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HomeMy WebLinkAbout1000-10.-5-12.26 OFFICE LOCATION: . O' MAILING ADDRESS: Town Hall Annex - * "�® P.O.Box 1179 54375 State Route 25 .; Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1936 Southold, NY 11971VOW .,. 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: April 11, 2025 Re: LWRP Coastal Consistency Review for SARAH C. TREMAINE SCTM# 1000-10-5-12.26 JMO Environmental Consulting on behalf of SARAH C. TREMAINE requests a Wetland Permit to construct a 43'x20' (860sq.ft.) two-story, single-family dwelling with a 20'x20' screened-in porch, a 10'x43' deck with walkout below; install an I/A OWTS sanitary system; install gutters to leaders to drywells to contain roof runoff; install water and electric utilities; install a gravel driveway with parking area; construct three boulder retaining walls (25', 115' and 140' in length) and regrade site; and revegetate disturbed areas. Located: Brickyard Road, Fishers Island. SCTM# 1000-10-5-12.26 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 Policy 6 and, therefore, CONSISTENT with the LWRP. 1. It is recommended that native vegetation be preserved to the greatest extent. 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 LNVRP CONSISTENCY ASSESSMENT FORM APR 0 9 2025 SOUTHOLD TOWN A. INSTRUCTIONS I 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 si fhcant 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- suimorting 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# 10 -5 -12.26 I PROJECT NAME Proposed single family dwelling �re f�G;f1Q. 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: Nature and extent of action: Please see attached Applicant proposes to construct a 43'x 20' (860 SF) two story single family dwelling; 20'x 20' (400 SF) screened porch; 10' x 43' (430 SF) deck with walkout below, install an I/A OWTS sanitary system; install two (2) 8'x 8' leaching pools; construct three (3) boulder retaining walls (25', 115' and 140') and regrade site. Dwelling, screened porch and deck will be located greater than 100' from the tidal wetlands line and 65' landward of the "Top of the Bank". Location of action: Brickyard Road, Fishers Island Site acreage: 3.89 Present land use: Vacant land Present zoning classification: R-120 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: Sarah C.Tremaine _ (b) Mailing address: 5026 Jones Mill Road Crozet,VA 22932 (c) Telephone number: 434-242-0113 _ Will(the action be directly undertaken,require funding, or approval by a state or federal agency? em Yes Lr J No❑ If yes, which state or federal agency?N.Y.S.D.E.C. 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 The project will not have a negative impact upon the character of the community. It is felt that this project is consistent with this policy. 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❑ Not Applicable The project will not negatively impact any known historic or archaeological resources. It is felt that the project is consistent with this policy. 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 ❑T Yes ❑ No ❑ Not Applicable The project will nit negatively impact the visual quality or scenic resources of the Town. It is felt that the project Is consistent with this policy. 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 R1 Yes ❑ No ❑ Not Applicable The project will not result in the loss of life,structures,or natural resources from flooding or erosion. It Is felt that the project Is consistent with this policy. 