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HomeMy WebLinkAbout1000-116.-6-20.2 OFFICE LOCATION: 0f SU[/r�o MAILING ADDRESS: Town Hall Annex h0 l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 • Q Telephone: 631765-1938 coUNT`1,� 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: December 8, 2021 Re: LWRP Coastal Consistency Review for 13350 NEW SUFFOLK, LLC SCTM# 1000-116-6-20.2 En-Consultants on behalf of 13350 NEW SUFFOLK, LLC requests an Amendment to Wetland Permit#9712 to re-grade with approximately 344 cubic yards (in lieu of 116 Cubic yards) of clean sandy fill to be trucked in from an approved upland source, resulting in an approximately two (2) foot higher revegetated grade over approved I/A sanitary system (to be equipped with a FujiClean OWTS in place of Hydro-Action OWTS); relocate pervious gravel driveway/parking area from north to east side of property, resulting in an additional 2,677sq.ft. of site disturbance and revegetation of t305sq.ft. (in lieu of t618sq.ft.) portion of temporarily cleared area on east side of property; replace four(4) cedar trees with same caliper cedars to east of relocated driveway; revegetate with native plantings an additional t3,253sq.ft area of clearing to northwest of dwelling and t1,313sq.ft. area of temporary clearing south of pool patio (previously proposed to be permanently cleared), thus reducing area of new permanent clearing from 6,191sq.ft. to 5,622sq.ft.; construct 2,379sq.ft' (in lieu of 2,355sq.ft.) raised masonry patio/steps; construct 815sq.ft. (in lieu of 580sq.ft.) on-grade paver courtyard; and install 56sq.ft. generator platform with 3.5'x11' stairs. Located: 13350 New Suffolk Avenue, Cutchogue. SCTM# 1000- 116-6-20.2 The Board determined that the action is CONSISTENT in their 2020 decision (Permit No. 9712). The amendments are not significant. 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 Rr,-"- V r Town of Southold iI LWRP CONSISTENCY ASSESSMENT FORM 2- O`�� 2021 A. INSTRUCTIONS 5outhdld Town Planning Board I, All applicants for permits* including Town.of Southold agencies, shall c or 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). 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# 116 - 6 - 20.2 PROJECT NAME 13350 New Suffolk,LLC The Application has been submitted to (check appropriate response): Town Board El Planning Board❑ Building Dept. ❑ Board of Trustees 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: Amend Wetlands Permit No.9712 to authorize the following changes to the approved site plan-re-grade with approximately 344 cubic yards(instead of 116 cubic yards)of clean sandy fill to be trucked in from an approved upland source,resulting in approximately 2-foot higher revegetated grade over approved I/A sanitary system(to be equipped with a FujiClean OWTS in place of Hydro-Action OWTS); relocate pervious gravel driveway/parking area from north to east side of property,resulting in additional 2,677 sf of site disturbance and revegetation of+/-305 sf(instead of+/-618 sf)portion of temporarily cleared area on east side of property;replace(4)cedar trees with same-caliper cedars to east of relocated driveway;revegetate with native plantings an additional+/-3,253 sf area of clearing to northwest of dwellmg and+/-1,313 sf area of temporary clearing south of pool patio(previously proposed to be permanently cleared), thus reducing area of new permanent clearing from 6,191 to 5,622 sf,construct 2,379 sf(instead of 2,355 sf)raised masonry patio/steps; construct 815 sf(instead of 580 sf)on-grade paver courtyard;and install 56 sf generator platform with 3.5'x 11'stairs,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated October 18,2021. \ i Location of action: 13350 New Suffolk Avenue,Cutchogue Site acreage: 89,795 sf Present land use: Residential,single family dwelling Present zoning classification: R-40 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:' 13350 New Suffolk,LLC (b) Mailing address: c/o Greg Eicher,Manager 10490 SW Eastridge Street, Suite 110E,Portland,OR 97225 (c) Telephone number: Area Code 516-650-3957 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes, which state or federal agency? NYSDEC(Tidal Wetlands) C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of'a coastal location, and minimizes adverse effects of development. See LWRP Section III- Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - 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 ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages S through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The new dwelling will be constructed in accordance with all current FEMA construction standards,with a first floor elevation one foot higher than the existing,making the new structure safer and better protected from potential flood damage. The scope of work proposed permit modification application does not affect this condition. 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 As attested on the LWRP Consistency Assessment Form submitted with the application for Wetlands Permit 9712,the proposed project,which seeks to replace an existing dwelling and deck with a new,modernized,energy-efficient dwelling with a raised terrace and swimming pool,will have a net beneficial impact on the surrounding shoreline and tidal wetland ecosystems,including potential improvements to groundwater and surface water quality,as a result of the below described design features and mitigation measures The revised scope of work that is the subject of the application for permit amendment further enhances those benefits without creating new or different site impacts,as the approved dwelling footprint and related wetland setbacks remain unchanged,the design modification to the approved septic system is intended to ensure that the leaching field maintains a vertical separation of 2 feet above groundwater based on field conditions,as required by the Suffolk County Dept of Health Services,and any potential impacts associated with the increased site disturbance related to the driveway relocation,installation of the generator platform,or minor increases to the area of the approved patio and paver courtyard are substantially mitigated by the proposed 4,253 sf increase in cleared areas to be revegetated with native plantings and the resultant 569 sf net reduction in proposed new permanent clearing 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 As attested on the LWRP Consistency Assessment Form submitted with the application for Wetlands Permit 9712,the proposed project,which seeks to replace an existing dwelling and deck with a new,modernized, energy-efficient dwelling with a raised terrace and swimming pool,will have a net beneficial impact on the surrounding shoreline and tidal wetland ecosystems,including potential improvements to groundwater and surface water quality,as a result of the below described design features and mitigation measures The revised scope of work that is the subject of the application for permit amendment further enhances those benefits without creating new or different site impacts,as the approved dwelling footprint and related wetland setbacks remain unchanged,the design modification to the approved septic system is intended to eusure that the leaching field maintains a vertical separation of 2 feet above groundwater based on field conditions,as required by the Suffolk County Dept of Health Services,and any potential impacts associated with the increased site disturbance related to the driveway relocation,installation of the generator platform,or minor increases to the area of the approved patio and paver courtyard are substantially mitigated by the proposed 4,253 sf increase in cleared areas to be revegetated with native plantings and the resultant 569 sf net reduction in proposed new permanent clearing 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® 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. ❑ Yes ❑ No ® Not Applicable i 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. ❑ Yes FIN o® 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 locations. 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 Town 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 for evaluation 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 - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DA T E November 4,2021 Robert E.A9arm Amended on 811105 DITIONA.L INFO: BOTH REQUIRED AND EXPANSION 65F MODULES WILL BE PROVIDED UPON •REMOTE FUJI GNTRL CAM AND BLOWER TO BE PROPOSED INNOVATIVE AND ALTERNATIVE FOR AD �" PROPOSED I/A ON-SITE SANITARY SYSTEM INITIAL INSTALLATION OF SAN. SY5. MOUNTED 35 ABV GRD OR ABOVE BFE WHICHEVER , , ON-SITE WASTEWATER TRE SEE ARCHITECTURAL DRAWIN65 FOR NOTE: EXPANSION MODULES SHALL BE ISOLATED FROM REQUIRED MODULES 15 HIGHER(SEE H FRAME DTI THIS DWG) AEROBIC TREATMENT PLANT: TREATMENT SITE PLAN `, ,`�, :;#;•, ';��''' �;`' . ;''y��;hnE'` ; .. w ::.>;.�;•;<• �:,�v�;�..:= u, " •CONTROL PANEL AND REMOTE AIR COMPRESSOR USE FUJI ENHANCED TREATMENT UNIT SITUATE AT: ZONING DISTRICT: _•.. f o PROPOSED PRIVATE RES=IDENCE BY WAY of 150LATION VALVES (TYP OF b) rte-=T' LOCATION FOR OWTS 15 APPROXIMATE. VERIFY •• MODEL NO.GENIO,6RAVIlY SYSTEM 13350 NEW SUFFOLK AVENUE GUTGHO6UE NY k t f _ . 4 , N o C4 � BY BARNES GOY ARCHITECTS INSTALL (I) ONE ISOLATION VALVE IN EACH PROPOSED LATERAL. LOCATE -J T-`T- - FLOOD ZONE: AEb _' �-- _` WITH OWNER PRIOR TO INSTALLATION .. UNIT INCLUDES: OPS(OP/GNTRL GENTEW W ALARM BEACON ` ." �Tur:.z :`';.ti`,; ;;; ' �y CO, s� VALVE BETWEEN 'REQUIRED 65F MODULES' AND 'EXPANSION 65F MODULES' •PROVIDE CONVENIENCE GFI RECEPT NEARBY TOWN OF COUNTY, N &' o BASE FLOOD ELEV: b.0 1 L-_1- JJ AUDIBLE HORN ALARM(LOCATED REMOTELY,AS SHOWN SUFFOLK COUNTY NEW YORK _ OWNER: "x. a> , < x , T IN ORDER TO PREVENT FLOW TO 'EXPANSION 65F MODULES'. - -1_-J TEST CONTROL PNL(3.5'ABV FIN.GRD MINS PROVIDE 20 PROVIDE: r' r r HOLE AMP SERVICE FROM MAIN ELECTRICAL PANEL IN SGTM NO.: 1000-IIb-b-20.002 13350 NEW SUFFOLK LLC •• ALL CONNECTIONS REQUIRED BY MAN:IFAGTURER DWELLING.(5EE DTL,DWG 5194) S •• REINF.P.G.ANTI-FLOATATON SLAB TO COUNTERACT�IOYANGY DATUM: NAVD88 • SITE DATA: � v �+;y r E U •• GFI CONVENIENCE RECEPTACLE NEARBY CONTROL PANEL• MAINTAIN REQUIRED SEPARATION D15TANGES DWG SP2 ,PROPPOOL TOTAL LOT AREA: 841455Q.FT. O SEE CALCULATION AND DETAILS ON DW5 519 w t, r BUOYANCY ANCHORING: 3 �. EQUIP. WETLAND AREA: 24,120 SQ.FT. f Y #,�« , j • PRO SLAB,STRAPS AND ANCHORS SLAB ABSORPTION FIELD AND PIPING: UPLAND AREA: bO,blS SQ.FT. t) _ ;I.i _ Z z ? i AS SH"IN FUJI GLEAN ETU CENIO- Z O �L ELJEN 65F 6EOTEXTILE SAND FILTER SYSTEM MYSDEG ADJACENT AREA/TOWN BUILDABLE LAND = LOT AREA-WETLANDS) • -' .. -' $ ,/ ;;..;"a:.'