The URL can be used to link to this page

Home My WebLink About008-937-10-5604-SAN-2024-052 Department of Safety c°°"ry � o & Professional Services, � �N r � $ Sanitary P rm�t Numbcr(to bc fillcd in by Co. � P� Industry Services Division Cn S`�`'i'I s Sanitary Permit Application s``"`T`�"�a`"°°�°mbe` � In accordance with SPS 383.21(2),Wis.Adm Code,submission of this form to the appropriate governmental unit 1 " "" ��w�O � � is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Addre�s�if different than m�iling addres.) the Department of Safety and Professional Services.Personal information you provide may be used for secondary �3 y��W, W h�S P�r Tr�r I purposcs in accordancc with the Privacy Law,s. 15.04(I)(m),Stats. I.Application Information-Please Print All Information � p � Property Owner's Name Parcel# e, e� � y Property Owner's Mailing Address Property Location � Gov�t+.Lot_�p__ Citv,Statc Zip Codc Phonc Numbcr S� ,,S� Y<, Section �0_ IL Type of Building(c eck all that apply) Lot� T � N R E or�' �I or 2 Family Dwelling-Number ofl3edrooms_ ___�_ � Subdivision Name �_� Block# ❑Public/Commercial-Describe Use _.._, ❑City of _ ❑Statz Owncd-llescribe Use___ - CSM Number ❑Village of _ ��/�O' =�-�-f� E�,Townof�aP �i�er / III.Type of POWTS Permit:(Check either"New"or KReplacemenN'and other applicable on line A. Check one box on line B.Complete line C if a licable. `�' �Ncw Systcm p� �� y: ❑ Rc la�uncnt S 5[cm ❑ Othcr Modification to Existing Sys[cm(explain� ❑ Additional Prctrca[mcnt Unit(cxplain) B' ❑ Holding Tank ❑In-Ground ❑ At-Grade �Mound ❑ Individual Site Design ❑ Other Type(explain) (conventional) C• ❑ Renewal Before ❑ Re�ision ❑ Change of Plumber ist Previous Pcrmit Number and Date Issued ❑ Transfer to New Owner Expiration �� IV.DispersaUTreatment Area and Tank Informallon: Uesign Flow(gpd) Design Soil Application Rate(gpd/st) Dispersal Arca Required(sf) Dispersal Arca Proposed(st� System Elevation Q[y�� l �D H5a ti50 ' � w Capaciry in Total #of Manufaciurcr Tank Infonnatiun Gallons Gallons Units � � U �c, � � New Txnks Existing Tanks � o y; � u 9 � � a U v� �, v� u. C7 a Septic or Holding Tank • O `O „__ �D O� ' p C Do,ingChambcr r_ � .-.�- �Q� �t� V.Responsibility Statement- 1,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans. Plwnbcr's Namc(Prfnt) Plumbcr's Si�iaturc MP/MPRS Numbcr ftusincss Phonc Numbcr r ,cu, u-- 2�y�$ 5 q � Plumber's Address(Street,City,State,Zip Code) � oi� Rd el � � Vl.Cou ty/Department Use Only � ❑Disapproved Permit Fee Date Issued Issuing Agert Signature ❑Owner Given Reason for Denial $ `OD`o� ��I'�y ��C�� Conditions of Approval/Reasons for Disapproval � �, �(��,� ^-�-1 r � � � . �f.��y .__.r.._._ � i �W ii� < �� '"� ... � ��c#. �aa� MAR 2 0 2az4 ; C.� �3-0�� =�� sA�uG� ,:�;�:.:, ,l,-.i� ZONtNG ADBJiiNiST��Ai IOPI Attach[o complete plans for the system and submit to the County only on paper not less than 8 t/2 x I l ioches in size NO REFl1NpS AFTER sB�-639s�R.o3i2z� ISSUE pF pERMIT �-2 �� J:1- •� .��1��.�u.��1i\ � Wisconsin Departmeut of Safety and Professional Services - �;�. Phone:608-266-21 I� Division of Industry Services - �%�� Web:httv:��dsQs.wi.go�_ 4822 Madison Yards Way _ �� - Email:dsp�iowisconsin.�o�_ PO Box 7302 " p � Madison,w1537o7 �,, S Tony Evers,Governor ��'�,;._=_.