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Home My WebLink About018-837-15-3401-SAN-2024-061 . k� " �' r =:�1`=—"-`��>-- Industry Services Division Ca��Y � i ti = 4822 Madi�on 1 ards Way SQ(�/ (� � i ��s ' Madlson,W'I�3705 Sanitary Pcrmit Numbcr(to bc filicd in b� Cn l �c p= : P.O.I3ox 7162 � � �`—�e'> Madison,WI 53707-7162 (;; C � � S� —� 1"'�,:;:.;�.% � _-_ - _- - __ a Sanitary Pemlit Application � S""CT�°'�`o°"�":�" --- �- ln accordance tvith SPS 38321(2),�Vis_Adm Code,submission ofthis form to the appropriate govemmental unii " ' `� `��'"-1 � — is required prior to obeafning a sanitary permit.Note:Application forms for state-owneci POVVTS are submitted to Project Adcress(il;li(i.rcn�tl�an n;:i;l;r.�add css) che Departmcnt of Safety ai�d Prof�ssional Services.Pecsonal info�ation you pro�•ide may Ue used for secondary purposes in accordancc�vit}�the Privacy Law,s 15.04(1}(m),Stats _ ��- I.Applica6on Infi�rrnation—Plcas�PnnfrYll-�nfocuFahon, , . :. . - — — —. _ _ —_ . ----_ Propem Owncr':Natne Parcel# R r'eh a�c��(_La��f fa Sr�►m cIc k G/�I �37�5 3 yo�-_— -_- Property O��ner's ti4afling Address Propertv Location 1l w cou.vi_�_ Nw�___ � c��.Lot_-_ Citv,Statc "Lip Code � F'h�:::��Nu�nber - .vd �..i� 8 ��'_-�w- �,._ ��„„ .�,�__ ._.__ ll.Type of Building(�licck a11 thntaPA�3') ; �."` ` T —� R�._-- r or v --- � Subdivision Namc �1 or? Family D�ecllin�-!�'umberoil3edrooms - - Block= — �'ublic!Comrne�cial-DescribeL'sc —' ❑City of - -- ------- ❑State Owned-Descnbe Use____ CSti�t Numbcr illage of______ �- �To��n of ` _m�f�or -- -- — - III.T��e of P(��VTS Permit(Check either `New or.•`..`ReplacemenP'�nd otfier applicabte on line A Check"nne l�ot on fine IR,.Coinplete linc( if � �❑�1� licahle.) : : , • ,, 1 Ne�c System � Repiacement System �ther�l�fodification io E�isting System(explatn) �Addirional P,etrcaiment Unit(e�:p!ainl :� I; Nofding"!ank ❑In-Ground �[-Grde Mound Individual Sitc llesi�m Otl�er"C}7�e(explainl —�❑ � � � (convenponal) � . List Prcvious Pem�it Aumber nud!)aie Issued �❑Rct:e�eal Be(ore �Revis�on ❑Change ofPlumher �I'ra�uferto New Ocvner � Ex.piration .�O i1J/'O /O'�' ' d�0 1 V.Dispersalfl'rcaYment Area and Tarik Intormahon::- - - - k � ;a�„ - Design Flnw(�Pdl � Design Soi!�pplication Rate(gpcUsfl Dispersal r�rea Rz.�uired(s� .-Dispetsal Area Proposed(s� tiv;tem]:le�;+tion- --- 3ao � /_0 300 � 300 ��/_o�i� `_ � ; Capacity in ; Total -of Manufacturer �- ' � ��— l;ink tn�vm?aroc � Galions i Gallon� ! 1'n;ts I =J ' � � � \c�c"fark5 Exisiin�T2nlcs I ' � � � `� � I — . �o ` � v ' � � o I � C i � ' � 7 i r .-. '.J � :/: �: :/: i :1. l� I �� ' � " j � � — _-_�___—__'___�'__ 9 i Scpue ur i-tolding"t�ank I /� � � � l L✓ �� Dosing Chambcr ---- ��O / v � / Q I�!� � . . . :.; ._ , _� . . . _.: _ .:. ..., :,. . . .. . . ...,-. ... V.Itesponsibilih'Statement-],the undcrsigned,assume responsiGility Tor ins4dlahon_ofthe pOl�'�7'S shuwn on theattdched pl:in3_ ' Plumbe*'ti��iamc(Print) i Plumber's Signature •1 `dPI2S Number I 13usiness['hon�Number _ ULe U��'�e.�da_— � �� — d� -_�!��i,3�.3�'�_ Pl��c,�i��r's Addrcc;(S:�cct.C,ty.jtatc,Zip Codc) l�1�y�v T t1w1` yv ��e/ w . S \'I.Co n yiDepartment Use Only � q � Pennit Fee Datc Issued Issuino Agent Signature �r\�>>:�t+;T�! C Disa�prove�l �{Oo,� ! � � � tJ � � � �� {�,,,�-- �� i Ci nwncr Ciiven Rcasoe 1or Dcnial � � i `'i � l. 2-1 �C-�it.t�-t Conditions of:'�pproval%Reasons for Disapproval [� ��j'�� N �7� r � �I � �--J �,�{ n U � � �-?