° f ' COUNTERACTING BUOYANCY , • ••2 STAGE BIO MAT W/4"0 PERFORATED PIPE Sb?p INSTALLATION DETAIL'ON 0140 SP2 J3 31 '10',15 SEE CALCULATION,DwG 5P2 LIQ Bpf,K ,_ ' �P HUSED b L 4'LG MODULES= 24 LIN FT EA (4 REQ'D 2 EXP MODS) LOT COVERAGE: EXISTING(TO BE REMOVED): PROP05ED (DEGAA). PROP. (T.O. 5mthou): 4` , , 97' In (�• DWELLIN6 3,420 SQ.FT. (5.64%) 3,281 50-FT. (5.42%) 3,281 SQ.FT. (5.42%) I�ETLAI d710O r /1. = TY / •• 6SF 142 LIN FT s� 2 5 I I DWLC7 .. INSTALL IN 25'LONG TRENCHES ENTRY COURTYARD N.A. 815 50.FT. (1.34%) N.A. °s Exlsr. U 111 yG W/ATTACHED GARAGE •. 150LATED REQUIRED FROM EXPAN51ON MOOU_E5 RA15ED ENTRY PATIO 45TEP5 N.A. 340 50.FT. (0.56 144 5Q.FT. (0.24%) 23 NYT dT #- 5 "11 ,, ; �� - =��:��` 10' MIN .. s •.� . PROPOSED ' �C�X ; ,,� 20 AMP SERV FROM ALL LATERALS MUST BE INSTALLED 6 SAME SHED 60 SQ.FT. (O.OI%) N.A. N.A. t , ' ) (S 65F MI6 AIR LINE MAINTAIN SEPARATION DISTANCES,DWG 5193 DECK 1,885 SOFT. (3.11%) N.A. N.A. 9" , - ` ISOLATION VLY: ► h :, A A MAIN PANEL IN SEE GALGl1LATION AND DETAILS ON Dl SP3 MASONRY TERRACE STEPS N.A. 2,374 SQ.FT. (3.92%) 2,379 SQ.FT. 03.9290) r SITE LOCATION ►�+ /� Q Q �-c 65F _ •LOCATE AS SHOWN •'t7 �\ 1`-•YF ',rn; � �/" ,� ?, �-E E -E � - •TVP,8 LATERALS 'OTT, \ 11�', / % �% U/6 2 ELEC J, h ,�-, GOMPONENTS AND PIPING: SWIMMING POOL N.A. b3q 50.FT. 0.05%) 631 SQ.FT. (1.05%) r 111 11 N'1 I= t 't PRpI'Oc '. 2V POLYLOK RHINO 015TRIBUTION POOL(OP) LOT COVERAGE: 5,365 5Q.FT. (8.84%) 1,460 SOFT. (12 29%) 6,444 SQ.FT. (10.63%) o o St j II 1, 3 5, �� J RAISED MASONRY USE END GAP LEVELING DEVICES T S p N c� O UIQ i +I II 1, MIN \Q1 5 MIN rERR�gGE' .' MAINTAIN SEPARATION D15TANGE5,DW5 5P2 AND 5P3 O N N O O o �� 1 11 I,` �vU+ �,� � �o :.:.y�: CN SEE DETAIL ON DWG SP3 SUBJECT PROPERTY GURRENTLY: LOCATION N �p L 4.SAN PIPE-W/.G.O..' y NO UNDER6ROUND STORAGE TANKS EXIST MAP: PROVIDE AN ESTIMATED 1344 GU.YDS. OF O 7d QP ETU N '• •AUTO=VETTE(AIR�VENT TIED PIPING: 4'SDR 35 TRANSPORT PIPE(TYPIGAL U.0.1U NOT TO SCALE COMPATIBLE GLEAN SANDY FILL W/51MILAR `� ENHANCED INTO NoIE vENT STACK) STORM DRAINAGE SYSTEM: GRAIN 51ZE (OBTAINED FROM AN APPROVED TREATMENT UNIT " ' ,� 4'SDR 35 DISTRIBUTION PIPE(OVER 65F ONLY)PERFORATED, NO STORM DRAINAGE STRUCTURES EXI5T ON THIS SITE. ALL PROPOSED DRAINAGE COMPONENTS WILL MAINTAIN A 20' WIY�m HOLES AT 8 AND 4 OGLOGK pNSTALL LEVEL) ELEVATIONS AT GRADE SHOWN IN THE PROP05ED UPLAND SITE) FOR THE PURPOSE ATTAINING THE 3�, + , SEPARATION FROM ALL PIROPUSED SANITARY STIRUGTlJRES AND/OR ABSORP710N FIELD I, 1 p 1`. IO'MIN PROP05ED ° _ j rl ��' (TERRACE) RAISED POOL 2 PVC VENT THRU ROOF OF BUILDING NOTE- n' + ', I jl 1 `+ EXTEND A MIN.OF 6' ABV THE ROOF LINE AND HAVE A MIN.HORIZONTAL • THESE PLANS ARE DE516WD TO COMPLY W/SLA.H•5. STANDARDS FOR APPROVAL OF PLANS AND CONSTR.FOR SITE PLAN AND SANITARY RISER DIAGRAM. EXIST. POST 2 �% 1, f? 1 11 11 1. . now or formerly NYT #36 FOUND 4'W' --111 I �1 1' F 20 MIN SEPARATION OF 12 TO THE SLOPED PORTION OF tHE ROOF(PER BLDG CODE). SEWAGE DISP05AL SYS FOR OTHER THAN 51N6LE-FAMILY RE5IDENGES -DATED 12-24-2011. PIGN iL�` U�'= (POOLI �^^^- •OWNERS/INSTALLERS ARE TO FAMILIARIZE THEMSELVES KT14 SECTION XVI.1 -GENERAL REQ'MNTS XVI.2- I/A OWTS \ PROPOSED AREA OF D15TURBANGE: ormerly Marian Gase) (RE I � David Tear case NOTE- MINIMUM DESIGN REQ'MNTS AND SECTION XVI.6-ELECTRICAL REQNNTS. THE AFORE MENTIONED SECTIONS OUTLINE Revocable Trutit 5'M11N TMP t+`4'V1'1 11 1 �I I'I` `� I INSTALL AN ISOLATION VALVE IN ALL PROP05ED LATERALS. LOCATE VALVE MAINTENANCE d CARE OF INNOVATIVE ALTERNATIVE ON-51TE WASTE WATER TREATMENT 5Y5.REQUIRED BY 5L.D.H.S. t28p81 sq.ft (0.6447 ad BETWEEN 'REQUIRED 65F MOOUlFS'AND 'EXPANSION E{�F MODULES'IN ORDER UNIMPROVED, VACANT 1� �; ,T 11-,` 1 !1_,1` TO PREVENT FLOW TO 'EXPANSION 66F MODULES. O - �j, APPROXIMATELY 5,622 5F OF EXI5TIN6 NO WATER SERVICE OR WELL \', 11 t 11 ,, \' 11 j ' 11 i C/ j0 .� VEGETATION TO BE DISTURBED/REMOVED SITE PLAN BASED ON OR161NAL PROPOSED DISTURBED AREA TO BE REVEGETATED: �, �r V �O FOR DEMOLITION OF EXISTING SURVEY BY- G`ID LINE OF WETLAND 100'5ETBACK ZONING LIMIT LINE f HOUSE/GONSTRUGTION OF PROPOSED HATCHED AREA APPROXIMATELY 13,253 SQFT.AREA TO BE TEMPORARILY \ STRUCTURES FOX LAND SURVEYING \ ,o CLEARED/DISTURBED FOR GONSTRUGTION INSTALLATION AND GRADING DAVID H. FOX, L.S. P.G. i PURPOSES 5UB5EQUBJTLY RESTORED WITH NATIVE VEGETATION ��� ENLARGED SANITARY PLAN (SEE TABLE ON DW5 SP3 FOR PLANTIN6 SPEGS) J/) of If 1'C�'K Clr( WEST IHEAMPTON BEACH, NY 11418 ' ��' PROPOSED E EVATED `�!' LANDWARD LIMIT OF TIDAL WETLANDS ` f V Not l•GN�171/�Nn \ tr rr dPARtLY WETLAND5 AS FLA66ED BY I i PHONE: b31-288-0022 15 15 0 15 30 + � + ENERATOR PLATFORM: yq SURVEYED: 05-I9-2018, \0 GRAPHIC SCALE I" = 15'-0" +GtEARER AN f E�T6R+FD W� EN-GON5ULTANT5 ON APRIL 08,2019 �r Sr LAST uPD: 10-oa-Rola 15X15\ NATIVE VE+GETATIOt�AREA IN APPROXIMATE LOCATION OF PREVIOUSLY �� 800-212-448018111i P. X35 . ` PERMITTED GENERATOR,PLATFORM ELEv.e SA UTILIZE EXI5TIN6 TAP,RUN / �"� \ 0^c PLATFORM FTPRINr=56 SaFT. fir, www.dignetnycli.com or www.call811.com - PROP05ED 1" SERVICE WATER (for other states) j ��� Ir. .111, -- WD 5TAJP,35'W X IIL6 15' WIDE EX. SURVEYORS NOTES: \ II, = r, LINE,SEE INSTALL DTL,DWG SP2 _ wM0 0 U By law,excavators and contractors working in the REFERENCED DEED L. 11182 P. 340 t C,9 - �- 'C __ al I, RIGHT OF WAY r \ -�,��.y�/� five boroughs of New York City and Nassau and L. I Ib44 P. 8b1 Suffolk Counties on Lon Island must contact `� � �_ � EXISTING .� Long ELEVATIONS REFERENCED TO ter•. GRAVEL ROAPHAY m DigNet,1-800-272-4480 or 811,at least 48 hours (� t t, ,y, -but no more than 10 workingda,s(excluding \ V 15 W S / 3°3 1 40 E 7°_ EX15TING WATER MAIN - �, TO REMAIN NCD weekends and legal holidays)prior to beginning N A.V D. (1988) \ O u± WM W M WM Fc s U 00 any mechanized digging or excavation work to FLOOD ZONE BOUNDARIES SHOWN �� R'O'W' $9.95----- - S 3g �' s ti ensure underground lines are marked.Excavators HEREON FROM � 33R•85 � Z_ $7°.2 93' ;o �. �' - - - S-i3°31'40"E 400"F o 513°24'10"E cy� -� 5-73-24'10"E do / . EXIST C) � r- and contractors can also submit locate requests 4ti - a E 15 ' FIRM PANEL No. 3610360501 H, Q s ` , online,through ITIC.If you do not current) use rtti / r ' 50.01 ,�/ ITIC, leasecall1-8 0-524-7603 for more LAST DATE: 05-25-2006 ° EXISTI}l6 6PAYEL -� 8�a5 > _ ry cn , ---! CIL.#33A + ` 80.00 s � o ; ��--- ' - U.f."33 (� rF Q information. r t, ROADWAY To REPIAIN --- -1 + - - P �, , '� Z O �� � 1 � , r~V 4 � EX15T.6f?AVEL � 5-75024'10"E � � ELEV'D EL.- PROP.E.O.GLRG + �� RDbJAY TO REMAIN '� _ 43.85 EX.WM 4K- _ 150.EX.STONE RGWAY d - TRIB. I pROPOSEU �+ w d -+ �• MT LOIS LANE - N PROP-05ED F"� tDLU X For safety reasons,homeowners are strongly �i�y POOL DRAINAGE SYSTEM p`n '' - Oo + ED'6R�" �` `�•. r'' ' EROSION CONTROL MEASURE Foostool X z ILL_ encouraged to call as well when planning any type EX.UTI . \ +" -. r^�.;`""�•: rn Z Q of digging on their property.Homeowners can N WETLANDS I - IOV x V L.D.POOL �' �' z 5' OLE ' p� '` - PLaDP. ?b I?CIS o ro INSTALL STABILIZED CONSTRUCTION contact us directly at 1-800-272-4480 or by calling �r' EXI5T. BAGKWA5H LEACHING O J E cx ► ENTRANCE. SEE DETAIL DW5 5P3 00 CD 811,the national call before you dig number.For LIL 34 �O *'+ + MIN \ + X4.30' ' s ' < 111 N " POOL(PBLP).515E DW5 -+ ,� 7 r - + 3y• 00 excavation work completed on personal property,it '<J► 5194 FOR INFO. r PROP.U/6_ _"_I q 7EfXI,!�TIrN0'r, E I RE}A T� E+ W CL = 00 s the contractors responsibility-NOT the rf A y�p LP. TANK , -�' I PROPOSED �'� TOG + + + n/ . w homeowner's-to contact DigNet.Having utility lines �y �-� �r -1 - \ 1 + _t PERVIOUS ®45' a. + O b +NN�T+�V+E&E A+qN IK O 00 marked prior to digging is free of charge. •� fiL POOL EQUIPMENT + �PROVI MMON @ tD 6RAy� P 99 g g I' 6 ON 4 THK PG.EQUIP.PAW, , J/ ` O MOTORC,0LRT O'1:FI/GB + EXISTIKs CLEARED AREA 111 = N LANDWARD LIMIT OF TIDAL PART OF TRIBUTARY II SEE PTL,DW6 5P3 �' + 5EE DTL,DW6 5P3 0 �_' TO BE REVEGETATED: _ � C) v' HATCHED AREA APPROXIMATELY 1305 SQ.FT.AREA TO � �, ., 13t�lDRIVEWAY \ m WETLANDS A5 FLA66ED BY / + + + + a PROPOSED PRECAST/GULTE + t + 5. + ; W _ - - - - - - - T • (5EE TABLE ON U-6 5F3 FOR PLANTING SPECS) In EN-CONSULTANTS ON APRIL O8, 2019 ���" _ i/ + + r - -,- + I - - }- - - - - w c�,�,� STORM DRAINAGE SYSTEM - 5T Q ter/ ;;/ 1 + + + !o al ED.6RVL PROPOSED �� w -' I, Ex T Fps , 144 SF RAISE MASONRY - - r, (T)GULTEG 180HD CHAMBERS + + + + + + + cD t WIC STORAGE VOL PROVIDED: 410 Gl1.FT. i FT T / + + + �- + + + + + + ! ENTRY PATIO BENEATH � PROP05ED REPLACEMENT LOCATION FOR F•-�I �►_� Ir, 2 EX STONE o� SEE DETAILS d REQ'MNTS,THIS DWG + + +- + + r + + + 2nd STY OVRFING sa EXISTING CEDAR TREES ALONG DRIVEWAY r� �p _ - - WM ROADWAY FLi9 SEE ARCH FOR COIN. LOG TO + + + + - IO'MIN W/14k14'STEPS \ (SAME CALIPER)WITHIN NOTED AREA O tri _ : ++ �- TO REMAIN ROOF DRNG OUTLETS - �'� EXISTING WATER MAIN LOIS LANE �°' `' F + + - tea' - - -{� - \ �\ ►--� o v_+ 1 + -T - 513°31'40"E SG.95' • •5$ °� LILT#33A IS' RIGHT OF WAY _ _ - • __ - • l i1 =; + p / 22.0 8.9' - D _ PROPOSED EROSION CONTROL MEA5URE LOIS LA. EX STONE ROADWAY TO REMAIN QD" � O - - -- 5-13°24'10"E EXIST. -so \ F INSTALL INLET PROTECTION ON ALL OPEN 38,93 E o� 40.00 513°24'10"E Ex. M 1 �. -"-i__ PROPOSED 250' / ,� E ER: U.P.X33 / �BI5 SF ON-6RADE , 58.1 GONERS SEE DTL ON 5193 Sl3°24'{OSE/rn EX STONE RD,ICY 50.01' 43.85' �r•Tq uf� + + + 4� N / �� b r / QTOGI v �„ PAVER GOURTI(ARD o,PROPOSED/ , 16 5' Z OF E EX.UTIL. � /- TO REMAIN --- now or forrrerl + + �E + 17 l� o, ,v I ( I I I I I I I NOTE TO CONTRACTOR, POLE O Ex.ELE,.= cuRe f-� • y r d 6 o N 2-STORY METER 7t] REMovED Erne5L Gaye,Ncncy PROPOSED i I ��,� e7 8 BEDROOMS DWELLING Gj12 NarSchea:&arbara 1 j ,o CONTRACTOR TO COORDINATE WITH ARCHITECT � EY T CRAWL SP.FND I FOR LOCATIONS OF ROOF DRAINAGE OUTLET71 W Martin t Paol Brem 150LATI ON VLV: < f45'oh 1 + a 1^U ATTACHED I I( I I I I I o r. IE1p 3,2815F. - - - I L J L J L J L J FOR GOf PEGTION TO PROP05ED U1LT1=G * t� � j SLRFACE WATH2 WTH R • LOCATE A5 SHOWN j �pGlilt�F T - - a 6ARA6E .�, a o DRAINA6E STRUCTURES(TYPICAU 1: e FFLPL. •CP -/ •• •ii' �_-=-� r + �` 2nd FLOVRHAf16 ABV co 0 ..... ¢ Ch 300 FIErOF FIRZFERrr • TYP,8 LATERALS - =r a / 12.0'ASL EFL EL ``! J'. 