-�:�" Dan Hereth,Secretary . f,,��, March 13,2024 CUST ID NO.: 224281 Identification Numbers KURT BROWN Plan Review No.:PWTS-032400360-C W 10487 OLD MURRY RD Application No.: DIS-022408405 EXELAND,WI 54835 Site ID No.: SIT-127308 Please refer to all identification numbers in each conespondence with the Department. CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/13/2026 Conditional/y APPROVED MUNTCIPALiTY: DEPT.OF SAFETY AND PROFESSIONAL TOWN OF EDGEWATER SERVICES SAWYER COUNTY DIVISION OF INDUSTRY SERVICES SITE: �-"C�'�`"""_ KENNETH AND DONELLE STAPLES �"'v 15380W WHISPER TRAIL BIRCHWOOD,WI 54817 SEE CORRESPONDENCE GOVT LOT 6, S10,T37N,R9W FOR: Design Wastewater Flow Value:450 Mound Component Manual-Version 2.1 (May 2022-2027) Bedrooms: 3 Limiting Factor(s): 26 inches Maintenance Required: Effluent Filter SiTE REQUIREMENTS • A full size copy of the approved plans, specifications,and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department,which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans,and the"Mound Component Manual for POWTS(Version 2.1),(May 2022-2027)". • The pressure network is to be constructed in accordance with publications"Pressure Distribution Component Manual for POWTS(Version 2.1);(May 2022-2027)"and/orthe sizing methods ofpublication"SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(Ol/81)". • A sanitary pennit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19,Wis. Stats. . Prior to the construction of the dispersal area,check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a '/4-inch wire,the site is too wet to prepare.If it crumbles,site preparation can proceed. If the site is too wet to prepare,do not proceed until it dries. • Inspection of the private sewage system installation is required.Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d),Wis. Stats. • A state-approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • Ail piping shall conform to SPS Table 38430-3 and SPS Table 384.30-5 . Insulate building sewer beyond 30 feet per SPS 382.30(11)(c) . Well setbacks to meet chs.NR 81 l &812 � • Tank Installation to fol(ow all manufacturer's requirements. • Verify property line(s)prior to installation. • Pump Floats to be set and verified per the approved plan. • With new construction;it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Any tall grasses,leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. OWNER RESPONSIBILITIES • The current owner,and each subsequent owner,shall receive a copy of this letter including inshuctions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual far the POWTS described in this approval and Wis.Admin. Code§ SPS 383.54(]�. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s)referenced above. The owner,as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,stats. All pern7its required by the state or the local municipality shall be obtained prior to commencement of construction/instal lati on/operation. [n granting this approval,the Division of Industry Services reserves the right to require changes or additions,should conditions arise making them necessary for code compliance. As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. The Division does not take responsibility for the design or conshuction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below,or at the address on this letterhead. Sincerely, Fee Required:$250.00 Fee Received:$250.00 Balance Due: $0.00 �:-. ' Refund Ex ccted:$0.00 .../,--73'_t- � __ Tiinothy Zoromski Division of Industry Services Phone: Email: timothy.zoromski@wisconsin.gov MOUND AND PRESSURE DISTRiBUTIOPI COMPONENT DESiGN lNDEX AND TITLE PAGE Project Name: Kenneth and Donelie Staples Owner's Name: Kenneth and DoneNe Staples Owner's Address: 29967N Hwy 12 Wauconda, IL 60084 Project Address: 15380W Whisper Trail Birchwood, WI 54817 Lat 2 CSM 20/201 #�846 Legal Descriptian: Govt Lot 6, S10,T37N, R9VV Township: Edgewater County: Sawyer Subdivision Name: NA Lot Number: 2 Bfock Number: Parcel I.D. Number: 008937105604 Plan Transaction No.: Page 1 fndex and titte Conditionally Page 2 Data entry APPROVED Page 3 Mound drawings DEPT.OF SAFETY ANO PROFESSIONAI SERVICES Page 4 Laterai and dose tank DIVISION OF INDUSTRY SERVICES Page 5 System maintenance specifica#ions --� �, Page 6 Management and contingency plan �'�;�� Page; P(ot nian SEE CORRESPONDENCE Page 8 Pump curve Page 9 Soil report Designer: Kurt Brown License Number: 224281 (�ate: 02I24l24 Phone Number: 715 943 2988 f Signature: �-�--� Designed Pursuant to the Mound Camponent Manuai for POWTS Version 2.1 (May 2022-2027),and both SSWMP Pubiication 9.8 Design of Pressure Distribution Nefworks for ST-SAS(01/81)and Pressure Distribution Component Manuai Ver.2.1 (May 2022-2027) Version 7.21 (R. 07/22} Page 1 of 9 .