE.02'ILF 44NCH PVC SDR35 MIN SLOPE.01'/LF Y MINSOPE.019LF HEGW 1.41t HIGHEST EXPECTED GROUNDWATER I.4'-: _ HIGHEST EXPECTED GROUNDWATER I.4'- --_ -- _ ...__..-- _ --- ._.. _ --' ._-_—_-- FOUR(4X)20'LENGTH ELJEN MODULE GSF-GEO'fEXTILE SAND FILTER TRENCHES 4 FOOT WIDE SPACED 0 ..................................................:........... : d 4 FOOTAPART:SPECIFIEDSAND'FIL'L'ASS1iDWN'ON'PUW'DETAILS'M1N1MiM'ZFIIOTSETBACKfROM""""""""""""" DATE:07-02-24 FUJI CLEAN CEN-7 I/A OWrS BOTTOM OF SYSTEM TO GROUNDWATER 2'SETBACK TO GROUNDWATER SHOWN.NATIVE COVER W/PRECAST DEADMAK MATERIAL ABOVE SYSTEM USE 3"CARBON VENT SYSTEM FOR DISTAL END OF GSF SYSTEM. SCALE: NTS DESIGNER:JB -5' SHEET: 10' 20' 30' 40' 50' 60' 70' 80' H C)USE SANITARY ELEVATION PROFILE SCALE:NTS tEED AND LOAM TO PROTECT FROM EROSION GRADE cL.G-0' a� Ir�/ -NTs- LC ARS EL (OL) FA«OF eIALaxa p FL � 9 �� GEOTEXTILE FABRIC c° ;� � T._ST HOLE INFOR�)ATION MIN. 6" ""E"�'°� SANDY CLAY PROVIDED BY rlc)mEPoRT GEOTEXTILE SAND FILTER(G5F) DRAIN—FIELD CALCULATIONS 'f I 4TOpPEROR BID PLUO 1 PLOOR SLAB OR STRUMRE ! ' TES m (CL) ENGI�IFFRI'C- ,jl� , MAX 17" sunAO EcwER PRO-E 620 ROD ER5 ROAD Y!OCA 0AT ® '�46T G TOTAL LEACHING AREA: (, "' , R`.D SAND SOCTHOLD,SLY 1 1 E)71. DESIGN FLOW FOR 5 BEDROOM HOME: 550 GPD WTETBOR ^ •.EITEWOR (SP/sW) DA ED OG-27-2024 � ���1 ^•, � �� \ \ ���2� �\ \ EL pFPTH OF TEST 10L �.O'± FUJI CEN-7: CATEGORY I I/A OWT5, SAND 501L(5P) c•'�^�Yas -- 7" =ELJE� M DULE I K *�`@, ^� ..St 501L PERCOLATION RATE <5 MINUTES, APPLICATION RATE 1.2 GPD/5F `YAiQi'T"B WATER Irl � ELJEN MODULE GEOTEXTILE SAND FILTER: G 5F/LF RATING 13" Y RED SAND GROLINIXVAT_R 6L• SEP CTAR�'� RED SA 1 EL 550 GPD/ 1 .2 GPD/5F/G 5F/LF = 7GA LF = 77 LF OF TRENCH a uumTum drozc°sr moxl3iFN510N FAOL• -? I -ICLP 5"p.NS PECIFIED SAND ASTM C-3 FOUNDATION BE➢ORETRANSMONTD4O o p.0•±,Lou•-DWATrR 77 LF/4 TRENCHES = (4) 19.3 LF TRENCHES MINIMUM • ATSLIW OMIPUANTMRMSEWERPIPE ENCOIJI!T_REDATEl I.3 ELJEN MODULES COMES STOCK IN 4-FOOT SECTIONS _j CLEANOUT AT FACE OF BUILDING WATER Er..COUNTERED "EG' E`c 4-. I AT EL I.s'± ROUND UP TO 20 LF PER TRENCH. TOTAL OF 80 LF OF TRENCH. 61' 36" 2-FOOT SEPARATION TYPICAL CLEANOUT DETAIL TEST HOLE INFORMATION DESIGN FOR FUTURE EXPANSION: 80 LFX 0.5= MINIMUM 40 LF EXPANSION TRENCH MIN. TO HIGHEST SCALE:NTS 5CALE:NTS SHOW 2 ADDITIONAL 20 LF TRENCH5. 4811 EXPECTED GROUNDWATER TOTAL AREA: FOUR(4) ROWS OF 20 LF TRENCHES, TWO(2) 20 LF EXPANSION TRENCH. W ELJEN MODULE GSF - Q Q GEOTEXTILE SAND FILTER DRAINAGE CALCULATIONS W O �- ELJEN G5F — GEOTEXTILE SAND FILTER MODULE SOIL PERCOLATION STATEMENT THE SOIL TEST HOLE BY HOMEPORT ENGINEERING PC FOUND SW SOIL AT 3.3-FOOT BELOW GRADE. UJ W Q SCALE: NTS p� SP/SW SOIL PERCOLATES AT A RATE OF<5MINUTES PER INCH. W J CONTRACTOR TO REMOVE 3.3-FOOT±OF NATIVE LOAM SANDY CLAY,APPROXIMATELY I-FOOT BENEATH PROPOSED U O O v LEACHING TRENCHES DOWN TO SP/SW SAND AND FILL WITH CLEAN SAND FILL SP/SW. U IMPORT A TOTAL OF 20±YARDS OF CLEAN SAND FOR BEDDING IN TRENCHES BELOW AND ADJACENT TO ELJEN GSF O I I SYSTEM. \ 64 O SION fJi SOIL PERCOLATION STATEMENT ! SCALE:NTS I FUJI MODELS CEN SERIES `�?• 1 APPROVED FOPREVIOUSLY USE BY SCDHS ALL MATERIALS SCHEDULE 40 PVC(TYP) ! _ T,� r CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE C ADAPTER&PL� 1—ADAPTER FROMABOVE(TYP) CNA � i MUST INSTALL CLEANOUT ti �5 ! SCDHS STANDARDS IS I GRADE IN ACCORDANCE N.ITH Ir--4 53•+ I r ) INSTALLATION GUIDANCE e • I �9 11d1 NOTE 7}. TOP VIEW WITH I DIMENSIONS(TYP) M TOP MEW(TYP) 624' OUTLET SOLVENT WELDED TO 6'SDR 35 PVC RISER I V f\' 1'• 1,(� �� �\ 4 d'LONG E CON°'CONNECTED TO F l PIPING EXTENDED ,1 \M� 40 PIPE LEA NECTED TO FWI UP TO GRADE w d . e CLEAN CEN UNIT(TYP) 1�� LENGTH VARIES(TYP) Z} ��'iR 2 CJ�D 90 DEGREE LATERAL INLETMEWITYP) Z V_ 31NLET PORT U)PORTS ARE UJI W --�LL f� ADAPTER ALL II.— (TYP) v/ „r p r OPENINGS T.OI'B '^ d a DIMSIDE SIOYS WITH(TYP) '�- O Z 4 co E COVERED V Y 7�V e i \ I 'V' 9e O M SIDE V EW RYP) r— a O O O • '" I EXTRA INLET )Qb fj 1 CAPPED 'llt' I LLQI�— O Q c 4-SCHEDULE 2bflaxmcmarx•rvK•ana mJemwCeoa<ma•eml m. 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