0 w / EX. BP.IGf YJK NPR NO Wf3L8 WMR 150 fEr l - 16.0 36.0 m = W - - OF fin ® - = \ 1, / , / 6.34'A5L x PART OF TRIBUTARY II 2 EDGE OF EX15TIN6 EDGE OF '` ' `' ,�,!. ��� '- MH + - = , ZONE AE(6) cc - _ STONE DRIVEL AY �, h '+ ' i�h�, by 15 1 PROPOSED I6.o' PROPOSED PRECAST /GULTEG �O Q 3 EXISTING EXISTING It1FROVtD-I�E5117BKE ZONE "' ` �� G EARIN6 26.5' TO BE REIJCPI'ED A GLEARIN6 < �h'iMH''"I'' + �� =�- N o� CROSSING CR 22 �� STORM DRAINAGE 5Y5TEM - EAST A L ,� ' I I'l1BLk;wast �n I ), PI�O�?0aE17'•'. 4" R� ) ' z3 U` 1 1, i�% ,y _ 14.3' I -3 x3 x3 GATGH BA61N W/FLUSH INLET S S I 4 , AE 6 0 \ Nu . y ,,�� - -, 9 SEE DWG SP 66A' RA15EO�"IASONRY , (IU CULTEG IMID CHAMBERS -USE TRAFFIC APPLICATION I I {/ STORAGE VOL PROVIDED: TEST N 111,1 'III ! A7/ y,' � '1 8I?RAGE :STS•• I ; 648 U).FT. JEFFREY T. BUTLER, P.E. a r _ _ O REQMNTS,THIS DWG m N EX.WD WALK q ' :(T�i 3_' G y� AREA:'•2;3�1a•SQ.FT: SEE DETAILS d HOLE P EX.AG I TO BE REMOVED �` d 111 I, 21 5 /' Tlx :� o WD v� I - - i © t �x 2r 1'F' �E3V P l� SEE ARCH FOR CONN.LOG TO ROOF DRN6 OUTLETS UfJITS TGR , ; MK HH+ �,`IJ HAX� Qtl t L G ft �i _ Q - 2.4' I �y PROPOSED POOL GATE % N O EX PROPANE bib, +. M - O �^^� o SHALL BE SELF-GLO51N6 AND C� °�8 3 eE RErKIovED• PROPOSED DISTURBED AREA II � ��+' Qb HAVE A SELF LATCHING DEVICE �p LEGEND: Z = CO 14.1' _ \1, 1 1-1 PROP.RAISED POOL + ✓ Z EX ouTDR TO BE REVEGETATED: �" y MIN �- 1 o I --r PROPOSED POOL ENGL 05U91 `"� PROPOSED SANITARY I/A SYS: FUJI GLEAN 2 STY FR.HOUSE 4 GARAGE O `l SHOWED 10 �.+ 1 p) ' � �,HHS +\��•�+ - AREA: 634 SOFT, G�EP + ��•" 6 .--I -1 1 I 4-1 _ TOP a 11.15'A5L. 5 OP r 1w- POOL FENCING AND GATES SHALL Q DOVER TO GRADE T `� I/A OWTS W/ O I� TO BE REMOVED 11.2' v HATCHED AREA APPROXIMATELY tbb26 SQFT. 6 H ',' 1 II t Ij 1'+rte+ x� �i 45b ' + PR "FSS BE REMOVED (FF=11.0) ENOL. AREA TO BE TEMPORARILY CLEARED/DISTURBED POST + EO + PROQ' ^� COMPLY WITH N.Y.S.RESIDENTIAL + -P -,12b 11 I,-, `��II I+ 1-� HAX o, BOT.8 6.25'A.5.L. + ..r N taO ANTI-FLOATATION O 1L 14.1' m_ PORCN FOR 5EPTIG SYSTEM INSTALLATION 5UB5EQUEITLY FOUND d II 1' �+ III 1+ 1 0 7 r + + + CODE,t65LF.-SECTION AGi05 Q SLAB TO _ TBP RESTORED WITH NATIVE V6C�ETATION )' HI 1''r �H' H , i�H+O a �y + } f GCUNTERAGT (v /^1 ( ) ` , 11 G� o + + ! + 1 t EXT' O 15q 2nd 5dY 2nd STY N SEE TAEILE ON DWG SP3 FOR PLANTING SPECS ` s _o R I� 4 rt �i, ' , 1 + ' BUOYANCY 6••.,, DECK TBP' / DECK TER 1+l OSE W z •.• '. t rt + - �,, � ,, 0� ,_ 1 ) w '. �'.' •'' 0 E.O.EX. , h ' , + , 1N ' -O SOP - T� rlO �o REO'D 65F GSF E'er ~ O _ + E.O.EX. � / , , � CLEAR M6 jJ +,, + �' - v"-.__ GLEARIN6 o rte== T= r-T=-� M-1 EDGE OF I JALK TO ' .^ ---------- ----- + + + � E+P { t: it } / 660TEXTILE SAND FILTER CLEARING RIGY �' GLEAR+E AN f�E T�R D W/ �.``^; < N ,�J � MH�� f� � r - - � GL4tG � � ,• �''"- t_---�-_�__�•__ ---�---J (Ef�F) � � O � •• (� IOOD DECK EXISTING TO REMOVED SEX.B F NA+INE G TATIO AR+ y ' J PRS Ep '�yq ISOLATION VLV IN 4'WIDE TRENCH ~ N BUNPO'ID •FLAG - - _ BE REh10VED J = _v ^� :POLE - - + » + it \ �^ " FEMA LINE ZONE EX. WD WALK BE 'EMOV I? TEST HOLE 2a_. + ._ . , - �-' W z L _6. ZONE I� nx _.:. .� �_ TEP - f �� j �. \E�,H1 FI / AE (g) PROPOSED STORMWATER SYSTEMI: v } Q '�`4 0 �1 > \ TQM CRARtLY ,.. raw or formerly O, \p ° I` MILLER ENVR�DDED DAL GROUP 1L�-� h %"-'6 + + + } + + * /� A,� CULTEG ISOHD CHAMBERS Z I David Terry Case _ �v . GtEARE AN I E TU D �1 r T-T-T 1 , Revocable Trust AE(8) v 538 EPWARD5 AVE,GALVERTON NY EO, ARIN6 + no I INCREASED STONE O .. � k ( ) ✓ �� �EXISTJ - S 6 � TEMp.CLE NAIVE VE+6�TATIOt�AREA w � /� 5,1 � Q .,. .... C � Q (tcrrr>°rly Marion Gase) �j PERFORMED ON: 10-30 2011 o O 111 O v APPLICATION uwMPROv®,VACANT ��� 00 6�2' PROPOSED D15TURBED 4 5$9 66 0� Q$\ IN 5'WIDE TRENCH W Op I EL.4.18' OD'-I D'BELOW GRADE ZONE X $ \ (�o> 3'x3'x3'PREGASr GATGH Q NO WATER SERVICE OR WEU- tJ BY REMOVAL PER 5GDH5 REQUIREMENTS -<0 •15 ,�,� AREA TO BE REVEL ETATED: Z/ BA51N W/FLUSH INLET LL - c�lr (SEE BOXED NOTE, THIS DWG) S$9 1 0� ,. (MEDIUM SAND BROWN O HATCHED AREA APPROXIMATELY tl9l3 SQFT.AREA �- _ ^ LL # N J TO BE TEMPORARILY CLEARED/015TIJR13ED FOR W 66 EL.3.18' 6 CONSTRUGTtON INSTALLATION AND SUBSEQl1ENTLY 14 \ TIE LINE ALONG APPROX.H.W.M. O COVER TO 6RADE /- PRECAST IOV Z LL. I.O -2D BELOW GRADE X (EQUAL TO TIDAL WETLAND BOUNDARY COVER BELOW 6RADE (-; 1 -BACKWASH W N U_ d- v RESTORED WITH NATIVE VEGETATION(5EE TABLE AS DETERMINED BY EN-GOtJ5ULTANTS / IEAGHIN6 POOL 3 O N O (MEDIUM SAND-BROWN rD- $ + ON DW6 SP3 FOR PLANTING SPECS) (f 3 SH ON 04-08-2011) ABANDONMENT BY REMOVAL. v, 0 EL.2.18' 2A-3.0'BELOW GRADE tJ o o +: - W ZONE X w � � PROPOSED I P POOL WATER v' W p.N z u- EXI5TING SYSTEM TO BE ABANDONED BY 2 COU.5E/MEC.SAND Vl m v I' SUPPLY LINE TO POOL EQUIPMENT` P W REMOVING ALL RESIDUAL SEWAGE WASTES BY MIXED GRAVEL(Std W �t $ d '� C A LICENSED WASTE HAULER,R3�10VING THE FEMA LIt1E1 - Q EL.1.1b' 3.0' - 4.0'BELOW 6RADE C EXISTING ELEV: x6.0 w m o ENTIRE STRUGTURE(5), L MATERIAL,AND - MED.TO FINE SAND, m O_ (() BACKFILLING WITH //;; � � Q••( Z z SUITABLE SAND AND GRAVE ATI= Z, DARK BROWN W SILT(SM) »► EXISTING CONTOUR - Q PROPERLY COMPACTING. 157 , TO BE REWORKED: D p EL.0.18' 4.0'-5D'BELOW GRADE F1=t�(A LICE x MEDIUM TO FINE SAND, . ... . n.,. ZONE AE (8) t� ---_ - ..., .(n_ ZONE AE(8) _ C� (� � V1 f t 6......... c , oy BROWN(5W) ' 15TING CONTOUR: 't* o EL.-022 5D'-6A'BELOW 6RADE ., �- _ _ g4°30�1� y `MN MOIST COURSE-MED.DARK n,w or formerly PROPOSED PARTIAL SANITARY SITE PLAN r n I b AGE: : lv / GRAY SAND r � rn ° ' " 114.00 � 5� •1 6 �^--�^- EL -Ib2' � (� David Ter Gase \ f 4 W 1 _ Revocaaley Truat �.I� �a 4i 5 ' -' t� PROP CONTOUR: N73 51 3 b.o l.o BELOW GRADE 20 10 0 20 40 bo 8 `^^^ TIE LINE ALONG APPROXIMATE H.W.M. 6ND WTR a EL.-2.32 MOIST TO WET (formerly Marion Ga e) X GRAPHIC SCALE m I" = 20'-O" -•--.-. .- X �"'� ?� S)O11ho:r. is r•1 PROP.SPOTB_EV.+ x8D (EQUAL TO TIDAL WETLAND BOUNDARY EL.-222' GouRSE SAND,ERN, o -•''� : 51 '16 � F o ,�d Gi irt.= tnE,� PECONIC BAY AS DETERMINED BY EN-CONSULTANTS t SITE PLAN - DEMOLITION ON APRIL 08, 2oI4) TRACE 6RVL(SW J r t _ g4°3p lit - - - --- ----- TESTHIOLE - h;� SPI � 6ROUNDWATER ENCOUNTERED 0 EL.-2.32' � �� �^ 1 14.08 � � 30 15 0 30 60 ZONN5 a0 MI6FEST EXPECTED 6ROUNDWATER 0 EL OA2 ,�� N73051'43"W - � �-� PECONIC BAY SGDHS APPROVAL AREA: FIw514eD FLOOR ELEV._ GRAPHIC SCALE 1-I'fi' k`30'.-O" . of 4 i I/A OWTS UNIT SIZING: FIN.6RADE DIV15ION OF ENVIRONMENTAL QUALITY,5TANDARD5 FOR o ,1� �` `' '`' APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL o N N r`yi``ji``ryir`yi` -FAMILY RESIDENCES FOR 51NGLEN O n GOMPAGTED SELECT FILL TO DATED: DECEMBER 29,2011 Alarm Panel shall be: TABLE ✓ in a well ventilated area as GROUND SURFACE SLOPEO O GRADE TO SHED WATER FROM 3: MINIMUM I/A ON-51TE WA5TEWATER TREATMENT GAPAGITIE5 - g �riv !r ,ri�� • 8 BEDROOM DWELLING: A hi Q S TANK LIDS. • 4 Q v dry and protected from INDOORS OUTDOORS GROUND MINIMUM TANK CAPACITY = 880 GALLONS elements as possible OWNS CONTROL ENCLOSURE) Z I/A OWTS UNIT LOAD CALCULATION: 13 - z ✓ in as close of roxim.it to 2 1112,11126 IN pNNEMA4XENGL0511RE) p y BUILDING SCHEDULE bO N 4 2 3 1 5 6 LG ` �STO MIN. I 8�ONE TO M 110 GPD x b BEDROOMS = 880 GPD TL FLOW REQUIRED z ? Z FujiMAC Blower as possible POWER PANEL PVC,CONDUIT I NO FIELD � SEAM OF TANK COMPACTING PROPOSED SANITARY DESIGN FLOW = 8B0 GPD ✓ wired by qualified PROVIDE kl2 I #12, 2Ib GONNEGTION / IN 6-IW-14LIFTS. USE: electrician 1-20A,I-POLE USE FUJI ENHANCED TREATMENT UNIT in a location that allows CIRCUIT BBREAKER5 IN 20; 1 11,12, 1 X12, •• MODEL No. GENIO,GRAVITY 5Y5TEM S" unenct.tmherc d access far BUILDING N26 #125 inspection and maintenance for POWER PANEL b"DEEP MINIMUM STONE BEDDING •• TREAT14ENT CAPACITY: 1;000 6PID � USE:Y4 - ' DTR.STONE LEVEL TO WITHIN •• TL. WORKIN6 CAPACITY: 14g8 6AL AlR jl FUJI ETU I0'(FORE AFT AND SIDE TO SIDE) •• FLOW RANGE: 50-I POO GPD Z W activity PR ' DUPLEX 6FI OUTLET 145TALLED INSTALLATION DETAIL NOTE. SEE'COUNTBRAGTIN6 BWYANCY •• MAINTAIN REQUIRED SEPARATION DISTANCES W P { IN l^EATHERPRooF ENCLOSURE wP ,�\ ���/ INSTALLATION DETAIL'FOR ALTERNATIVE .. SEE DETAIL FOR INFORMATION,DWG 5P2 A A rrt Clrltl :BI' :Ic' r FINISHED GRADE = 50ALE: NONE TO BEDDING IF APPLICABLE cT� I Jr,,it.`-,,,itch, f' cssum _.:itch, l - '!PJorrr.af,i shall be: I• ;t( !or{ra!!�! ruc wvitcl' S,il,=nce` ^,l+i.h FUJI CLEAN - ONE LINE DIAGRAM ✓ in :.:lase proxir:,ity to control panel as possible Q sQ S `�o' o Q O - Cs! N N NOTE. PROTECT ALL ABOVE AND BELOW 6RADE WIRING, ✓ of Mid e.�. concrete ad to minimize vibrations O O N , N o O o „ ✓ it �cat;on abo,'e water level Ci;, t;il Ri. ,:ke, RUN IN FV( CONDUIT,5GH 40,MINIMUM. ; p $ O g cv n r r o r a r n I n P,ct:, r: Ho SCALE 1/4 55TL GABLE 5EGURED BY 55TL I/4 S5TL GABLE SECURED BY Al,+rn; G� .ic.nli tV ,;r ,,� I,,,y, ';t,c I, ,,•, CLEVIGE5(TYP OF 2) 55TL C EVIGE5(TYP OF 4) ✓ a•,'.' fror:' ,rea,,e exhaust fans. �_ FUMP CLEVIGE ATTACHES TO NYLON GLEVIGE ATTACHES TO NYLON ✓ a," f ro n .!e r'". FUJI GLEAN U5A ALARM EFFLUENT FLOAT 5TRAP RING �"'^'`.... STRAP RING ` oom windows and other locations where TREATMENT OAT FUMP SWITCH - - _ - - , , r o; ,l tiona' ,uunds(although minimal) may be a nuisance GENIO FL _lil_li1-1�1 I�-ISI-lil _ 10.0 x IOD'x 15'%-AL3 ✓ -., - , .r - I'r r'S'..11!f,�,':','i 1 c l t SWI TGH _Ulf=1LI= = LLT=L1i=LII= / !n catl,tn tl' allows unencumbered access for SYSTEM MODEL _ TOTAL voLUME: i _III=IIII I1-n-III-I ONSITE WASTEWATER - - - - - - - - - - - itt , :tion e ! i 1 i rc��•:�. ->�-- 150tGUFT. 56tGU.YDS tr, a ntenance activity T M -ill- IJl-lll-lll- -L TMENT SYS E TREA -I I-I - ! r ' I I I_I I�I I I_I I�I I I_ 3 8 12 ✓ WEIGHT• x x 1 1 4 JI MAG 22 LB / EYE� MAG BLOWER MODEL FU 500 / TL v,.., c�:-o �t r c. r•i I cagrounding ('- •, - I I-LLT_ -lll- -1 I -IIII HOOK 4 I I F"I I I OF 150 RII r" (TYP ) L .1 lrin, c, k u.t le tr' 'I c Ical connections 1 1J- t ons made b a licensed . . lil-lll-lll- - Y c �> R 2 _TILT-ILIIII l _I _ _ el , LLI-J-[ lll - . s t n lll-Jll- -W-LL ll 50 mi GLUME I U IR LOW V . a A F I-11 I-11 C-III-n I-III- roo� r _c _, �n to I �»'• I- a i p of electrical cord ill �l- .. i' 5.3 GFM LL LIFIl a L - - III-II I I I II_III_III r 1 - t' 1 ; , I d - v r u t a u it i - - - - e at space out of direct sunlight n I- is to d IllLL LI�L� p g 2 •a. 111_111=11L-I =III=III_ < I I 1. a ..-. - - - - aZ 18 kPa 2 A•. y. NORMAL PRESSURE / � _ill-lll- llf-LII=L ,e or i e, men such is su as direct Tai r w M - 1 n o snowfall. MIN P .Fa MIN _I IIS Ni r .. n. f ,k✓ W-11J-LIF 111 s° _III_ II III-III II III II I . - - - - 1. �, rf_C to o ria '~ a totes and jurisdictions s that re u' - p Ire �• q LT�W- -1�- - • P7 L� ° � a IRON I I-III-III-I I III-I I�I TED VOLTAGE - RA r �l I, ,'vir connection. r 3 � .a .