� Mound and Pressure Dis#ribution Component Design Site Information R Residentia!or Commerciai Design Note: Sand fi11(D)calculations assume a� 300.00 Estimated Wastewater Flow(gpd) Tabie 383-44-3 in-situ sofi treatment for fecal coliform of<=36 inches. 1.50 Peaking Factor(e.g. 1.5= 150%) 450.00 Qesign Ffow{gpd) 4A0 Si#e Siope(%) 98.70 Contour Line Elevation (ft) 24.QU Depth to Limiting Factor(in) 0.60 In-situ Soil Appiication Rate(gpd/ftz) Distribution Cell information 45.00 Dispersai Cel! Length Aiong Contour{�#j = 10.00 Ceil Width (ft? 1.00 Dispersal Cei! Design Loadmg Rate(gpd/ft�) 1 Inffuent Wastewater Quality(1 ar 2) Are the laterals the highest point in the distribution Y Pressure Disribution )nformation network? E Center or End Manifold 3.33 Latera!Spacing (ft) If N above, enter the elevation(ft) 3 Number of Laterais of the highest point. 0.156 Orifice Diameter{in) 2.50 Orifice Spacing (ft}= 8.33 ft`/orifice Z.00 Forcemain Qiameter(in) 25.00 Forcemain Length (ft) Daes the forcemain drain back? Y 92,00 Pump Tank Elevation(ft) 4.55 System Head(ft)x 1.3 4.08 Forcemain Drainhack (gai) 7.20 Vertical Lift(ft} 41.59 5x Void Vo�ume(gai) 0.46 �rictiQn Loss(ft) 45.67 Minimum Dose Volume(gai) O.OU 4n-line Fifter Loss{ft) 29.08 System Demand(gpm) 12.21 Total Dynamic Head (n) Lateral Diameter Selection Manifofd Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x x 1.00 1.54 x 125 x x 2.00 1.50 x 3.00 2.00 x 3.00 x Ga{{oasllnch Calculator Treatment Tank{nformation Total Tank Capacity(ga!) 10Q0.00 Septic Tank Capacity{ga!) Total Working Liquid Depth (in) Skaw Manufact�rer �� gall+n(enter resuit in celi B49} Dose Tank Information Effiuent Filter tnfocmation 642.00 Dose Tank Capacity{gal) Lifetime Filte�Manufacturer 16.47 Dose Tank�Jolume(gallin) One eighth Filter Model Number Skaw Manu{acturer Project: Kenneth and Donel(e Staples Page 2 of 9 Mound Pian and Cross �ection Views T v�� Obseroaticn Pipe _� � O � A W C � — B � I � � � L Mound Component Dirrsensions A 10.00 ft E 16.80 in H 1.�0 ft K 8.91 ft B 45.00 ft F 9.25 in r 9.11 ft L 62.83 ft D 12.00 in G 0.50 ft J 6.08 ft W 25.19 ft 45Q00 (ft�)Dispersai Celi Area 859.?3 (ftz) Basal Area Available 90_40 (gpd/fit) Linear Loading Rate 4.50 (ft) 1f10 B Obs. Pipe Placement Mound Crass Section View Aggregate Dispersal Area Finished Grade 101.47 {ft) --� 1 ❑ G ♦ H 1 �� 100.20 (ft} Lateraf � Dispersai Celi 99.70 (ft)—♦ — . Invert Dispersal Cell ' �3] � Elevation F d fl _ � ! ❑ o � 4 � 98.70 (ft)Contour Elevation 4.0 %Site Slope Geotextile Fabric Cover Shading Key � Q. -� DispersaE Celi See lateral detaiis on 10 0 Topsoil Cap o = 1.5 ft � Page 4 for number,size, 20 � Subsoil Cap � o � � and spacing o f latera ts. � ASTM C33 Sand `� `� � � Laterals are equatiy �° � Typical Laterai F spaced from the � Tilled Layer c� ��ft �-, distribution ce11's Q 0 Aggregate � o � � � centerline in the �---. �, —� distribution cetl{AuB). Project Kenneth a�d Donelle Staples Page 3 of 9 � End Cor�nection Lateral Layout Diagrarat , . . _.. - : .-_ o ,:. . ...,.,.. ---.,,::�., . . -- . f� _ - -- _._ ; _ _ �-2 -- - -- -- -- -- --- -------- -- ---- _ ____ . ---- �� ,..,;� ,. ,f x ' . ' . _ -. -__._ __ i� _ .,.. ,. . .,�� . . >., _.�. ,�, s i� __. _�� _ --— --- �_ __---i- r---- ____. _._... �__._.._ _. ..