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 The project will not negatively impact the quality or water or water supply in the Town of Southold. It is felt that the project is consistent with this policy. ttac t 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 The project will not negatively impact the quality or function of the Town,s ecosystems Including significant Coastal Fish and wildlife Habitats or wetlannds. 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. F✓ Yes ®No Not Applicable The project will not negatively Impact the quality of air. It Is felt that this project is consistent with this policy. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances andwastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluationp criteria. ❑ n Yes LJ No 0 Not Applicable Theproject will not Involve solid waste or hazardous substances or wastes. It is felt that this policy is not applicable to thhis project. 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.0 YeD No❑ Not Applicable The project will not negatively impactthe public's access to, or the recreational use of coastal waters,pt Attach additional sheets if necessary No,or Moderate small to large impact impact may miry 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? El 0 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. ElCheck 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 cnvironmental impact statement is required. ' Check 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 front Responsible Officer) PRINT Pa- ge F.t e4of4 WORKING 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 ❑ Not Applicable he roject will nov_ne atively_mpacLth o-wn's-wife>sLepQr�denLuse�ofor_th�sitirag of r,ew- water dependent uses. It is felt lba._t_the project_is consistent with t is ool y 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❑ Not Applicable The project will not negatively impact the sustainable use of living marine resouces. It is felt that the project Is consistent with this policy. r 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 ✓❑ Not Applicable The project does not involve agricultural lands. It is felt that this policy is not applicable to the project. 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 Z Not Applicable The project does not involve the use or development of energy or mineral resouces. It is felt that this ai not applicable to the project. J PREPARED By Glenn E. 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( ' 2 f1� 40-,1 DATE: 05/20/2016 l MUSEUM LAND 19 0"-6" TOPSOIL 1 44-3 6"-25" SANDY SUBSOIL 25"-17' MEDIUM SAND, POORLY GRADED, LITTLE OR NO FINES (SP) 4o-n NO WATER ENCOUNTERED 400 Capital Boulevard,Suite 301 CT 06067 EXPECTED SEASONAL HIGH GROUNDWATER ELEV.=t5 \ 44-s 12 Rocky Hill, '10't6 860-885-1055 I vvww.chchacompcompanies.com 44- SOL CLASSIFICATIONS ` J 40-16 NY Certificate of Authorization#0015021 RpE - RIVERHEAD & PLYMOUTH VERY BOULDERY SOILS 15-35% SLOPES 11 � ' � � SITE ,o_,s D AR B I ES 44-6 _ _ / 40-13 1/A SEPTIC SYSTEM UPGRADE FOR 5 BEDROOMS \ C 0 vE/ 7 B 4a-14 PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN HOUSE AND CLEAN-OUT. \ I M-1e LOCATE CLEAN-OUT 2' FROM FOUNDATION WALL. J/ ✓ 44-14 PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM - MODEL CEN 7 (700 GPD CAPACITY - MAXIMUM 6 BEDROOMS) 44-16 44 9 PROVIDE TWO 8' DIAMETER LEACHING POOLS 44-13 WASTEWATER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS REQUIRED WEST � 44-" 44-10 HARBOR 0 44"18 44-12 44-11 SITE DEVELOPMENT PLAN INVERT ELEVATIONS- C „-zs OUTLET AT HOUSE - 55.00 (VIF) PREPARED FOR ADAPTOR INLET - 54.20 -� 4-21 SARAH TREMAINE ADAPTOR OUTLET/TANK INLET - 54.00 TANK OUTLET - 53.83 44-19 44-20 44-22 41-12 DISTRIBUTION BOX INLET - 53.58 z BLOCK 44, LOT 6 LEACHING POOL DISTRIBUTION O INLETS - 50.00 50 a �23 43-9 41 11 FISHERS BRICKYARD ISLAND,A NY BOTTOM OF LEACHING POOLS - 42.7 LOCATION MAP SCALE 1 "=400' DRAINAGE CALCULATIONS \ MAP REFERENCE PROPOSED ROOF AREA = 2,300 SF \ 1.) PROPOSED SET-OFF PLAN THEODORE N. DANFORTH PROPERTY AT FISHERS REQUIRED = 2,300 SF X 2 IN/12 IN/'FT = 384 CF ISLAND, NEW YORK SCALE 1"=100' CHANDLER, PALMER & KING NORWICH, DRY WELLS \ 6" WATER MAIN �' CONNECTCUT MAY 1984. 