< �-I c.d n t' T_i urinal Blocks c c Ion. L h '§ka 1.L�iff LL� -lll- J r II III-III -111_1 I_I II_I _IIII F III I I F 1. d - I� . P - - - - - :- .t, } # t, s t 1Lll-Lll- - - _I 1 F-:� ::I: :.LEA- •E• - Jll- W- UJ C N TIJ � FREQU ENGY - 60 z . H - - ,�•� _III-ILI�IIL-I IIIIII - _I I EI 111_1 I I� ILII I v^,:cr Hard. _ BIo =ll- - - - - Jll- Ll •si - ( n_nI _ 4 at Line E I�1� IIS >M DEL CEN10 - - - 0 C N 0 i - III - , q}t I I S I'I I L ::: .'.. .:^i:•:�r:•:: :::vr:t:it n•i:•:�:v:•:ii' • ° • x' R a 5 y - '_I I CI I I- , IPE SIZE m ID ISmm O D II III IIS OUTLET 13 m 9 Y x 'w L ( ) �Jl-Jll- - -lll Jl- I IT I 33 45 l - `I r•- Y II III II 5 V L-LLT-L�Li}= Li�uf-LI , ID 0 D I / 4 64 6 .I I L-III-1 I I.I I I I-1 I I-1 I L-111- = 1 - LF>L - Ia•"., LL LL�LL�11 I III I I I II III III_ F ;:.:.::.;.� ;:.:�::.:::. ::.:.�:•:.:: :.;:•:;:.::..�::.:::..�::• UJI CLEAN ETU CEN Jf-LI1J :::.:::. ...::::•:::. ::::::.-:.:�:::::. : :.:::.�::.�.:•::::::.: ::::.�::: ::: -fell, _- ....: ----.,--- ----' WEIGHT - _ __ SO kg IW tI-=. II 11 III II % 11 LBS. VIII III _ ISIS WITHIN „- .• :.. BUOYANCY CALCULATION: m _ -- . w II�III�- .. - -. . � II�II� BUOYANT FORGE 15 RESULT OF AIR VOLUME - ' POWER CONSUMPTION I.b �_ _�- CONTAINERS FULLY In R5EQ IN WATER nor Alain, Lu,e kWh/DAY ill�I�=n1-II-IT lir �. Grounding I" `" 1 GENIO UPLIFT, 14,671 LBS vVa±er'i�ht Block II 111IN AMPERES LIA JI�1 50%SAFETY FACTOR: 1,336 1 LBS 4=." 1- TOTAL BUOYANT FORGE, 3/8 x 12 x I-I/4 55TL EYE �� �'��� � � - POWER GABLE 3 x 18 AWG x lb m OAS') HOOK(TYP OF 4) CONCRETE KE16HT; 150 LBS/G.F. REINFORCED GONG.SLAB, PROPOSED BLOWER I/ m REGTANISULAR GONGRETE PAD, x 150 GUFT. b'xb"x10'WWM IOA'x IOD'x 15'5LAB IO.Ci x 10°O'W x 13VP W/ (U5E CHAIRS) MODEL No.MAC150RII/200II MANUFACTURER MADE IN JAPAN TOTAL VOLUME: STRAPPING AND ANCHORING PER DETAIL Incon-ling Air BY FUJI GLEAN Neutral1,�Ioek Powf,r In Pres.<urcTubi r 150tGUFT.(556tGU.YDS� WE16I 22500t LB AMI BUOYANT FORCE= 22,500 LB5 , :• :• LL FUJI CLEAN ETU CEN 1 .0 - [---+ z COUNTERACTING BUOYANCY INSTALLATION DTL AMI 1E.53 SA FORCETY E EXCEEDS BUOYANT FORGE BY A . ,X.••`-.: aX : a :x OR ED O B SCS, NONE TYPICAL SLAB DET AIL - S 1 AT ETU BLOWER UNIT W VISUAL BEACON 5GALE, N.T.5. �1 a.a o 3.2' 2.5' �' of NEW YORK CITY 800NOA -272-4480 811 FUJI CLEAN GENERAL NOTES: � CHAMBER Voll:rne( I) & LONG ISLAND www.dignetnycli.com or www.call811.com THE ETU SHALL BE INSTALLED PER FUJI GLEAN INSTALLATION REQUIREMENTS AND ANY W m IQ Sedimentation U�ember 558 (for other states) I/A CONTROLLER ADDITIONAL REQUIREMENTS PER 56DH5 AND THE DE51ON ENGINEER GONTAIINED HEREIN. ^ �Q r RECIRCULATION ® Anaerobic Filtratlon Chamber 556 FASTEN PANEL TO CONTROLLER \ � � Bylaw,excavators and contractors working in the five For safety reasons,homeowners are strongly , , AND ALAS' I. THE DESIGN ENGINEE��SHALL OBSERVE THE OWTS PRIOR TO BACKFILL,AND DURING � •• �® AIR LIFT PUMP ® AeroblG Contact Filtration C�l'ICirlber 248 boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type PROPOSED H FRAME, SYSTEM START-UP. ® Stora a Chamber 125 Counties on Long Island must contact Dig'Net, of digging on their property.Homeowners can SEE DETAIL,THIS DWG 2 THE DINTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD (APPROVED BY PT, SCUM BAFFLE DISINFECTION ® 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling CONTROL PANEL THE MANUFACTURER PRIOR TO ARRIVAL AT THE SITE. F-L� Disinfection Chamber 11 10 workingdays(excluding weekends and legal holidays) 811,the national call before you dig number.For NEMA 4X �y,��� � Y ( 9 9 Y ) 3. A FUJI GLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP VENTILATION CYLINDER(OPTIONAU prior to beginning any mechanized digging or excavation excavation work completed on personal property, Total VOIUme 14g8 4. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER r work to ensure underground lines are marked.Excavators it the contractor's responsibility-NOT the PIPE / 5' OUTLET PIPE and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility AIR GOM'RESR�OR 5. 563 ARTICLE VII (SEPTIC INDUSTRY BU51NE55E5) AND ENDORSEMENT J(INNOVATIVE AND ENGINEER; 5" INLET PIPE through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. ENCLOSURE WBASE ALTERNATIVE TREATMENT SYSTEM INSTALLER) THROUGH THE SUFFOLK COUNTY \ / \ 5PEGIFIGATIONS 1-800-524-7603 for more information. GFI OUTLET DEPARTMENT OF LABOR. LICENSING AND CONSUMER AFFAIRS,PURSUANT TO SUFFOLK N AIR LINE TO COUNTY CODE,563-1q(II)(J). A u 1 REGIRGULATION PIPE ' A AnaeroblG Media PP/PE Filli Rate 4b� USE 20A BREAKER Y L t- ( FROM BUILDING P14R PANEL TREATTENT TANK 6 THE ONT5 INSTALLER SHALL REGISTER THE OWTS WITH THE SGDHS USING DOCUMENTS EY T. 0 Board T e Aerobic Media PVC,/PP/PE FIII( Rate 1-ISIi PROVIDED BY THE DESIGN ENGINEER. CO C� G�� ;._ Aeroblc Media PP/PE Filll Rate 54% FUJI CLEAN BLOWERS--MAC-SERIES '"R"" PERFORMANCE CURVES 60 Hz POWER LINE TO FLOAT 1 THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE Blower 3.0 Gfm AGREEMENT WITH AN AUTHORIZED MAINTENANCE PROVIDER. THE A6REEMENT SHALL n EFFLUENT HAVE A MINIMUM 3-YEAR SERVICE INTERVAL. / \ AIR LIFT PUMP Tank FRP 280 L/M AIR LINE FOR ALARM n1 qb GFM b. NO KITCHEN SINK 6ARBAGE DISPOSER 5HALL 0156HAR6E TO THE OWTS. N 4J PIPIni PVC/PPI PE q. NO WATER SOFTENER SHALL 0156HARGE TO THE OWT5. ') r INLET BAFFLE FLOW OPENING(TYPJ / © Access Covers Plastic/Gast Iron USE 15A BREAKER 10. INSTALLATION AND Ur-E OF THE I/A OWT5 MUST CONFORM TO THE DEPARTMENTS � 0� 493 MAG20OR (POWER FOR GOMPRE550R) NOTE: A O FLOW BAFFLE i �® Disinfectant( tlonal) Chlorine Tablets 240 LMt BLOWER MUST BE HAND WIRED APPROVED I/A OWT5 G-UIDANGE DOCUMENT PREPARED IN ACCORDANCE WITH THE ROFESSIONP� (GLEANING OPENING) 8.4 CFM 5TANDARD5 FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ON MAG'15OR II'AIR BLOWER 51TE WASTEWATER TREATMENT SYSTEMS." JEFFREY T. 13MER, P.E. II. THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED.VENT FUJI CLEAN USA 200 LA* "wGISOR CONNECTION DETAIL - 6'THK P.G.EQJIPMB'IT SLAB PIPE5 5HALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE B Uj TA C-FM CONTROL PANEL AND BLOWER (�DETAIL,THI5 DWG) VENT SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION Q PLAN VIEW ENHANCED TREATMENT UNIT (ETU) OF THE ROOF IN A VENT WHERE 17 15 NOT PRACTICAL TO VENT THE SYSTEM TO THE I/2'AIR INTAKE J 180 L MAGI20R TO BE MOUNTED ON H'FRAME OR EQUAL,SEE DTL THIS DW6 RESIDENCE ROOF A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE } O O 63 CFM NO SCALE RE5I0ENGE AND TERMINATES A MINIMUM OF 15" ABOVE GRADE. THESE VENT PIPES MODEL CEN 10 > MAGIOOR SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW OR DOORWAY AND MUST M--� Z F- 20'0 HDPE SECURE W MAG20oR TERMINATE WITH A CARBON FILTER DEVICE:. ALL VENT PIPES MUST HAVE MINIMUM LLJ v SCALE: NONE Q 120�JMfn DIAMETER OF 2". 20'Q HDPE SECURE HEAVY COVER BY 42 CFM MAG80R PVC WELDED JOINT 12. ALL ADAPTORS, RISERS,SAFETY 56REEN5,AND LIDS 5HALL BE MANUFACTURED BY �T� LU HEAVY COVER BY POLYLOK,m'• POLYLOK OR EQUAL. W O L MANUFACTURER PROVIDED POLYLOK,TYP. go L/MIn TANG WALL GOMEGTION ADAI,TER 13. DIRECT BURIAL OF ELECTRICAL AND CONTROL WIRES IS PROHIBITED. ALL WIRES SHALL z N O 2B GFM 15a BE ENG:\SED IN%4 MIN SGH. 40 PVG CONDUIT. O O 20'0 SAFETY SCREEN 20'0 SAFETY SCREEN MAGboR AGI09 3/4'IVO CotbUT 14. THE 0WT5 INSTALLER SHALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER INSIDE THE O 3 BY POLYLOK,TYP.---,_ BY POLYLOK,TYP. LA4t1 MAG40R OR AIR LINE DWELLING MAIN ELECTRIGAL PANEL OR INSTALL A SNUB-PANEL IN AN EASILY 40 AGGE551BLE LOCATION, 1.4 GFM MAGbOR 15. INVERT ELEVATIONS ARE ESTIMATED THE OWTS INSTALLER SHALL CONFIRM ~ N 015INFECTION 24' O ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE DE516N ENGINEER OF ANY < LW 20'0 RISER BY IB' IS' 24" 20 m R15ER BY MA640R +4 � \Q CYLINDER(OPTIONAL) MANHOLE O FLEXIBLE COUPLING DISGREPANGIE� � W Z POLYLOK, POLYLOK,TYP. O Burn SEALANT Ib. THE O1NTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE uw - Q Q • MANHOLE MANHOLE MANHOLE O 5/0.73 10/1.45 15/2.18 20/29 25/363 30/435 35/5A8 PRErf.�AROUND �'Q�� ENGINEER AND 5GDH5. ROW OPENING PRESSU E KPa/PSI PERIMETER PB�ETRAnom 11. ALL MATERIAL,WORKMANSHIP, INSTALLATION PROGEDURE5 AND MAINTENANCE OF LCL Q O X 1, TRAFFIC,SHALL PE PERFORMED BY THE OWTS INSTALLER. N ��� BOARD TYPE ASSEMBLY DETAIL lb. OWT5 INSTALLER 5HALL BE RESPONSIBLE FOR ANY AND ALL MARK OUTS FOR ALL U V O \ GONTAGT MEDIA UNDERGROUND UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED F--•INO __I O Wl SCALE THROUGHOUT THE PROJECT PER PREVALENT CODE. W R1 I WALL PVG WELDED JOINT O aL // Iq. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS LL /( \•1 LOCX KA96Z 1/2"PVG CONDUIT ARE FULFILLED TO THE SATISFACTION OF THE ENGINEER,56DPW,AND 5GDH5. F-'-i L L # O ON r / �� �'� 20. GONTR46TOR SHALL DE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE,COUNTY 1L Z 1 S liEGTRI6AL 4' INLET PIPE AND LO`AL SAFETY CODES. O O N "AT HIRE CONDUIT �R15ER("1 21. O GOND FJGTION _HALL COMMENCE UNTIL A PERMIT TO CONSTRUCT A WASTE { I I RECIRCULATION 0 /2"PVG 1HREAVEIll O a / _ DISPOSAL SYSTEM HAS BEEN ISSUED. w LW tSl O I ® MALE ADAPTER FLEXIBLE / 1 A/// ^N. N 'OUTLET PIPE c O ASSEMBLY / / 22. OWT5 INSTALLER TO COMPACT AREAS DISTURBED TO 45%PROCTOR DENSITY(36 IN. Z - / \ ® \ SEALANT DETAIL 'A' �-IW' BELOW GRADE, 12 IN. LIFTS MAX). O^ O O I I I 23. OWTS Iri�TALLER SHALL SUBMIT ALL INSURANCES TO THE OWNER PRIOR TO / PERM qpy RISER CONNECTION I\ I I\ I I� 1 GOMMEIdGEMENT OF WORK O m p 24 OWTS IN, TALLER WIC- BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL DAMAGE Z Z � NO SCALE � ,/ ""� � ,� OI FLEXIBLE � 1'() � GGUPLIN6 TO ANY 5TRUGTURE OR 6RAOE AS REQUIRED BY AGENCIES HAVING JURISDICTION,AT NO ^^ � < s ADDITIONAL COST TO THE OWNER F-�•1 O Q /4'PVG 506d1PT MALE ,A, ` B, 25. OWT5 II;STALLER SHALL EMPLOY ALL SAFETY MEASURES INGLUOIN6 SHEETING AND ® © AEROBIC MEDIA 9/4"NYLON ' ADAPTER WITH GASKET \ SHORIN;O TO PRG EGT EXISTING STRUCTURES AND PEDESTRIANS AND LOCK �- -� 26. OWT5 INSTALLER 5HALL VISIT THE SITE,REVIEW ALL GON5TRUGTION DOCUMENTS PRIG ,, t �h -m "," - © / \ TO SUB!-fITTING THE BID t (�g L' PXG AERATION ASSEMBLY /4 PVC HOSE BARB '� �' ---� _ ek , x NPT FITfIN6 o 21. OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OM155IONS AND OR + -` -; SEE DETAIL 'A"FOR V E DETAIL B FOR DEFIGIENGIES AS SO('l�l AS THE OWTS INSTALLER BECOMES AWARE OF IT # THROUGH RISER CONNECTION v CNTRL p. THROUGH TANK ` I , J DETAIL B' PAS{_ CONNECTION DETAILS 2b. OWTS INSTALLERSHALL COORDINATE THE WORK WITH ALL AUTHORITIES HAVING f In r �i UIUi �1JRI5DIGTI ON. 3/4'WG SXXINPT w V f r GOUPL 1N6 TANK CONNECTION � 2q. OWTS INSTALLER SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN51ONS PRIOR TO SCALE PROVIDING BID PRCPOSAL.NO ^^- �•----. ...