__---....--- �--- �- ---- .. ._ . .j_.• � � ..n _� t ,_,_ .-�.r. : F..x� F�. _. _.F �....- . -_ _ .._,_. _ �tT ...._..._ , . . . ... _�.. . ._ ___.__ ____ . ... _ __ . '_—___ _.__._ . . _.. . .____ —__. . ._ ...._... ... _.__.A -.__ . . . __.__ Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diame#er 1.25 in Orffice Spacing (X} 2.56 ft Latera(Lengtt� {P) �3.52 ft C)rifices per Lateral 18 �atera!Spacing(S) 3.33 ft Orifsce Density 8.33 ft2lorifice Latera{ Flow Rate 9.69 gpm Manifold Length 6.67 fit System �lovr ftate 29.48 gpm Mani#old t7iameter 125 in Total Dynamic Head 1221 ft Forcemain Velocity 2.97 ft/sec Dose Tank Intarmation Locking cover with warning Iabel and locking device and i � sealed watertight i� E4ectricai as per NEC 300 and -► SPS 316.300 WAC �4 in.min. Discarnect �_ � Tank component is properly vented � Afternate outlet { location _ 4 3 � � �orcemain diameYer Skaw Manufacturer 2 in. Capaeiiy 642.Q0 Gailons —� Volume 16.47 gai/inch A Weep hofe or anti- Dimension inches Galions g � siphar,device A 21.21 3�9.2$ B ��Q C Pump off etevation(ft) � c � �r�, a � � �� 93.ao � D 1".�� -�. ,�t D � Total su,�. 642.Q0 j Dose tank elevation(ft) 3" Beddng un er tank. � 92.00 Alarm Manuafacturer SJ Electro Systems Alarm Mocie( Number 101 Pump Manufacfurer Zoeiler Pump Modei Number 98 Pump Must Deliver 29.0$ gpm at 1221 ft TDH Pr�ject: Kenneth and Doneile Staples Pa�e 4 of 9 ---- —� Maund System Main#enance and OpeFation Speci#ications Service Provider's Name Golat Pumping Phone ?15 491 1124 POWTS Regulator's Name Sawyer County Zoning Phone 715 634 8288 Svs#em Ftow and �.oad Pararneters �3esign Flow-Peak 450 gpd Ma�cimum Influe�t Particle Size 118 in Estimated Fiow-Average 30C gpd Maximum BOQ5 220 mglL Septic Tank Capacity 100Q gai Maximum TSS 150 mg/L Soii Absorption Component Size 45C� ft2 Maximum FOG 30 mg/L Type of Was#ewater pomestic Maximum Fecai Coliform >10E4 cfu1100 mf_ Service Frequency Septic and Pum�Tank Inspect andlor service once every 3 years Effluent Filter Should inspec#and clean a#least once every 3 ears P�mp and Controls T�st once every 3 years A3arm Shoutd test monthl Pressure System Laterals shou4d be flushed and pressure tested every 1.5 ears Mound inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are siotted and materials conform ta Table SPS 384.30-'1, have a watertight cap, and are secured in as shown in the mound component manuai. 2. Dispersa!cell aggregate conforms to SPS 384.3(l�6){i), Wis.A�m. Code. 3. A!I gravity and pressure piping materiais confo�rn to the requirements fn SPS 384, Wis.Adm. Code. 4. Tiliage of ths basal area 'rs accomplished with a mold baard or chise! plow. 5. The mound structure and other disturbed areas wi!I be seeded and mulched to prevent soil erosion and heip rsduce frost penetration. � Lateral Tum-up Detail Finished ��s��• •s��• Grade � 6-8" Qiameter Lawn -� Threaded Cleanout Sprinkle�Valve Box Plug or 8ai1 Valve Distribution `�''y. L�ng Sweep 90 or Two 45 De ree Bends Same Diame�er as Laterai Project: Kenneth a�d donelle Staples Page 5 af 9 � Mound System Management Pfan ` Pursuant to SPS 383.54,Wis.Adm.Code General This system shall be operated in accordance with SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with its'component manuais(SBD-10691-P{N.0110'1,R. 11l12),SSWMP Pubiication 9.6(Oit81),and Pressure Distribution Component Manua!Ver.2.Q SBD- 10706-P(N.01/01,R. 10/12)j and locai or state rules pertaining to system maintenance and maintenance reporting. No one shouid ever enter a septic or pump tank since dangerous gases may be preser,t that could cause death. ` Septic and pump tank abandonmenf shail be in accordance evith SPS 383.33,Wis.Adm.Code when the tanks are no longer used as POWTS components. Septic or pump tank manhofe