384 CF / 50.26 CF/VF = 7.64 VF REQUIRED ` i / 2.) PROPOSED LOT LINE CHANGE PREPARED FOR WALTER C. FLOWER (II, f FISHERS ISLAND DEVELOPMENT CORP. JAMES M. BAKER & DIANNE M. BAKER USE TWO (2) 8-0 X 8' DEEP DRY WELL \ f BLOCK 44 FISHERS ISLAND, NEW YORK. CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC FORMERLY CHANDLER, PALMER & KING. 110 BROADWAY r r NORWICH, CT. 06360. DATE 02/19/2008. SCALE: 1" = 60'. SHEET 1 OF 1. ar 3.) 1.) FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK (ALL JURISDICTIONS) PANEL 19 OF 1026 MAP NUMBER 36103CO019H REVISED SEPTEMBER 25, 2009. � r 4.) COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD SUFFOLK OF NE�1/Y COUNTY, NEW YORK PHOTO NO. 38-889-83 SHEET 46-Fl OF 49 APPROVED Q- M. P O 8/29/88 REVISIONS 10/28/91. j P' PROVIDE CONCRETE Q �� i * i WASHOUT PIT /./ _ i �'- cc / (SEE DETAIL) � 1 � i l � m ,r.f�,,,�� Lu 2 r 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED NF o J/ i�� f ►j j HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO �r0 099531 i r j� ► BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ROFESSIONP ---� �•^t i li ' \ t__---- ENGAGEMENT. r _ ' 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, IT Is A MOLATM of uw FOR ANY PERSON.UNLESS THEY ARE PROVIDE NEW POLYETHYLENE WATER SERVICE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR TO AcnNc UNDER THE DIRECTM OF A LICENSED PRDE1ssGNa i r r Y j COORDINATE WITH FISHERS ISLAND WATER COMPANY ALTER AN ITEM IN ANY WAY. s�,RVE�ro�,ARMT CT,LAN MY DSCAPE YRCHiA„'E n OR LAW \ I \I• \ Y O t 1 AS REQUIRED (TV) STAMP OF A LICENSED ENGVEM CHrr PROFESSIONAL IS ALTERED,THE ALTERING \ 1 1 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S LANDSCAPE AM OR DE T SURVEYOR SHALL STAMP THE DOCUMENT AND NCLUDE THE \ ( 1 NOTATON'ALTERED BY'MIONFD BY THEIR SIGNATURE,THE SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF DATE OF SUCH ALTERATION.AND A sPEpnc Dismpvai \ \ fOVATION --IRON D -- \ �' APPROXIMATE UMITSTHE LAND SURVEYOR. of THE ALTERAIM 66 29 OF DISTURBANCE f36.400 SF4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC to \ SURVEY TRIANGULATION STATION "NIN'. OF NE4, 507G ���� 'AREA \ / j \ PROVIDE 12' WIDE 5. BLOCK 44 LOT 7- SUFFOLK COUNTY TAX REFERENCE DISTRICT �� �� yC / (TYP) �-- / I I GRAVEL DRIVEWAY do ) 1000, �P G I! i I PARKING AREAS (TYP) SECTION 010, BLOCK 5. LOT 12.26. Q� �,��= 0 \ I I 6.) TOTAL AREA = 169,394t SF 3.89t ACRES). PROVIDE TWO ( ) a°q 1 � 80 8 DEEP LEACHING POOLS ""--•- �_ I I 7.) SITE IS LOCATED IN R-120 ZONE. - � '\ (TYP. SEE DETAIL) / \ _ - // ; // �� - <- O \ I / J PROVIDE'& MAINTAIN A CONTINUOUS LINE OF 05101 SILT FENCE THROUGHOUT CONSTRUCTION / \ \ / / tis�O LAND \ \ (TYP. SEE DETAIL) \ \ /� PROVIDE DISTRIBUTION BOX (SEE DETAIL) LEGEND GEND \ 62 I 1 \ PROPERTY LINE ABUTTERS LINE -- �� \ �''Ilkr EDGE OF GRAVEL ------------------- \ 1 Q� EXISTING CONTOUR G --- 20 --- \ \ 0 \ 630 PROPOSED CONTOUR 20 o Q \ \ \ 10 63.0 r \ o \ TREE LINE \ \ 4D AZ \ \ \ 40 F NOW OR FORMERLY N\ \\ / per SCREEN 0 �\ PORCH LOAM. SEED do STABILZE ALL BOUNDARY POINT O\ +� to t / DISTURBED AREAS (TYP) MERESTONE N PROPOSED c° r WATER VALVE pQ WV - l 5 BEDROOM r ROOF DRAIN OUTLET \ ,/\ PROVIDE FUJI CEN 7 WASTI=WATER RESIDENCE \ \ TREATMENT SYSTEM (SEE DETAIL) 5' MIN. TOF-64.0 / O 0.57E MIN./ No. Submittal)Revision App'd By Date PROVIDE BOULDER`RETAINING WALL (TYP) / \ 1 SCDHS COMMENTS PMP 12/29/2023 630 630 � PROVIDE o PROVIDE W SCH 