„__ cn 30. OWT5 INSTALLER SHALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK GttLi,gi „% 3/4 PVG O FLEXIBLE GO1IPLIN6 MEETING ASTM 6423 STANDARD BLOWER B`r�,rd COW11I EaUAL TO FERWO WITH STAIN-E56 STEL BANDS PROPO��B7 P.G.PAD, 5ATISFALTORY TO SGDPW,SGDHS,AND THE ENGINEER. NO ALLOWANCE SHALL BE M DE SECTION A-A VIEW SECTION B-B VIEW SEE DOTAL THIS DWs ON BEHALF OF ANY ERROR OR NE6LE6T ON THE PART OF THE CONTRACTOR O 5EAII MEETING A5TM CQgO 5TANDARD5 ELIUAL 31. OWT5 INSTALLER SHALL NOTIFY THE SGDHS 4b HOURS PRIOR TO THE INSPECTION. TO W145EAL GS-101 BUTYL SEALANT of 4 i i NOSANTI-SILATION FABRIC SANITARY ABSORPTION TRENCH SIZING SEPARATION D15TANGE EMMT5 FOR 50' MIN. I.SEED AND LOAM TO PROTECT FROM ER05ION SANITARY LEAGHING 5TRUGTURE5 WOVEN WIRE FENCE (MIN. SYMBOL: 2.GRADE SURROUNDING AREA 50 THAT STORM WATER RUNOFF PROP05ED B BEDROOM DWELLING PROFILE EXISTING 14 1/2 6AU6E W/MAX. 6' MESH 5PACIN6) x x DOES NOT RUN TOWARD OR POOL OVER ABSORPTION FIELD DISTRIBUTION PIPE(SDR 35) W/ SIZIN6 PER: UNOFFICIAL COMPILATION OF GORES RU-E5 AND REGULATION OF THE STATE OF NEW YORK (RE5IDENTIAL): MOUNTABLE BERM (OPTIONAL) 3, PAVEMENT o O n TITLE Io DEPARTMENT OF HEATH.CHAPTER 11.PART"15.STANDARDS FOR INDIVIDUAL ON51TE WATER PERFORATIONS A b AND 4 O'CLOCK 3/ 10' MAX. 36 MIN. LENGTH FENCE PO5T5 ° 0 SUPPLY AND INDIVIDUAL ONSITE WASTEWATER TREATMENT SYSTEMS.APPENDIX l5-A MINIMUM HORIZONTAL SEPARATION DISTANCES: ' N O N o A BUILDING W/CELLAR = 10'-0' G. TO G. ' •b" L•A�'EfZ OF.L'OANf • ' • . ' TABLE I: DAILY DESIGN FLOW = 110 6AL5/DAY/BEDROOM(880 GPD TL FLOW) /\ � DRIVEN MIN. ib' INTO GROUND. � a5 `�' o 1 , PREFORMED METAL CLAMPS TABLE 4B: APPLICATION RATE = 1.20 6AL/DAY/SQ.FT. B.BUILDING ON SLAB = 10-0EXI5TIN6� FILTER z .d N E - A x x h T(FOR SECURING PIPE IN PLACE) TABLE bD: ADJUSTED REQ'D LENGTH OF AB50RPTION TRENCH = 122 LIN FT C.PORCHES,DECKS,HOUSE OVERHANGS, GROUND CLOTH ty b' OF GLEAN SAND x x -% x x AND STANDARDS FOR APPROVAL OF PLANS/CONSTRUCTION FOR 5EWA6E DISPOSAL SYS FOR CANTILEVERS,ETC, =' Q VU- <) S N x x x x SINGLE-FAMILY RESIDENCES,DATED 12-24-2017 D.WATER LINES = 10'-0' x x x 65F-6EOTEXTIIE SAND FILTER TABLE II -ADJUSTED REQUIRED LENGTH OF A 6RAVELLE55 ABSORPTION TRENCH FOR STANDARD E.5URFAGE WATER(WETLANDS) = 100'-0' 50' MIN. _ �f OE516N FLOWS(FT)6RAVELLE55 6EOTEMiLE SAND FILTERS(BASED UPON 6 5.FJFT OF TRENCH) F.PUBLIC,WELL = 200'-0' AN VIEW tY GSF ASTM G33 WASHED CONCRETE 6.PRIVATE WELL = IRO'/150' HEIGHT OF FILTER �7 "` SAND REQUIRED W/LESS THAN 10� H.RET.WALL(WTRPROFF) = 10'-0' z 1 SANITARY ABSORPTION TRENCH CALCULATION: " EXISTING .. ,..,..;... ...:.. .:• - . PASSING A#IRO SIEVE AND LESS J.U/G FUft.TANKS = 10-0 THAN 5%PASSING A#200 51EVE x K.U/6 UTILITICS = 5'-O" GROUND .v 0� W .�, v b BEDROOM 5Y5TEM REQUIRED INSTALLATION: L.ROAD STORM DRAINS OR RECHAIR6E BASINS= 20'-0" y ,t, .t, B.O.TRENCH 485' I I 122 LIN FT OF GSF ABSORPTION TRENCH(31 MODULE-5 MIN.) M.ONSITE STORM DRAINS OR RECHARGE BASINS = 10'-0 �/ PER5P TIV VI .W ��� ,� N.CATCH BASINS,NON-LEAGHING 10-0 I2 MIN. EXISTING i v o INSTALL: 0.SAN.LEACHING POOLS e'-0' PAVEMENT CONSTRUCTION 5PEGIFIGATION5 }y `' vl) 4.O pL ELJEN GSF 6EOTEXTILE SAND FILTER 6Y5TEM(2 STA6E BIO MAT W/4"0 PERFORATED PIPE) P.PROPERTY LINES = 5'-0' I. WOVEN WIRE FENCE TO BE FASTENED (� Q.TOP OF EMBANKMENT OR STEEP SLOPE SECURELY TO FENCE POSTS WITH WIRE TIES 36' MIN. FENCE P05T !Y _ z WOVEN WIRE FENCE (MIN. 14)'2 tx ac INITIAL INSTALLATION: {I5SL5 SLOPE OR GREATER) - 25-0 OR STAPLES.POSTS SHALL BE STEEL EITHER „ ac AGGREGATE OR , . 6AU6E W/MAX. b MESH • PRDHOSED 65F MODULES PER LATERAL R.BLUFF=65'-0' p 'T OR U TYPE OR HARDWOOD. COURSE SAND •• INSTALL IN 25'LON6 TRENCH S.SEPTIC TANK,PUMP STA,GREASE TRAP - 2. FILTER CLOTH TO BE TO BE FASTENED SPACING) W/FILTER CLOTH I (5P OR 5W) ¢ CONSTRUCTION SPECIFICATIONS 04 4-4'W R6Q'D MODUES = Ib LIN FT(1;REQU MODS) OR MANHOLE = 8'-0" � SECURELY TO WOVEN WIRE FENCE WITH TIES N �: I. TONE SIZE-USE 2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24' AT TOP AND MID SECTION. Q x 2-4'1-6 TIL.M MODULES = 2 LIN FT (rL M MODS) T.SWIMMING POOL = O" 2 LEN6TH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WIRE 12 1/2 6AUGE b TYPICAL DETAIL 6-4'L 6 TL.MODULES = 24 un Fr lTL MODS) U.DECK/RAMP = 5'-0" o N o 3. THICKNESS-NOT 1E55 THAN 51X(b) INCHES. MAXIMUM MESH OPENING. F-�� z UNDI5TURBE sQ ° 0 0 o N 24 LIN FT x 8 LATERALS= 142 LIN FT(48 MODULES) 4. WIDTH- TWELVE 02) FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE IN6RE55 OR E6RE55 OGGUR5. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN p c,t �;+ ry O O O FOR SOIL REMEDIATION 1 1 1 1 1 1 GROUND N PROVIDED MODULE LENGTH: 142 LIN FT(48 MODULES) - TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE EACH OTHER THEY SHALL BE O'VER-LAPPED BY � GRADE - S.T 5. 1=1LT1=R GIATN-WILL BE PEALED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. SIX INCHES AND FOLDED. FILTER CLOTH COMPACTED 501L - ELJEN GEOTEXTI LE SAND FILTER (CSF) SHALL BE EITHER FILTER A MIRAFI IOOX, $ ° g C _ x BOTH REQUIRED AND EXPANSION GSF MODULES WILL BE PROVIDED UPON INITIAL ?, /� 6. SURFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-GONSTRllGTION ENTRANCES SHALL BE PIPED TRENCH INSTALLATION I I I I I COMPACT AGPD55 TFE ENTRANCE. IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STABILINKA TI40N,OR APPROVED EQUAL. EMBED FILTER CLOTH � •• I EXPANSION MODULES SHALL BE ISOLATED FROM REQUIRED MODULES BY WAY OF PRDP05BD 4A FILL Z. MAINTENANCE -THE ENTRANCE 5HALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFAI3 A MIN. OF b" IN GROUND. SANITARY PIPING , L4' z ISOLATION VALVES(TYP OF 8) ONTO R)BLIG R16HT5-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRA( ONTO PUBLIC RI6HT5-0F-WAY MUST BE BJVIROFENGE,OR APPROVED EQUIVALENT. • MAINTAIN SEPARATION DISTANCES,DVy6 5P3 , ' ! REMOVED IMMEDIATELY. TOP EL. _?.23 CR 5. MAINTENANCE SHAM BE PERFORMED A5 • ALL LATERALS MUST BE INSTALLED 6 SAME ELEV. 8. WAN I JANHINT6 1155 REQUIRED, SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN • SEE DETAIL ON DWG 5P3 BUL6E5' DEVELOP IN THE SILT FENCE. SECTION VIEW l \\ \\ BOTTOM EL. =6.q } q. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH \/\iB.O. EXCAVATION, 5EE PROFILE,THIS DWG/\/\ GC)MP' T U.S. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE SILT STOPPER OR SUITABLE FILL NATURAL RESOURCES CONSERVATION SERVICE CONSTRUCTION NATURAL RESOURCES CONSERVATION 5ERVIGE GROUND WATER @ -2.32' PER TESTHOLE END PLUG FCOVER y v W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE TO GRADE a TOP EL 5.24' NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL f WATER GON5ERV/':TION COMMITTEE PROPOSED 4'0 POOL BAGKHASH LINE ASTM C33 KA51 ED CMRETE NOTE: /� BOTTOM EL.= 4.46' 2"X4' WOOD FRAME 5ANO REQUIRED W/L.E%THAN 10% TE5TH0LE INDICATES NON-RATEABLE 501E NOTE: ADDITIONAL �> Y x u/ STAKE PA551NI6 A#100 51EVE AND LE55 BETWEEN E LEVATI0N5 LII AND -0B'. GLEAN OUT SHALL BE vy FINISHED GRADE - THM r5%PA551N6 A*200 51EVE •• THEREFORE THIS LEAGHING FIELD SHALL BE PROVIDED IN x / V MIN GONSTRLGTHD WITH, TYPICAL INTERIOR OF BLDG, y' 3/ - J FABRIC-� SEWER PIPE NO HOUSE TRAP COMPACT FILL b MIN 4'0 DISTf:.PIPE(SDR 35) ••• A 4'DEEP MIN RATEABLE 501E(5P OR 5W), EXTERIOR � /' � �-- �- z W 2 R.ONS OF PERFORATIONS BELOW PROPOSED 66F TR5X4-E5 TO 30° ELBOW 5HALL BE PROVIDED c- 8 AND 4 O'GI-OGK BOTTOM OF EXCAVATED BED. PER IRC, 2015,P3201.4 TRENCH DETAIL U POOL BACKWASH cu 3 =1111_ CLEANOUT TO 5ANITARY LINE GROSSING z o 1111=11=II II o - ;;'S,`O: ` IS(aATBD IN USE N.T.S. NOT TO SCALE DROP INLET I L I I o 4 - -ILII-1111=III = 4 U (4)M0175 RMV `�,� � ` r.x/ ��` , _ CROSSING NOTES: 12" MIN MIN ELECTRICAL SERVICE WITH GATE III -111 =III =III °7 !21 MODS EKE' GABLE IN GONDUIT: FRAME '7o ^ ;< 4 m TRANSPORT PIPE(5DR 35) \\ � FLOI�I� � I THE GROSSING OF STORM/POOL BACKWASH AND SANITARY LINES SHOULD BE AVOIDED ,� q - UNLE55 PROVEN ABSOLUTELY NEGE55ARY. IN SUCH GASE5: T.O. CONDUIT /,` / 200 AMP (2 CONDUIT,MIN), �- I NATIVE < T'� NO PERFORATIONS �- m E-LEN 6EOTEXTILE S W INTERNAL TO SAN. SYS. A.SANITARY LINE SHALL BE LAID BELOW STORM/POOL BACKWASH LINE.AT LEAST 320 AMP(5V2 CONDUIT MIN) BURIED FABRIC [� m ? UHIDISTURBED SOIL bO° WYE EIGHTEEN(I8) INCHES SEPARATION SHALL BE MAINTAINED BETWEEN THE TOP OF THE ( -- - ^ � y� v r� FILTER(65F)MO[ FOR GONTINIATION BLDG PIPING PROPOSED 6A5 SERV. 400 AMP R CONDUIT, MIN) x �) - • it may;, , y` , STORM LINE/POOL BAGKWA5H AND THE BOTTOM OF THE SANITARY LINE. �,. :,,,,.. ,,,,,:;•, 3bw x 48L6 x T'DLP 3 `1J ; ,`:�> •. >a 00 SEE SPI AND SANITARY PROFILE, S.JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF GROSSING. ELEV OF BOT. OF LINE WILL BE z f�-( I� THI5 DHS NOTES- 2 WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE STORM/POOL BACKhIASH LINE DETERMINED BY 51ZE OF 5ERVIGE GAP ABOVE THE SANITARY LINE,THE FOLLOWING ADDITIONAL CONDITIONS APPLY: COMMUNICATION (4)MODS REQb I. FOR GLEANOUT(S) LOCATED IN TRAFFIC AREAS,PROVIDE WITH A.A VERTICAL SEPARATION OF AT LEAST EIGHTEEN(I8) INGHE5 SHALL BE PROVIDED UTILITY PROVIDER SUPPLIES (TV TELJ w 0 m TRAFFIC BEARING FRAME AND COVER �� �_ (2,)MODS EXP REQUIRED BEDDING AND PROPOSED RHINO BOX 2.FOR USE WITH BUILDING EXTENSIONS/CANNEGTIONS. BETWEEN THE BOTTOM OF THE SANITARY LINE AND THE TOP OF THE STORM l POOL GATHER EXGE55 W SIDE WALL FILL POLYLOK 24"DISTRIBUTION BOX BACKWASH LINE '\_ AT CORNERS 3 d �� b'MIN 4'-0' ISOLATION VLV 6'D13�ASTM G33 SAND 5�DETAIL,THIS DW6 GG.SANITARY LINE SHALL BE GONSTRUGTED OF MATERIALS ANDSANITARY LINE JOINT-5 SHALL BE AT LEAST TEN FEET FROM TJOINTS THAT AREHE POINT OF 551N6. UTILITY TRENCH DETAIL �� , ( t DD W Q A5TM 633 5AND (TYP OF 8 L•ATI EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION AND SHALL BE TESTED NOT t0 SCALE X Z li PERIMETER TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. N�DIXILES=24'-0'TL L.E 5TH TYP. ELJEN GSF ABSORPTION FIELD 3.THE GROSSING OF STORM/POOL BACKWASH AND UTILITY LINES SHOULD BE AVOIDED UNLESS m O USE BOX GOMPONENT5: PROVEN ABSOLUTELY NECESSARY.IN SUGH GASES. r�1'� O = � TRENCH INSTALLATION DETAIL DOMED COVER P/N 3008-RC A. STORM/POOL BAGKWA5H LINE SHALL BE LAID BELOW UTILITY LINE AT LEA5T E16HTEEN(18) GONSTRUGTION SPEGIFIGATIONS F'�� W 00 25'0'dVERAIl TREN✓'H LENGTH 2'TALL RISER P/N 3008-GR INCHES SEPARATION 5HALL BE MAINTAINED BETWEEN THE TOP OF THE UTILITY LINE AND SIDE GUT OUT TO ACCEPT THE BOTTOM OF THE STORM/POOL BA6KWA5H LINE. � 00 (5EE 5PI FOR DE516N LAYOUT) 3'TALL R15ER PM 3008-RP I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAYBE USED FOR SHORT TERM APPLICATIONS. E--1 O CD POLYLOK SEAL P/N 1b 3001 B. STORM /POOL BACKWASH LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF 2.GUT FABRIC FROM A CONTINUOUS ROLL To ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE N SCALE: NOW 6'TALL RISER P/N 3008 TYP. IO P055IBLE FILLS. GRO551N6 REINFORCED GONG. SLAB,b"WAW"WWM NEXT STAKE. _ 12' TALL RI5E R PM 3008-R12 (USE GHAIR5) 3.STAKE MATERIALS WILL BE STANDARD 2' XV'WOOD JR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. I-` M ELJEN DESIGN NOTES: 4' ROTOFLOW EQUALIZER P/N 3050-4 • 4.SPACE 5TAKE-5 EVENLY ARDLND INLET 3 FEET APART AND DRIVE A MINIMUM I8 INGFE5 DEEP.SPANS GREATER VAN.3 FEET w 22' a MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR EIPPORT. I.THIS DESIGN AND CONSTRUCTION REQUIREMENT GOMPLIE5 WITH APPENDIX 1.ELJEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE NATIVE PLANTING 5PEGIPIGATIONS . x x ° ;x x x x 5.FABRIC,SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFIW3D. IT SHALL BE 5EGURELY FASTENED TO THE LLJ 15-A AND LOCAL HEALTH DEPARTMENT REGULATIONS. PROPER TENSION AND ORIENTATION OF THE FABRIG AROUND THE STAKES AND FRAME. 