risers,access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shaii be sea}ed watertight upon the comptetion of service. Any opening deemed unsound,defeciive,or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective Iacking device to prevent accidental or unauthorized entry into a tank or component S�tic Tank The septic tank shail be maintained by an individual certified to service septic tanks under s.281.48.Stats. The contents of the septic tank shall be disposed of in accordance with NR 113,Wis.Adm.Code. The operating condition of the septic tank and outlet filter sha!i be assessed at feast onc2 every 3 years by inspection. T?ie outlet filter shaH be cfeaned as necessary to ensure proper operation. The filter cartndge should not be*emoved unless provisions ar2 made to retain solids in the tank thai may siough off Yhe fifter when removed from its enGosure. If fhe fit±er is equipped wiYh an alarm.the filter shali be serviced if the alarm is activated cantinuously. Intermittent fiiter alarms may indicate surge flows or an impending contlnuous alarm. The sep;ic tank shaii have its contents removed when the volume of sludge and scum in the tank exczeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a trienniaS assessment,maintenance personnel shall advise the owner of when the next serviCe needs ta be performed to maintain iess ihan maximum scum and sludge accumulation in Yhe tank. The addition of biological or chemical additives to enhance septic tank performance is generatiy not required. However,if such producYs are used they shail be approved for septic Yank use by Yhe DepaRment of Commerce. Pump Tank The pump{dosing)tank shali be inspected at feast once every 3 years. Ail switches,a(arms,and pumps shali be tested to verify proper operetion. if an effluer.t filter is installed within Yhe tank it shali be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around Yhe mound's perimeter,and the movnd shall be seeded and mulched as necessary to prevent erosion artd to prcvide some protection from fros,penetratior- Traffic{other ihan for vegetative maintenancel on the mound+s not rewmmended since soii compaction may hinder ae�atton of the inftitrative surface within the mound and snow compaction in the winter wii(promote frost penetration. Cold weather instaliations(Odober-February)dictate that the mound be heavily mulched as protection from freezing. influent quality into the mound system may not exceed 220 mglL BODS,150 mg/L TSS,and 30 mg/L FOG for septic tank effiuent or 30 mg/L SODS,30 mglL TSS,1 Q mg/L FOG,and 9Q°cfu/100 mL for highly treated effluent. tnfluent flow may not exceed maximum design flow specified in the permit for this instaifation. The pressure distribution system is provided with a flushing poini at the end of each lateral,and it is recammended that each lateral be fiushad of accumulated solids at feast once every 18 manths. When a pressure test is performed it shoufd be compared to the inftiai test when the system evas installed to determine if oafice clagging has occurred and if orifice cieaning is required to maEntain equal distribution within the dispersai ceil. Observation pipes�vithin the dispersai cell shal(be checSced for efflue�t ponding. Ponding levels shail be reported to the owner.and any Ieveis above 6 inches considered as an impending hydraulic failure reGuiring adddionai,more frequent monitoring. Continqency Pian If the septic tank or any of its components becc,me defective the tank or component shaif be repaired or replaced to keep the system in proper operating condition. If the dosing tank,pump,p�mp conirols,alartn or related wiring becomes defective the d2fective component(s)shall be immediately repaired or replaced wiih a component of the same or eaual