40 PVC AIR UNE TO BLOWER / 8'O X 8' DRY WELL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS \ FOR ROOF RUNOFF (TYP. SEE DETAIL) 00 <-\.i PROVIDE FUJIMAC 100R11 BLOWER\ w \\ IN VENTED ENCLOSURE ON _ \ \ CONCRETE PAD N \ INSTALL PER MANUFACTURER'S I \ RECOMMENDATIONS \ \ o \ \ PROVIDE SYSTEM CONTROLS & ALARM \ 1-1 \ MOUNTED TO BUILDING EXTERIOR \ \ \\ PROVIDE WEATHER PROOF ENCLOSURES AS REQUIRED (TYP) o (ALL COMPONENTS TO BE HARD WIRED) \ Z \ \ pI L U \ I w 01 SITE PLAN I O O \O r2 00 ' I Designed By: Drawn By: Checked By: 30 15 0 30 PMP ZBC/PMP Y } GRAPHIC SCALE IN FEET Issue Date: Project No: Scale: j 06/13/2023 081316 1"=30' V) F- U Drawing No.: W O EC SHEET 1 I Drawing Copyright 0 2015 REVISIONS REV DESCRIPTION DATE APPROVED FUJICLEAN CEN SERIES -DISINFECTION MODELS AS PREVIOUSLY 18• MANHOLE TYP 18" MANHOLE TYP 24" MANHOLE TYP ( � ( ( CYLINDER (OPTIONAL) 400 Capital Boulevard,Suite 301 APPROVED FOR USE BY SCDHS jr A Rocky Hill,CT 06067 860-885-10551 www.chacompanies.com r arS TM � (' -15 1�"--� Fu lClean u 1'-0 1/8• 1.!2" NY Certificate of Authorization#0015021 I Toward Clean Water... ALL MATERIALS SCHEDULE 40 PVC (TYP) CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE 11 i I 6" SCHEDULE 40 END CAP L, ADAPTER & PLUG (TYP). ADAPTER FROM ABOVE (TYP) MUST INSTALL CLEANOUT TO GRADE IN � 4.87„ 5'-5" Pt.Atl ylEw ACCORDANCE WITH 4.53" SCDHS STANDARDS (SEE 4'-4 7/8" 4'-3 1/B• a'-2 7/e• L— '.-� INSTALLATION GUIDANCE 1�a" a •a 1 Yz" NOTE 7). TOP VIEW WITH DIMENSIONS(TYP) 400.. 9-1/2" TOP VIEW(TYP) 06.24" 3 SITE DEVELOPMENT PLAN 1Y2" PREPARED FOR '7 Q1311OUTLET SOLVENT WELDED TO a FUJI CLEAN CEN-7 4 LONG STUB OF 4 SCHEDULETO 6" SDR 35 PVC RISER SARAH TREMAINE PIPING EXTENDED DISTRIBUTION SCALE 60X 40 PIPE CONNECTED TO FUJI N01E RISER COVERS SHALL NMIE]GH AT�LEAST d0 UBS, OR HEALIH OODE UP TO GRADE CLEAN CEN UNIT(TYP) BLOCK 44, LOT 6 LENGTH VARIES (TYP) APPROVED ���SAFETY�� �� � PRovioEv NOTE Ir�c CAP ��oEvl�s ASBRICKYARD ROAD FISHERS ISLAND, NY 90 DEGREE LATERAL INLET VIEW(TYP) 3 INLET PORT ADAPTER ALL PORTS ARE 4" OPENINGS 8' 0 (TYP) 7.03• 6.55" SIDE VIEW WITH 6.23" DIMENSIONS (TYP) A ❑ �_ GAA 1.97" E VIEW(TYP)SIDE EXTRA INLET 7 34„ 4.53" 3"� CAPPED VIA 9" 4"SCHEDULE 4 Installation Guidance FujiClean Schedule 40 PVC 90-Degree Inlet Adapter 4" ADAPTER& PLUG 1.The FujiClean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard OR CAP (TYP) schedule 40 fittings. ®®®® 8 o a o , ®lam 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out. 12 C 9®® o — 0 ®®®®19rE 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip 12®®®IK o o cap that is solvent welded to a short stub of pipe inserted and solvent welded into the adapter port. ®®®® o o °D 00 � I 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded OUTLET SOLVENT WELDED TO 4 into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit. ®®® LONG STUB OF 4" SCHEDULE 40 Cal ® o o PIPE CONNECTED TO FUJI 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of ®®®® o the adapter and prevent any settling or strain on the adapter or FujiClean unit. o o , CLEAN CEN UNIT(TYP) ®®®® o o 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. ®®®® 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL SECTION A—A R IS ACTING UNDER LA UNDER E LAW FOR ANY PERSON,UNLESS DIEM ARE THE DIRECTION OF A LICENSED PROFFSSONAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." ENGINEER,ARCHITECT.LANDSCAPE ARCHITECT OR LAND SU 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. LEACHING POOL R STAMP M 1D ALTER OF A LICENSED PROFESSIONAL IS ALTERED, ANY WAY.F AN ITEM LNG THE � D 7FIE ALTERING NOT TO SCALE ENGINEER,ARMTECT,LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND NNXUDE THE NOTATION'ALTERED aY FOLLOWED BY THEIR SIGNATURE,THE 1. Square pipe ends,chamfer and remove all dirt. DATE OF SUCH ALTERATION.AND A SPECIFIC DESCRIPTION 2. Check dry fit of pipe and fitting.Pipe should easily go 1/3 of the way into the fitting.If pipe bottoms,it should be snug. OF THE ALTERATION. 