2. THI5 DESIGN GOMPLIE5 WITH AND MU5T BE INSTALLED IN A(00RDANGE SIDES OF THE PERFORATED PIPE ON TOP OF THE 66F MODULES. b.A 2"x 4'WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIG FOR OVER FLOW STABILITY. WITH THE MOST CURRENT ELJEN N.)'.DESIGN AND INSTALLATION MANUAL. FABRIG SHOULD BE NEITHER TOO LOOSE,NOR TOO TIGHT.INE GOMMON NAME SGIENTIFIG NAME PLANTING 5PEG5 TYPICAL SLAB DETAIL 3.THI5 SYSTEM 15 NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL. CORRECT TENSION OF THE COVER FABRIC 15 SET BY: p I; MAXIMUM DRAINAGE AREA I ACRE 4.THIS SYSTEM 15 NOT DESIGNED F012 BACKWASH FROM A WATER SPREADING THE COVER FABRIG OVER THE TOP OF THE MODULE AT POOL EQUIPMENT URE FILTER FABRIC SOFTENER. AND DOWN BOTH SIDES OF THE MODULE WITH THE COVER FABRIG �l J J I I; PLANT OVER/ADJACENT TO PROPOSED SANITARY SYSTEM IN UPLAND AREAS U.5. DEPARTMENT OF A6RI6UL*, 5.ORGANIC MATERIAL THAT CAN RE'iTRICT FLOW MUST BE REMOVED FOR d G' J P 4 a SCALE: N.T.S. TENTED OVER THE TOP OF THE PERFORATED DI5IRIBUTION PIPE. "sr °f,,y�� (� , I (REQUIRED OVER LEACHING FIELDS FOR PROPER FUNCTION) NATURAL RESOURCES CONSERVATION SERVICE DROP INLET RAISED BEDS.THE 501L MUST BE!3GARIFIED TO PROVIDE DEEP CHANNELS PLACE 5140VFL FULL OF 5PEGIFIED SAND DIRECTLY OVER THE - 4 A d ' 'I c0 ° FOR THE SAND.A PLOWED INTERFACE ON CONTOUR 15 RECOMMENDED TO - k, I'Cyv Ci (��J I ~ AMERICAN BEACH 6RA55 AMMOPHILA BREVILI6U_ATA 2"PLU65;PLANT 8' OL. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ENGINEER: PIPE AREA ALLOWING THE DOVER FABRIC 70 FORM A MOSTLY _ 5 4'Ord D CJ ���J 4 PREPARE THE SOIL FOR FILL PLACEMENT. VERTICAL ORIENTATION ALONG THE SIDES OF THE PIPE.REPEAT v �,� 74 COASTAL PANIC C-RA55 PANIGUM AMARUM IN STAGGERED R W5 NEW YORK STATE 501L t WATER CONSERVATION COMMITTEE PROTECTION 6.56ARIFY ANY SMEARED 5UB501L PRIOR TO FILL PLACEMENT. THIS STEP MOVING DOWN THE PIPE ry T FILL MATERIAL SHALL MEET OR EXCEED STATE OF N.Y.CODE 10.BACKFILL MATERIAL SHALL BE GLEAN WITH NO ROOTS OR STONES "� 5WITGH6RA55 PANICUM VIR6ATUM REQUIREMENT5.ALL FILL MATERIAL SHALL BE GLEAN BANK RUN SAND, LARGER THAN 2"IN ANY DIMEN51ON TO A MIN DEPTH OF 8"OVER ��( T YO FREE OF TOPSOIL,HUMUS,AND "DREDGING"DIRECTLY BENEATH THE GSF THE GSF MODULES AND FINAL COVER FOR VEGETATION OF 4" TO l SYSTEM. b"of GLEAN LOAM. FRONT/510E VIEW NOTE: RE-VEGETATION (NATIVE PLANTINGS)PROPOSED IN LOCATI NS G� 8.ASTM G33 SPECIFIED SAND WITH LE55 THAN 104& PASSING A X100 SIEVE II.ANY SYSTEM WHIGH I5 MORE THAN I8"BELOW FINISH GRADE AS a 0 OTHER THAN OVER THE PROPOSED SANITARY SYSTEM SHALL BE SP CIFIED AND LE55 THAN 5%PA551NG A*200 SIEVE SHALL BE PLACE BELOW AND MEASURED FROM THE TOP OF THE MODULE SHALL BE VENTED. BY PLANTING PLAN BY OTHERS. PROP05ED AROUND THE GSF MODULES,WITH b"MIN UNDERNEATH AND b"MIN �j I��=�(���� 5 SURROUNDING THE CSF MODULES IN TRENGH GONFIGURATION5. IN BED RHINO BOX DETAIL b BEDRM DWLG m I W SYSTEMS,USE 6" MIN UNDERNEATH THE MODULES WITH 12"MIN BETWEEN Para ft.-WIT-S@ IF A R15ER COVER WEI6H5 LE55 THAN bO LB5 A FIN FL. EL. 12.0' Z MODULE ROWS AND 12"MIN AROUND THE PERIMETER OF THE MODULES. POLYLOK 24"015TRIBUTION BOX 5E60NDARY 5AFETY LID OF DEVICE 5HALL BE PROVIDED. �` 0 PART No.3011-24 G,o O 493 MATERIAL-HDPE TAPER PROPOSED Fill PROVIDE GONERS: Rp ESSIONP� SCALE: NOtE 4'0 5DR 35 TRANSPORT PIPE, DOWN TO NATURAL GRADE WHEN REQUIRED TO BESET AT FINISHED GRADE USE: JEFFREYT.BUTLER,P.E. NO PERFORATIONS • THERMOPLASTIC GONERS - LOCKING, WATERTIGHT, PROP. GRADE AT DWLG 2 � PVC, TAPER PROP05ED FILL DB TO GSF LATERALS, (SLOPE 3:1 MAX) INSECT-PROOF, FLAT,SKID PROOF, BE APPROVED EXT. WALL = EL. 88' VENT PIPE DOWN TO NATURAL.6RADE 18.33 LIN FT(WORSE GA5E), FOR 5EWA5E USE 4 HAVE UV PROTECTION CONNECT TO (SLOPE 3:1 MAX) MINIMUM SLOPE =Y8' /LIN FT MAINTAIN GRADE HOUSE 5TAGK 18.35 LG xYb' = 2.29" = 0.11' MIN 5LOPE 5'BEYOND PROPOSED ETU g J } O (8) LATERALS TRENCH LENGTH = f25'-O' PROPOSED GRADE OVER ETU a EL. 8 7I' Z = CO MAINTAIN GRADE I I O DP ( f c '- � � 'I;�' a ( ' aI 41 ! v 5 BEYOND PROPOSED CfiF b MODULES ® 4 LG EA = 24'-0' PER LATERAL (4 REQ D 4 2 EXP) POLYLOK RHINO D.P. I I I III I I I I I I I z I � � �Sl I I I I i l 1 1 l l I i l l l l l W/RISER A5 REQD I I I � I I NATIVE � } I I L I I i I I I NATIVE I I I I O U- PROP05ED GRADE ® EL. T.5 MAX PROP. GRD ® EL l.5 I I I I I NATIVE I I I I I 1 1 1 1 FILL I I ►� = N O PROPOSED GRADE ® EL. 7.0' MIN r ry kr OVER AB50RPTION FIELD Y,L�f, -I'„ > 24 MANHOLE 118 MANHOLE I 1 18 MANHOLE FILL-\ c 1 I 1 1 1 1 l l l l l l l l l l l lI ^ "I' 1 1 1 1 1 I 1 1 1 1 OVER ABSORPTION FIELD FILL I 11 1 � I I I I III I I I I I I � v O I I I I I I I I I I L I I i I I I y 1/I f I\ I v/ @ I 4k�'x 9i y •,ILx n I I I I I I I I I 1 I i I I I I I I I O � NATIVE V I I I / W � v 0 O i 1 i ' I I ilililili ilil I I I I I I I I I I I I I 1 1 1 1 1 1 I � IIIIIIIIIIIIIIIIIIIIII V I I I FILL O I I I NATIVE I I I I I = z l FILL (COARSE SAND) z I I I I I I I [� (V - -I- --"'-- - •_L (V - 1 L I I-= T.O. DISTRIBUTION PIPE 6.21'1 N I I I I I I 1 FILL I 1 1 I I I 1 � I - � � pli ,' I/ . . ( Iii p�1= 1 I 1 1 1 I 1 I 1 1 1 1 1 1 1 I I 1 I I 1 1 1 1 1 1 1 1 I 1 1 1 T.O. ELJEN6SFMODULE@ EL. 5.G4' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O.INVADWLG. Q r i 1 \\ \\\\ \ \\\\\\\\\� \\ \; \` r. \ ELJEN EXP. GSF.MOD(TYP OF ZI i- ELJEN REO'D GSF MOD(TYP OF 4) / \/ \/\B.O.DB = < \�\\\\\ \\ \ \\\O.�NV. ® ETU \\\ \ /\/\\ \ \ \/\r \/\� \/.\ /\ /`\ /.\//,�// - EL. 647 \/\/ /\/\ /\/ \ /\/\ \/\, \. �; y.E. A MODULE\\r\ \\ %\\ \` \\ ,/ /\/ /\/ \/ / I�. ® ETU / / // // / \\ \\ \\ \\ ' /.;/ / / / / / / / // /j,! / / / / / '/ / /\ / /\,:'\�.�X. GRD @ \ I Z v LU _ n Q /\/, , \\�\�\/\�\\��\ B.C. ELJEN GSF MODULE EL. 5.35' /\�= EL. 5.94 /�// /'\//\EL.5 83 / \ \ /\\\/\/ \\/�\\/,= EL, 6.55 \/ \\= EL, 6.15" \\ \\ \\�` / // // /i. - /-\ /\\/ % ` '\i \\/\\/ \% '`o �% :o \\ \ \ \ \\ \`. -\ \\ \\`'�\; j\\\\ \ \\ \\ \ \ \ \ � �.�� �:��® i\/ r r /\/\i \/ \\/\ \,, ;;�\/\DWLG = EL. tb.0 /� Q \ \ \, \\ \\ \ \/\/\�\/\/\/\/\/\/\/\/\�� /\/\/\/\/�/ /\/\ \�/\/8.0. TRENGH ® EL. 4.85 /\ \'� �l \ O.INV. = EL. 6.13 \` \\ \` \ \ \\\ „ \,\\ \\ \\ \\ \ ,r\\ � \ Q:� � � \� /r /i,./ter/�,./ w� \ \ \.\\ \ \� / ///// // //\// ///•//�/ //,< j' \\j\j\\j\\j\\j\\ \\ \\ \\/\\/\\/\\/\\/\\/\ /\\i\\i\\i\\i\\i\ \\,\\,\\.\\�\\�\ > \ \ \ \/ , , , , / /\/\/\/O /\/, 4 5DR 35 XPORT PIPE FROM ETU TO DP/ ' /,, .\\/\ , r�\ �\r\\ \\,\, \ �i - O \\/\ / ////• // �4 SDR 35 015TRIEUTION PIPE /\/j/\/j/�/j/\// ///\ //;//\//�//�\//\//\//' / /�\//\\;/\/ /j. - � � �rrr T� \\4 � SDR 35 XPORT PIPE, Q // � \� : '\//i.\/i'!/\\/j� w � � O /\/\ ,\ \\ \\ \\ \\ \\ \\ \\ \ BOTH REQUIRED AND EXPANSION GSF �\\.���HITM „HO �AT \\ \\ \\ \\ \\ w o\ '�/\\/\/ �/\\/ 2366 LIN. Fr.,MIN.,SLOPE -Ya /L.F. / > ���! /;DWLG TO En) 10.5 LIN. FT. � Q �\ NATIVE \ \ \ \ \ \ \ \//\ MODULES WILL BE PROVIDED UPON /\/ Ys L �\/\/\/\/ /\ w.�j/ / / / / NATIVE _ :� _ \ I - \\j\ \\ \\,�\ \\ \\ \\ \ /\\ \/\ \/\/\/\/\/\/� �/\�8 AND 4 OGLOGK(INSTALL LEVEL)/\//\//\//\/ //\ r� c�' \\/\\/\\/\\ 23.66 LG xYe 2.ab 0.25 MIN SLOPE �jMIN. SLOPE =Y4' /LIN FT ` '!� !'UNDISTURBED/\�'\/ �...� // //.// // // //,, /� \\/\\ \\�\\�\\�\\�\\/\\/\ INITIAL INSTALLATION OF SAN. SYS. r\\/\/\\/\�/\\/\\/\�j\\/\\/\\/\\/\\/\\/ /�-. F \//\/\//\// UND151URBED '// �/ // / INSTALL WITH BUOYANCY ANCHORING /\ „ _ „ = I _ SOIL /%�/\. B- # J O \;�\;\\\�\\\\ \\/\\/\\/\��\\ \ / NATIVE 501E / /< / / / / / / / / / / / / /�,/ / w ,/\/\/\/\ \�\/\/\ SEE DWG 5P2 FOR: \ 105 L6 xY4 2.63 P4 LL N \ \ \/\ \/\/\/\/\/ \�j` ;\� \\/\\ \/\\/\ NOTE: EXPANSION MODULES SHALL BE /\/\/\/\/\/\/\/\/\/\/\/\ / ' \ \ \ \\ SOIL \\ \\ \\ \\ \r - O O /\ \ \ TYPE SP OR SW \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ �, z \//\ j\// // // // /i 'FUJI GLEAN GENIO BUOYANCY GALL.' AND %\0�2 MIN SLOPE Q `"\j /\\j\\/\\/\\'\ 11- /\, x/\/\/ \/\/\ /`. �,/ ISOLATED FROM REQUIRED MODULES BY / /,�/, 1,.�;.�1,1 //////// i / v /• /\� \/\/\/\ 111 \ \ TO BE RETURNED \\�\\ ;y\\ '�7� /'E d \\ LL \ \/\/ \/\ WAY OF ISOLATION VALVES (TYP OF b) /\/BD LEA( BED/EL 2 \//\\//\\//\\ v // Q o� / /� / INSTALLATION DETAIL AND REQUIREMENTS FOR 'FUJI p� /\\/\\�\// /\\//\\/�\//\\/\\\/\\�\Nl\Nxl�1\NB \//N�,\\�,\\�,\�,\\�,\�,\ �,\�,\�,\\�,\\�,\\�\\\\\\\\�\\�\\�\\�/\�/\\/\\/\\/\\/� Q \ \\j\j\\/. \//\\//\\//\ GLEAN ETU GENIO - C.OUNTERAGTIN6 BUOYANCY Z o I \\ \\ \\ \\ �I d- U J O /,\x //\//\ \ \ \ \ \ \ \ \//\ \ \ \ \ \ \ \� o .� ¢�� , �EL. 1.18 T.D. 5M SOIL RIBBON \/\/\/\ /,n I �\,\. \\ \\ � . �, \ \ ,\ \• � � � p �\ ./ /// B.O. TANK� EL. 1.65 O Z L(> r Z z° EXI5TIN6 RIBBONI UNSUITABLE 501 5REMOVED REPLACE UNSUITABLE 501L W/TYPE BL L 5HALL BE AND r/� - ��// 501E 5P OR 5W PER A5TM STANDARDS REPLACED W/SAND GRAVEL ACCEPTABLE TO THEBy law,excavators and contractors bo oughs of New York City and Nassau and Suffolk in the five For safety encouraged to coals as well when planning strongly any Cil 1 ,O`` Q \ \\ \\ \ TO BE REMOVED 5GDHS BELOW THE PROPOSED LEACHING FIELD. THI. f Nr- YOI;K CIV Counties on Lon Island must contact Di Net, type of digging on their roe Homeowners O/ V "� \ ` \ l,Lll)�JJ )111 ll1„ p1b� Not 9 9 99 9 P P PROPOSED SANITARY RISER DIAGRAM �--- WILL ELIMINATE THE BAND OF UNACCEPTABLE 501E ��NG 15�MN 2 1-800-272-4480 or 811,at least 48 hours but no more can contact us directly at 1-800-272-4480 or \ \ \, \ \ \\\ \ \, \ \ \�\/`. �\�\ EL.