perFormance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface,li wiil be repaired or repiaced in its'present location by increasing basal area if toe leakage occurs or by removing biolagicaily Gogged absorption and dispersal media,and related piping.and replacirtg said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this pian for the name and tefephone number oP your loca!POWTS regulator and service provider. Pretreattnent Units The informat'ron and schedu3e of mananagement and maintersance for pretreatmen#devices such as aerobic treatrnent units or disintection units are attached as separate documents and are considered part of the overall management plar for this system. Project: Kenneth and Donelle Staples Page 6 of 9 - -� � � KNUTESONLAKE ! -25'BELOw MOUND AREA PROJECT: N SCALE:1"=60' KENNETH AND DONELLE STAPLES 29967N HWY 12 WAUCONDA, (L 60084 SITE ADDRESS: 15380W WHiSPER TRAIL BIRCHWOOD,Wi 54817 DES�GN FLOW=450 GPD NO WELL ON SITE ,.q,�7. - 8-2 ' SIGNED: � B-3 ;�`�� -q&7' MPRS #22d281 , �� ❑ B'� / PRQPOSED —��,�� HOUSE ��qo� �- � ��B� The planned mound area and 15 ft. i__ downslope basai area must be BM � protected from compaction and 2"FORCE MAIN disturbance during the construction PROPERTY (RISER EXIT} process. Suggest Fencing off the area. UNES All DSPS setbacks must be maintained 1.600 GAL. Property line must be accurately COMB.TANK marked and locat2d for the mound instailation. ELEVATlONS , BM=100.0',NA{L IN 4-TFZUNKED � MRPlE TREE. B-1 =98.6' 8-2=97.8' B-3=97.7' B-4=100.1' UPSLOPE CONTOUR OF MOUND BED=98.7' SURFACE AT StT=98.5' PUMP pEPTht=98.5'-3.5'(BUILDING SE'JVER DEPTHj-3'(PUMP DEPTH tN TANK)=92.0' WHISPER TRAIL " Page, 7 e TOTAL DYNAMIC HEAD W FLOV1� PE� 9V�I�UTE � � PUMP PERFORMANCE GURVE MODE�98 � MODEL ' 98 2$ ` Feet Meters Gal. Liters o ! 5 1.5 72 273 U 6 2� i ; 10 3.0 61 231 Z '� I � } ,� i 15 4.fi 4� 170 Q �� o � � 20 7.1 25 95 2 Shut-off Head: 23 ft.(7.Om) � � 0 �0 2o ao aa so sn ?o so GALLGNS LITERS G 80 t6G 2A0 �LOW PER MINUTE €uiodel MODfI COMPARiSON Seal Mode Vaks Ph Rmps NP Hz Lbs Kg Simpfex Dupiex M98 Singie Airto 115 1 9.4 ?r2 66 36 16 7 4 N98 Single Non 1t5 7 9.4 1,'2 &0 3G 76 2 or 3 4 D98 Single Aute 230 1 4.7 V2 BD 36 ?6 1 4 E9S Single Non 230 1 4.7 1?2 6D 35 l6 ?.or 3 4 $N9E Single Auto 115 t 9.4 1:"[ "00 37 1; * -- BE98 Single Auto 230 1 9.4 7i2 60 40 78 ' -- *8N and 8E models include a 20'(o"m)piggyback variabie level pump switch. Additional eord lengths are avalrble in ZE'(3 m!and 35 i 11 m;.50'i 15 mj cords are available for 230 V units onEy. �E�ECTtON GUIDE 1. Integral float-operated mechanical switcfi,no external canYrol required. 2. For automatic,use single piggyback variable leve(float switch or double piggyback variabie level float switch.Refer to FM0477. 3_ See FM1228 for correci mode(of simplex contro!panel. 4. See FM0712 for correct modei of dupiex control panei or FM1663 for a residentiai alternator systerc�, �OPTIONAL PUMP STAND P!N 70-2421 � ` � • fteduces pocential clogging by debris � � • Replaces rocks or bricks under the pump \ • Made ot durabie,noncorrosive ABS � � • Raises pump 2"i5 cm}off bottom of basin \ • Provides the�bility tn raise intakc by adding secfions of Piz'�r 2" � lDN40 or DN50}PVC piping , \ • Attaches secureh;to pump � �� • Accommoda?es sump,dewatering and efffuert appiications NOTE:Make,t;re floa[is free from obstruction. � � �� A CAUTlON �'insiallati;n of coMrols,prntecUco derces and wirina sbou�d be done by a qual!!ied!icensed<tioculcian !+'�e!ec:ri<:a!and s2fety cndes sLaidd he � tollaued inci:.�ding the mest receni Natfenal Elec;rica(Code SNEC!and the Occopationa'Sa`.e!y and��ea!th Ac!GS:-i:..`. � '�%Copyright 2023 Zoeller Co.AiI rights reserved. 502-778-273Z ! 800-92&7&67 j 3649 Cane Run Road � L�uisv;ite,KY 4G211-790� ; zce1�F;pump.com '�ac�c g