3. Use a suitable applicator at least'/2 the size of the pipe diameter.For larger size pipe systems,use a natural ,j. bristle brush or roller. 4. Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleaner only!) LATERAL 3 INLET PORT 5. Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. ADAPTER ALL PORTS 6. Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement. Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe. ARE 4"OPENINGS 7. Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both parts. (TYP) 8. Push pipe FULLY into fitting using a'/,turning motion until pipe bottoms. 9. Hold pipe and fitting together for 30 seconds to prevent pipe push-out—longer at low temperatures.Wipe off excess. WOVEN WIRE FENCE (MIN. 14 10. Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees GAUGE W/ MAX. 6" MESH Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees SPACING Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient temperature, 10' relative humidity,solvent cement used and the system operating pressure should all be considered when determining set up cure times. MAX. CEN TER FUJICLEAN CEN SERIES TO CENTER 36" MIN. LENGTH MODELS AS PREVIOUSLY APPROVED FOR USE BY SCDHS SIZE DATE DRAWING TITLE REV I FENCE POSTS 05.24.2023 FUJICLEAN INLET ADAPTER 9 DRIVEN MIN. 16" INTO GROUND SCALE None ISHEET 1 DRAWN BY MD III II I! II HEIGHT /\ ( OF FILTER 16" MIN. 'rot p/ 6" MIN. STRAW BALE BINDER PLASTIC LINING WIRE PERSPECTIVE VIEW NATIVE MATERIAL ;� (OPTIONAL) ;f WOVEN WIRE FENCE (MIN. 14 SECTION B—B No. Submittal/Revision App'd B Date ! WOOD OR NOT TO SCALE y 1/2 GAUGE W/ MAX. 6" MESH METAL STAKES SPACING) WITH FILTER CLOTH I Z (2 PER BALE) 1 SCDHS COMMENTS PMP 12/29/2023 0 36" MIN. FENCE POST o PROPOSED ROOF LEADER FL ( UNDISTURBED CN - to RESIDENCE / F OW--� II GROUND 10' MIN. M I B B 00 r\ 1 / ovL OVERFLOW COMPACTED SOIL � \j\ w ______ JIMAC 100 RII EMBED FILTER CLOTHwo E— / N16op-VEMNp / CL VARIES w 6• PVC CUT I---- -�i-----_ -Ea ---� BLOWER /TO LENGTH MMINN.. 6DRSO�IL.�COVER A MIN. OF 6 IN GROUND - I / CONCRETE COVER ALARM 4" ----I I 1.11 / FILTER FABRIC ___ ----J Z FUJI J NEMA CLEAN SEC71ON VIEW PLASTIC, f •STRAW BALE Q 90'BEND O 0 a 0 0 CONTROL PANEL Ir LINING PLAN (TYP) i 6- SDR 3s PVC •p 0 0 ® o 0 MAIN PANEL = CONSTRUCTION SPECIFICATIONS NOT TO SCALE Z SLOPE AS REQUIRED m o 0 0 0 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH V) o ® ® ® 0 , WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE CONCRETE WASHOUT PIT Li 1" STONE OR m 0 o 0 0 WIRING SCHEMATIC OR HARDWOOD. 0 SCREENED GRAVEL NOTES: CONSTRUCTION DETAILS 0 1' 8' t' NOT TO SCALE 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING oSTORM�'ATER DRYWELL DETAIL 10' TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, O NOT TO SCALE WOVEN WIRE, 6 MAXIMUM MESH OPENING. 50 GALLONS/PUMP, PLUS MIN. 1 FREEBOARD). r2 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM 00 SHALL BE OVER—LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES Designed By: Drawn By: Checked By: j SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED 75% OF ITS CAPACITY. PMP ZBC/PMP EQUIVALENT. 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT Z 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED OF WASH WATER. Issue Date: Project No: Scale: j EQUIVALENT. 06/13/2023 081316 AS NOTED 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL Drawing No.: REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 0 SHEET 2 SILT FENCE