-0.IS -B.O.'SM SOIL RIBBON /\�\\/\ \! \/\ \/ BETWEEN ELEVATIONS 1.18' AND -0.18'. THE COLLAR than 10 working days(excluding weekends and legal by calling 811,the national call before you dig /\\� \/ /\\/ %'� / /��/� \ i\\/ B.D. EXCAVATION® EL. -O.I B'\\/\r/\/\\'' \\/\/\\ holidays)prior to beginning any mechanized digging or number.For excavation wok completed on INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM \// / / / / // / / // //;r / / / /' / // / // WILL EXTEND DOWN INTO A MIN. 4 STRATA OF www.dignetnycli.comor www.ca11811.com ersonal ro ert i z PAGE. \/\/\\/\• \ \�\/\/ `\ \, /\/\/\, \; \ \., excavation work to ensure underground lines are maked. P P P y, t is the contractor's /,j, / \\/\\/\• /\ , /\ /\\,\\/\\/\\ \\�\`/\\f\ /\\/ \,\\,\'f\\/\\/\\/\\/, ,\ \\, , ,\\�\\,\\ .\\,\\/\\ \, /\\ \,\ (for other s ates) Excavators and contractors can also submit locate responsibility--NOT the homeowner's--to HIGHGROUNDWATER /.`. /\ ACCEPTABLE SAND 4 GRAVEL (5P OR SW BY ASTM Y CONDITION _ _.__._ _ . ___. �/\\ ` \ \ \ \ ` \ \\\ \ `\\ requests online,through ITIC.If you do not currently use contact Di Net.Having utility lines marked T \ /\\', \\r\\,\�.i i\\i`.' ,\\r r\\r\\i\\i.. /, i\ \ \ \,%,. /\ / \ \; \ \ ` 9 9 Y Y 9 9 Y SCALE: NONE 1J' / // //\//\//�//�//r:/\./'`','' ' / / / rior to di m is free of char e. "" i ' / :/ %�/ ��i/\'/ '/ ��/�'' � "/ / 'i '/ '//'�/�•�,�.' /^ ^ ' �" / ��'/ice/�'/��/�'' '/� //� �. //� / �// ��/'. ST ��) 800-272-� 80 811 ITIC,please call l-800-524-7603 for more information. P digging 9 l (�, (�.� L, 11 �� ' \\j\�/\\j�� i` j/\//\// \jj�j\j/\j\\ i\\r:\i\\/`•\/��//\� ' i (f GROUND WATER EL. -232' PER TEST HOLE 5.bE3 V.F. OF RATABLE SOIL PER TESTHOLE (SW A EL. -2.b29 GROUND WATER EL. -2.32_' PER TEST HOLE I ( ` j i HIGHEST EXPECTED GROUND WATER EL. -232' HIGI-E5T EXPEGTED GROUND WATER EL. -2.32' Qi IRREGULAR SHAPED SANITARY LEACHING BED bi' L6 x 28'-45' WIDE (+/-, REFJof 4 �:ot-tlr,;,� ba,FrlT I SEPARATION DISTANCE REQUIREMENTS FOR CULTEC COMPONENT PERAMETERS: CA5T IRON FRAME AND COVER TO GRADE CAMPBELL STORMWATER LEACHING STRUCTURES AND usE: CULTEC CHAMBER MODEL: STORM DRAINAGE RUNOFF FORMULA: USE PREGA5T COMPONENTS - FIwSHM 6RAC)E 1182 G OR APPROVED EQUAL -rrr-r _ PIPING (RESIDENTIAL): -,,, i, ,i_ =1 I I=11 ISI I -1 I I FINAL 6RADE (2) 3 x3 x3 GATGH BASIN W/ FLUSH INLET o REGHAR6ER180H0 STORMWATER CHAMBER C, o S 5 TYP.FROM " HORIZONTAL SEPARATION D15TANGE5 FOR STORM CHAMBER O.A. 51ZE: 1.33'LG x 36"W x .20.5@14 VOLUME = AREA x RAINFALL x COEFFICIENT N o sQ z IO RAINFALL = 2.0 = 0.I6l (NON-LEAGHIN& 5TRUGTURE5) o NOTE' BLDG,UNLESS N MIN -•- b'THIK GONG COVER DRAINAGE LEACHING POOLS: INSTALLED LENGTH: 6.33 LG ALL WATER LINE5 SHALL. BE PROPERTY LINE = 5 MINIMUM USE INGREASED STONE APPLICATION (ALL GA5E5): GOEFFIGIENT OF IMPERVIOUS SURFACE = 1.0 0 0 OTHERWISE DIRECTED. 4"PIPE DIA.MIN. i� ® COEFFICIENT OF ROOF AREA = IA USE PRECAST AND GULTEG COMPONENTS - A ° a 4'-6" BELOW GRADE. i� © ® I BUILDINC75 WITH CELLAR = 10 MINIMUM 5TOR. VOL. 15 BASED ON INSTALLED LENGTH. P Q � u I s ISK MIN.(A5 REQUIRED) I , , , BED LOCATED AT WEST SIDE OF DWELLING• Q w Q ® o ® ® ® BUILDINGS ON SLAB = 5 MINIMUM U5E: TRAFFIC LOAD APPLICATION WERE NOTED): A Q a o 3'MIN. ® M M ®I 3'MIN. (`7) CHAMBERS IN IRREGULAR SHAPED BED Q WATER SERVICE LINE/LATERAL5NAIN5 = 10 MINIMUM LOADING 15 BASED ON MATERIAL COVER OVER CHAMBERS tx ►� WATER SERVICE I GONNEGT TO ROOF DRAINA6E 5Y5TEM - z � ADJUSTABLE CURB BOX © o ® o ,� ® ® UNDERGROUND UTILITIES = 5' MINIMUM HDPE PIPE: ® ® ® ® 1 TRIBUTARY II: (TL AREA: 6,562 5F) .. DETAIL �BINGHAM a TAYLOR FIG. 51ZE: I I WRAP STR�ruREs WITH SANITARY 5EPTIG TANK = 20 MINIMUM TRAFFIC APPLICATION COVER INCLUDES: SEE ARCHITECT FOR CONNECTION LOCATION -� No.46101 BUFFALO TYPE, FEE] ® � I FILTER FABRIC WE 6EOTEX IN5TALL GULTEG CHAMBERS PER REGHAR6ER 180 HD GULTEG ROOF LDR CONN I I� I� ® ® ® I SANITARY LEACHING POOL = 20' MINIMUM TOP TO BOTTOM. IMPERVIOUS RUNOFF CALCULATION: z COMPLETE OR USE: 4"4 MIN 351,BY PROPER) „ 3 „ GHAMuER SYSTEM GROSS SECTION,TH15 DWG N.T.S. PUMP STATION = 20 MINIMUM 2 DEEP MIN, /q STONE BLEND RUNOFF AREAS: • GONNE(.T CATCH BA51N PER CATCH BASIN SUMP CONNECTION = APPROVED EQUAL. MANHOLE = 20 MINIMUM b DEEP MIN,COMPACT BASE COURSE DWELLING 3281 SQ.FT. DETAIL TH15 DWG 10'-0'DIA. }ION�,q�,eB1 E PRIVATE WELLS = 50' MINIMUM 10' DEEP MIN,g5% COMPACT FILL TO BE IN5TALLED OVER GULTEG BED CONF16URATION ENTRY COURTYARD 815 50.FT. VOLUME PROVIDED: 470 CU.FT. CURB STOP MUELLER 501L RETAINING WALLS = 10 MINIMUM RAISED ENTRY PATIO 4 STEPS 340 SQ.FT. H-15204 OF APPROVED 6ND WTR FUEL 5TORA6E TANKS (BELOW GROUND) = 20' MINIMUM PROPOSED I" WATER SI_RVIGE BED CONFIGURATION INCLUDES: MASONRY TERRACE 8 STEPS 2,355 SQ.FT. BED LOCATED AT EAST SIDE OF DWELLING BELOW TRAFFIC AREA: � �' (COPPER PIPE). EQUAL. TOP TO BOTTOM: TL. RUNOFF AREA 6,562 5Q.FT. (II) GHAMF3FR5 IN IRREGULAR 5HAPED BED V tx GOLLAfR MATERIAL b'MIN. HORIZONTAL SEPARATION D15TANGE5 FOR STORM „ • CONP�CGT TO ROOF DRAINAGE 5Y5TEM P AA (PENETRATION) DRAINAGE NON-LEAGHIN6 5TR IGTURES: b STONE ABOVE GROWN, CALCULATION: of SEE ARGHITEGT FOR CONNECTION LOCATION RATEABLE 501L WATER SERVICE LINES/LATERALS/MAIN5 = 5' MINIMUM 18 STONE FOUNDATION 0625F. x ID x O.Ibl = 1095.85 GU.FT. INSTALL CULTEC, GHAMBER5 PER RECHARGER 180 HO CULTEC / UNDERGROUND UTILITIES = 5' MINIMUM b" 5EPARATION BETWEEN CHAMBERS(LONG SIDE), O" SEPARATION BETWEEN CHAMBERS(SHORT SIDE) AND n- VOLUME REQUIRED = 1,046 GU.FT. CHAMBER SYSTEM GROSS SECTION, THIS DW6 CORPORATION STOP MUELLER CONNECT CATCH BASIN PER CATCH BASIN SUMP CONNECTION N ry o o - i UNDERLYING SAND AND GRAVEL. STRATA VERTICAL SEPARATION DISTANCES FOR STORM • 12' STONE PERIMETER SURROUNDING CHAMBERS o o � H-•15000 OR APPROVED EQUAL DETAIL,THIS DWG o N � N a cov � DRAINAGE LINES: (TYPICAL OF ALL BEDS). WITH APAC FULL BODY SUPPORT VOLUME PROVIDED: 648 GU.FT. �' -L / INSERT SERVICE SADDLE/ IOl. I' SERVICE TO WATER SERVICE LINES = 18" MINIMUM ��. b / PROP05ED DWELLING NOTES: 5ANITARY WASTE LINES = IS MINIMUM CHAMBER VOL: tg0.61 GU.FT. (TH15 CASE) TOTAL CHAMBERS PROVIDED = 18 PG5 EXISTING WATER MAIN I.COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. VOLUME /CHAMBER VARIES BASED ON BED LAYOUT TOTAL 5TbR.AGE VOL. PROVIDED = I,11b GU.FT. 2.COLLAR MATERIAL 5HALL BE GLEAN GRAVEL ONLY. STONE VOID CALCULATED AT 40% 3. ALL DRAINA6E STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. TRIBUTARY I: (TL AREA: 639 5F) 4.USE 15" DIA CORRIOWATED HIGH DENSITY POLYETHYLENE MDPE) HEAVY DUTY PIPE FOR POOL STORAGE CALCULATION: INSTALL PER MANUFAGTURE'S REQUIREMENTS INTERCONNECTION OF ON-51TE STORM WATER LEACHING POOLS SEE DETAILS AND GENERAL NOTES, THIS DWG REGHAR6ER 180 HO GULTEG CHAMBER A.HDPE PIPE SPECIFICATION(AASHTO M-294) DEDICATED TO: IN BFI? /TRENCH ARRANGEMENT B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) SWIMMING POOL DRAINAGE STORAGE AREA ,, INSTALLATION REQUIREMENTS FOR WATER SERVICES G.WATER-T16HT JOINT TE5TIN6 SPECIFICATION(A5TM D-3212) 14.0'x45.65' POOL,DEPTH = 5' (IN F EASED STONE AND TRAFFIC APPLICATIONS), TYPICAL,U.O.N (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY,APPENDIX 3) D.6A5KET 5PEGIFIGATION(ASTM F-477) POOL VOLUME = 3,196 GU.FT. (23,"102 GAL) FLU5H INLET PROP05ED GRAVEL PARKING AREA 4 DRVWY SEE DETAIL FOR INSTALLATION INSTALLATION OF SERVICES -SUBDIVISIONS 23,902 GAL x 0.05% = 1,145 GAL. (160 GU.FT.) REQUIREMENTS, THIS DWG TYPICAL STORM MATER (SD) AND POOL (OPEN GovERJ INSTALL PIPING 4 1/2'DP FROM THE HOUSE TO THE EXISTING STUB VAULT TOTAL VOLUME REQUIRED = 1,145 GAL. (160 GU.FTJ TYPICAL (TIE IN AT AUTHORITY'S COPPER TAIU USE (1) 10 DIA x 3.0 H PRECAST LEACHING POOL ° Q BACKWASH (FRCP LEACHNO POOL DETAIL - INSTALLATION OF SERVICES--EX15TING STREET t WATER MAIN I. INSTALL A MIN I'm 5E3�JIGE LINE ON ll-E PROPERTY,4 I/2 FT DP FROM BLDG TO THE PROP.LINE. (FOR HIGH 6ROl1DD WATER �° 7� o TOTAL VOLUME REQUIRED: IbO GU.FT. (1,195 GALJ , \ \ \ , \ \� 2. LEAVE A I'R15E9R ABOVE THE 6ROUND LEVEL AT THE PROPERTY LINE WITH THE END CRIMPED. NOT TO SCALE �\i/\i\i� /\ . /i\i�;,\i ------- /\/\/\i\ y\i•y\/\i i,;i \ \;\% >: >F BRI �/;. / := :>::.: ,: . i\i\/i\r\i�/\r/i\i\ /\//\/i\//\// //\//\/r\!/ .,..... F TON TOTAL VOLUME PROVIDED: 205 GU.FT. 135 GAL \ \ \\\ \ \ \ \�,\\ \\ \ \ \ \ GULTEG.No.410.FILTER FABRIC , 3. 5ERV.LINE MEASUREMENTS FORM MUST BE COMPLETED d SUBMITTED AT TIME 0 INSPECTION. (,5 J /\//\//\////\//\\i\�j\/\�` IN /\//,///\// �j\//\//�/;//' ;•Y/ \,r ,j ij v i// v v v ./ v \ '` .:: . : ?.. .% _:, r "...,:-•`•\,\\j��\\j�\/ !\/\/\/\/\/\/\/ /\! ✓\\i\\i\\/\\/ \\/\\/\\i: \\r \i \i. \/\//` /i\!!\�i\i\ri\!ice {j' �- ,` .••;• r / / MEASUREMENTS NTS ARE T)WEN FROM TWO(2)DEAREST CORNERS OF THE BLDG TO THE END OF YOUR PIPE i\\/\\i DIVERSION /�i/\i\/\r\ r\/\/ \i;/\\i \\i\\i\\i\\i�-v\� \\i-�i v Y\\/`�/\\/\, ✓ .:� ... '!::.;". ; " ✓�� INE. SEW. INE MEASUREMENT FORMS ARE AVAILABLE AT THE NEW SERV.DEPT. / //// �/ // \//\//\// / \/\// �/,\//\�\!-�/\//\!/\/\// \�/�\� AT THE PROP.L L ;�\,\\\\\\ . \\\\\\\\\ \\\\ \ \\ \ \\\ \\\\\\\\,\\ \ \\\ \ \ \ \\ \;::: c•::::::::• :.::::;•:: ::•: :: •::•::: ::•:;\✓\�/\�/`�/\�. TEE (TYP) /i/i/i,///i �i/i,! /i //i/i /i yi;!r,/iii!i\/i\/i ;\/i!i�/i\/i / ::;.... :':.:'::: •::::.:':•:':•:::::.::• :.;.::::::::•:::::: ::: . /\i i\✓\/ 4. THE END OF THE PIPE AT THE PROPERTY LINE SI•IOU_D BE 10 FT AWAY FROM ANY OBSTRUCTION SUCH AS TREES TELEPHONE POLES CATCH BASINS OR DRIVEWAYS AND SHOULD BE AT A LOCATION /\/ /\/,/ ,/\/\/\ / / : \ N ILDING. / I F ENTRY INTO THE EjU I THE POINT O APPROXIMATELY OPPOSITE '••� /. : / / / b SORES PIN FLAT OR SLOPE TO \ \\ 5. A VALVE D�)5T BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. L L WARD•GULTEG I.E. 2.34 :..,. �\/,\� s l\1y/ I 0 F GLE`ARANGE FROM WATER SERV.. MUST MAINTAIN A I OOT b. OTHER UNDER6R01 JND UTILITIES /. ALL ✓� a°a / ET STUBS \ 4 -- XISTIN6 STREET - \ \,\ \ \ INSTALLATION OF SERVICES- E /i/ / / / / /. \ i�, PROP..P IPE••TRENCH•(5EE•DTL••THIS DWG):. .. I. INSTALL PIPE 45 FT OP FROM DR-6 TO THE EXI5TIN6 5TUB VAULT(TIE IN AT AUTHORITYS COPPER /\y\; 31-01 ;\\; TAILJ ° \ y/\//\//\//\ /i\�!r\/i.�i is 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. SPECIFICATIONS �i\\�` ���\\/\\\�\\\\\ / ;`i I':•:)::::`:•::' :; ::: c:'' .•., I•i\\i �T� M I. TYPE..K..SOFT COPPER TUBING,MIN SIZE I' INSIDE DIAMETER. ��\\i\\\.\\,\\,.t;� ,' ;\ \\ \\�'\\//\�//\�//\�// :"'\%;;. is ::`.:::: i::'i: :'•:.::•:;`:.i.:.;;.: i4.:;::i':::;:•. / F-+�1 O fir \K k�3 h\ a I' :.: ......:..., i��i 00 2. CUSTOMER'S VALVE: �\\\\\/\r\\ \\/ PM�iT�:'::'.':•:.'...'::.':•:.':;::;.::.;::•:::}..a.':•::;'::.::::•. :::;�.,\\\ A VALVE MUST BE INST&LED WHERE THE PIPE FIRST E NTE3R5 THE BUILDING. /\\ \//\\//\\GA�GI� BQ JN•{ HAL \// ///��/\/i ',,% .• :•1 't;: : :'::BA: :: � .#1 ..... 1r 3. PLASTIC,PIPE SPECIFICATIONS: A. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SY5TEMS CAN BE INSTALLED77 O FROM THE BUILDING TO W/I 20 FROM THE PROPERTY LINE.THE LAST 20 TO THE PROPERTY LINE � MUST BE 'K'SOFT COPPER TUE51%. TYPICAL CROSS SECTION W B. PIPE SHOULD BE RATED TO WITHSTAND WORKING PRESSURE OF ZOO P.S.I.(W/BUR5TING PRESSURE O ro Xa RATED a LEAST 2X THE WORKING PRESSURE) CATCH BASIN SUMP CONNECTION G. PIPING REQUIRIN6 JOINTS IN WHICH A CHE3�iIGAL SOLVENT 15 UTILIZED 15 NOT ACCEPTABLE. GROUND WATER � EL. -2.32' X Z w (BRASS COUPLINGS ARE REMIRMJ TO CULTEC RETENTION SYSTEM O SERVICE LIDS INSPECTION MC6EEURES PPER 15 REQU FROM INSIDE THE BUILLDIN6 TO THE START OF THE PLASTIC PIPE. TRAFFIC APPLICATION r� m -F 00 aLn 00 I. GALL THE DEW SERVICE DEPT.TO REQUEST AN INSPECTION WHEN YOUR WORK 15 COMPLETED.(ONE � w O0 BUSINESS DAY ADVANCED NOTICE 15 REQUIRED) NOT TO 5GALE O O 2. 50MEONE MI6T BE PREENT ON THE DAY OF INSPECTION 3. IF REINSPECTION 15 NECEL55ARY,A$25:00 FEE H)ST BE PAID PRIOR TO THE REINSPEGTION. = tti 4. LEAVE THE TRENCH OPEN.DON'T BACKFILL THE'TRE NGH UNTIL OUR INSPECTOR HAS APPROVED THE V) M SERV.LINE. SfOFIE BLEhJD``;;':.:•`; ;'`.ii•`;%`.:`::'.:;:'{`{:: `::``!•.::•.::`.:.::•.:'.'. ' 71,q5. IF THE SERV.LINE INSPECTION PASSES,THE E.O.THE PIPE BY THE CURB WILL BE PAINTED BLUE. IF f4' : �a�... �. , ' - .515�', . . . , SERV. INSPECTION FAILS,THE E.O.THE SERV.WILL BE PAINTED RM. " SE- L �" 7 ' BASE G _ - r a , 016 7,W 1i REGFIARGER 150 HO GULTEG GHAMBERLUb. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M. IF YOUR INSPECTION FAILS. - °� - °. f P IC J!' ( I f CIS( &.� J 7. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETG.)SHALL BE BURIED IN WATER SERV.TRENCH. 7//,77,, '< ''//<ri/ 8�0-272-�}�80 811 FOR TRAFFIC APPLICATION ~ \BASE y,\\i/>�ii METER SETS % ! -\%y -14 \-� CHAMBER DIMENSIONS:CHAMBER 5TA L LENGTH W b 33'g Ig x 205 Y� w AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW SERV.DEPT.TO HAVE THE METER SET.WE y �•v.] www w.calI811.co m TRENCH/BED COMPONENTS: F--� MUST HAVE THE HOUSE NUMB�E2 BEFORE THE:METER CAN BE SET. orwww.causll.com TAP LETTERS (for other states) 12" MIN BETWEEN EXT. CHAMBERS AND E.O. BED TAP LETTERS CAN BE REQUa5TED AFTER ALL FEES HAVE BEEN PAID,WATER SERV.HAS BEN E5TABL15HED PAVEMENT SECTION GRAVEL ROADWAY AND THE METER HAS BEEN SET. (MINIMUM THIGKNE55) By law,excavators and contractors working in 12" MIN SEPARATION @ 51DE5 OF CHAMBERS ENGINEE : the five boroughs of New York City and Nassau O SEPARATION BETWEEN EN05 OF GHAMBER5 1/4 STONE BLEND 2" and Suffolk Counties on Long Island must u NOTICE: IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE EXPANSION TANKS SHOULD BE 18 MIN STONE BELOW CHAMBER p NE INSTALLED. SWITCHIN6 SERV. TO HOMEOWNER-- THEBUILDER GAN BRING IN A SIGNED APPLICATION contact DigNet, o more than 10 or 811,at least CARD SIGNED BY THE BUYER,BUT IT MUST BE FILLED OUT COMPLETELY INCLUDING SOCIAL 5EGURITY COMPACTED BASE COUR5E 48 hours but no more than al working days MATERIAL ABOVE CHAMBER(BOTTOM T4 TOP NUMBER,DRIVER LIGEN5E ID NUMBER,CURRENT MAILING ADDRESS,AND GONTAGT PHONE NUMBER. IT 15 (EXISTING BANG RUN OR OTHER b" (excluding weekends and legal holidays)prior 6" MIN - LVA' TO 2" WASHED, CRUSHED STONE GULTEG 410 FILTER FABRIC C'O FL T e �� to beginning any mechanized digging or REGHAR6ER IRO HD GULTEG CHAMBER RECOMMENDED THAT THE BUILDER ESTABLISH THE Ar,60UNT AND GALL FOR A DI5GONNECTION OF SERV., SUITABLE MATERIAL) excavation work to ensure underground lines CHAMBER DIMEN51ONS: 36'w X 7j.33'Ig X 205Yi 10" MIN - g5% COMPACTED FILL 11" - 2" WA5HED, CRUSHED STONE * j �1 ALLOWING THE BUYER ONE WEEK TO ESTABLISH SERV. IN HISMER NAME. are marked.Excavators and contractors can b" MIN - BA5E COURSE - BANK RUN/SUITABLE MATERIAL also submit locate requests online,through CHAMBER INSTALL LENGTH: 6.33 Ig �: TRAFFIC APPLICATION: FINE GRADE SOIL BASE - y p TRE%H/BED SIZE: 2 MIN - WEARING COURSE - STONE BLEND ITIC.If you do not current) use ITIC, lease � MINIMUM 45% COMPACTED FILL Uj call 1-800-524-7603 for more information. " GULTEG 410 FILTER FABRIC, b.0" MIN DEPTH FOR PAVED AREA 12 MIN PERIMETER AROUND BEDS SEE COMPONENT PARAMETERS FOR For safety reasons,homeowners are strongly 6' MIN SEPARATION 0 51DE5 OF CHAMBERS GRAVEL SURFACE @ EL. 15.00' (TYPICAL) G p '5 gy 10.0 MIN DEPTH FOR UNPAVED AREA (THIS CASE) X349 GULTEG CHAMBERS LOCATED BELOW encouraged to call as well when planningan 11j" - 2" WASHED CRUSHED STONE A TRAFFIC AREAS type of digging on their property.Homeowners O SEPARATION @ END5 OF CHAMBERS � (PROP. CHAMBERS LOG'D IN can contact us directly at 1-800-272-4480 or by W' MIN BELOW CHAMBER 85% COMPACTED FILL DRIVEWAY/i'ARKIN6 AREAS) �OFESSIONP calling 811,the national call before you dig g' MIN ABOVE CHAMBER t �' ` �^ JEFFREY T. BUTLER P.E. GRAVEL DRIVEWAY AND number.For excavation work completed on 1 4,12' o o r ^ SEE GRAVEL DRIVEWAY AND personal property,it is the contractor's vo a o Z o dJ PARKING 5EGTION,TH15 DWG PARKING SECTION responsibility--NOT the homeowner's--to FINISHED GRADE® EL. +S.O (TYPICAL) N GULTEG No. 4800 EL. 4.22'�/ , • - z //\ /� Q contact DigNet.Having utility lines marked prior , fV /\ NOT TO 5GALE to digging is free of charge. (PROP. GHAMBER5 Loco IN LNDSGP ARE - WOVEN 6EOTEXTILE // (TO BE PLACED ;;:\\i' •;'.; •; ;: . .:: ; ? .••: •: ; • ..: _� DRY WELL APPLICATION: ,\ \ BETWEEN EL. 2.84'\/!.!i\�/\\;:\\! .: .:..:.•:.:•.:...:.:.:..:.:.:.:.::........ .... •...:.....•:..:..:•.•..:.•.::; !i/ice/t,,t, OPTION 3 - Z = [� /\DRY WELL APPLICATION: - ;\\,\\, .,\ c� I- a- \\\\ \\\� COMPACTED FILL ;, /. ,. /� / ; / - INGREA5ED STONE OPTION, O Ir- PLUS\\ \\ \ / \!�; 12 ADDITIONAL BASE 11 1 OPTION INCREASED STONE OPTION AND GLEAN \ O ���;\\\\\\\ ,�, .•.....:\;�\�\;�\\/\���� � 234 MATERIAL � // //i//%/i/,!i ,r\/ii;///i, . // PLUS 12 ADDIT10NAl BASE GRIISHED STONE) ,.\ \\/ :'i: `i/�\\i 5TOR.VOL. GHAMBER+ 24" NOTES (TYPICAL): �\;\\\\\\\�\\\ / :. r/i.' O L / , :•:: , i MATERIAL ✓\/ - a- I.MATERIALS: CONFORMS TO ASTM '\/;!l\'.\//�•: \/i\///i. /n -' \ \\ _: VARIES PER GONFMRATION O LL \ �,\y\\ \ \\ m STOR.VOL./GHAMBER _ ✓\\/ice .... :::\!!\\'- STONE REa'D/GHAMBER A46 GLA55 306 OR 3513 �� 2 COURSE CONCRETE //\�.,,<!�\�i\�' ,:: /\� r� :•::.'•: ..•.:•' - : BRICK OR DOLLAR ;�// \� i/� / �'`•':::::.;::'•:;;:;:;�y\\\tet, � VARIES PE9Z GODFIGl1RATION `� EL. 1.18' VARIES PER GONFI6URATION 5PEGIFIGATIONS ------ \r\\\\!< :.\//�i,��,,/= \\ \\ O O z I.:.,.::.. N 1-- : � , ��%, /%i :`•:•:.. ..:'�,�\ STONE REQ D/GHAMBER: m \\� .::•::•::• • . x.• .� .•:. :.•.���`� �"\,\-`"\� O �, \ \ LOAD RATING: FOR AA5HT0 d HS _, ,\� � :':':•:;:;;::: \\\.�\. VARIES PER GODFI6URATION ,/ . . . . . .,.:.�•:.`?�QNI=:.:.::.:.::.:.....••.....,� ..:.:.:...:. /, E"'+ � � - __-- EL. 2.38 \.\ .� c--•,T..x. .;::. ;cam. 20 _- �.'...•.. . . . . _ m /, moi'::::::.. .::: ::•:•.:•.• \.. \\/ .:i:;.;::' .: .. i{.::: : ;'; ::::::. \\ 20 44 H16HHAY LOADING PLAN VIEW :r::•: ::.•:.:::::::.;..,. \ \ i/ :....N..•.. ..Bios :;: : :' ::::.::.:F.:. .'.... ,t: /i ri w v O GAMPBEIl FOUNDRY OR STRIZ11RP w1H 9_08 R81�1� i,\�ii\\i.(;:'••:•::.:,'..• °.:. (, / / , I Q 34 OR 3b APPROVED EQUAL y,,,. ':•:.'..::::: :.:. ::.:..:.: �.\\< ir EL. O.0 ......:... . .:...:: :..:...:...:..:.:.:..:..:..:... .:. ..: :..:..:..: i/i/ < W (OR APPROVED EQUAL / kA ::::::::::: :': :::'' ::::. :•:::: :12. ::. ./�/ �\\ PIPE OPENING ( \ t:': ::: :•..•.: "^?^ .�. :.: :•.:::.'..::1 \ v•\;. :':•:..:::::::.:. ::;: ;:::::::` : :.:::::::;:;::::.. . / 7 2.CASTING MUST MATCH PRECAST = REBAR) = i�;:irM y:TYP:;:: ::;:::;:;•;:::::';''; .'^C3.': r'_<::;;:::';:T1'�?::1 i \\ \ ".. ` >`".", "`. N W Z B.O. BED S G ION OPENING p TO SUIT - - I Q m EL. OBb' ; ;' B.O. BED A EL. 088' !��? ��\\/�\i���\\� ,�`;�\ I 610 PLAN E T FOR CONNECTION /// EL. -0.32 / / �.� v W o Q 3.2 INCHES OF CASTING MUST m � � To PROPOSED � � /M�AND,REPL.AGE�UNSUITABLi= , \i�� � O RE5T ON CONCRETE FREGA5T. -- %i `i�/' �, W L.I. PRECAST Model No. 5020-B GULTEG 5D.SYSTEMS EL. o.o' \ / SbiL W/j�P/OR 5W J /// % E-+ ��/� �/ / / / / 5-0 OR FULL WIDTH OF BED E Z VO HEAVY DUTY FRAME AND GRATE SECTION %/; Vii? %/>; �/\ GULTEG No. 4101 FILTER FABRIC O o PARSE INSIDE AND OUTSIDE �/� \\� ;\ TOP(MANDATORY),SIDES AND 30TTOM W C) J O i<i\, . _ TYPE 11 GONGRETE 4000 P51 5'-0" OR FULL WIDTH OF BED # - 4" 3'-O" 4" GULTEG No. 4800 WOVEN GEOTEXTILE LL 1.L O O N 4' 3'-0" 4" NMI 3-8 (FOR SCOUR PROTECTION TO BE PLACED O Q 1 L �0 d- 3'-8' IL GULTEG No. 4101 FILTER FABRIC O w N BENEATH INTERNAL MANIFOLD FEATURE AND N TOP (MANDATORY),SIDES AND BOTTOM 68dERAL NOTES BENEATH ALL INLET/OUTLET PIPETS) Q Z 1) O_ O Rechargerm 180 HD by GULTEG,Inc.of Brookfield,GT. O O �1 - - �NOTES Al Rechar•gerO 180 HD charbers must be Installed in accordance with all 24 NOTES(TYPICAL): 3' x 3' x 3' HIGH Rechar O 1&0 HD CULTEC,Inc,of Brookfield,CT. u> All9� oppliccble local,state and federal regulations. GROUND WATER I.MATERIALS: GONFORM5 TO I I. All Recharger(P 180 HO chambers must be installed in accordance with all Refer to manufacturer,CULTEC,INC's recommended Instal latton g„dei>nes. 0 EL. -232' �j Cn Z z A5TM W GLA55 3013 OR ° o ,�A - - applicable local,state and federal reglllatlons. GROUND WATER I'n '-' STANDARD CATCH BASIN o ® EL. -2.32 p 2O„ 3513 SPEGIFIGATIONS a I' Refer to manufacturer GULTEG W.'s recommended Installation guidelines. O d' LOAD RATING: FOR AA5HTO H520. CAMPBELL FOUNDRY a OR APPROVED EQUAL #4 BARS A t l- PIAN - TYPICAL CROSS SECTION 5EGTION 2.CASTING MT MATCH 1. HELCOWPED H STRENGTH ST A 4000 f'S1 628 DAYS. 3'OILER T L j TOP SLAB I a = TYPICAL CROSS SECTION RECHARGER 180 HD CULTEC CHAMBER SYSTEM PAGE: 2.WELDED WIRE MESH ASTM A185. ' PREGA5T OPENING 3.REBAR A5TM M15 6RADE 60. PLAN 3.2 INCHES OF GA5TIN5 MUST 4.ALL PRECAST CONCRETE STRUCTURES MUST MEET AGI GORE AND RECHARGER 180 HD CULTEC CHAMBER SYSTEM INCREASED STONE APPLICATION REST ON ,ONGRETE PRECAST. I` ) r_- _._._..v._...... SPECIFICATIONS 5.ALL STRUCTURES MJST BE MANUFACTURED AT AN ACI CERTIFIED PLANT INCREASED STONE APPLICATION PROPOSED W/ ADDITIONAL BEDDING L.I. PRECAST Model No. 4001-B A COPY OF CERTIFICATION MUST BE ON FILE WITH THE TOWN. 4 51-0 I T HEAVY DUTY FRAME AND COVER ,_ „ 4° PROPOSED W/ ADDITIONAL BEDDING TRAFFIC APPLICATION NOtJ 5 3 NOT TO SCALE NOT TO 56ALE SP4 E'o�arC of i rt1 y, of 4