��1 � � ; ��.� ._ , _, � �� - � . �whk# �3 s 3 APR 0 5 20Z4 �_ �s�— �C`�-- ..,.�_F. 1o3�i .____ i �03 _�,__ .... ?�:c,'sryt�� r + �� . ..__ � L{)ivi:��d�11�1'4;71 hti.�!��1�� :1tc�ch to compietP pfans for the s_ystem and snhmi[So the Lounty only ou papei not hss tiun 8 V2 x 11�inc5cs in size san-63��s cR.03��i:� NO R`FUND6 AFTER `�t� 5 � �SSUE OF PfRMIT . \i;�•_\HI\!%5� Wisconsin Department uf Safety and Professional Services \\ Phone:60R-266-2112 . Division oflndustry Services \.:1 Vr'eb:Lttp `�t,t�,.��_i,-�or :;. 4822 Madison Yard.e Way - _'� Email��?.;�.� �i,cnn.in �� , �a p j:, - ►�o�oX�3oa � � , _ �- Ton Evers,Covernor Madison,WI 53707 '!J� ' y '�;,, �--.��` Dan Hereth,Secretary .�s�u,,.+ Apri12,2024 CUST ID NO.:220498 Identification Numbers BRUCE VITCENDA Plan Review No.: PWTS-042400562-C 1474N N STATE ROAD 40 Application No.: DIS-032413205 EXELAND,WI 54835 Site ID No.: SIT-128467 Please refer to all idenrificarion numbers in each conespondence with the Department. CONDITIONAL APPROVAL PLAN APPRO�'AL EXPIRES:Q4/02/2026 Conditionally APPROVED MUNICIPALITY: DEPT.OF SAFETY AND PROFESSIONAL TOWN OF WEIR(iOR SERVICES SAWYER COUNTY DIVISION OF INDUSTRY SERVICES SITE: /• u�� RICHARD&LARETTA SCHMUCK /H"'� � 13116W COUNTY HWY C �� EXELAND,WI.,WI 54835 SEE CORRESPONDENCE SE-SW 5.15-T.37N-R.RW FOR: Design Wastewater Flow Value: 300 Mound Component Manual-Version 21 (May 2022-2027) Bedrooms:2 Limiting Factor(s):22 inches Maintenance Required: Lffluent Filter SITE REQUIREMEVTS • 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 condidons shall be met during construction or installation and prior to occupanc}�or use: • This system is to be consriucted and located in accordance with the approved plans,and the"Mound Component Manuai for POW�S(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/or the sizing methocis of publication "SSWMP Publication 9.6 Design of Pressure Distnbution Networks for ST-SAS(Ol/R 1)". • A sanitary permit 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%-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. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30(11)(c) • Well setbacks to meet chs. NR 811&812 • Tank Instaltation to follow all manufacturer's requirements. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan. • 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. • Ensure the existing holding tank which is planned to be used as a septic tank is watertight,structurally sound and baffles are in place.Any changes made to the tank must be approved by the manufacturer. The Sawyer County Zoning Dept. may require a tank evaluation be completed prior to issuance of the sanitary permit. OWNER RESPONSIBILITIES • T'he current owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropnate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis.Admin.Code� SPS 3R3.54(1). • 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 permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/operarion. In 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 construction of the reviewed items. lnquiries conceming this correspondence may be made to me at the contact information listed below�,or at tbe address on this letterhead. Sincerely, Fec Required: $250.00 t�ee Recei�-ed:$250.00 Balance Due: $0.00 ��`' , ; Refund Ex ected: $0.00 �,t--'{,a�-..�� Timothy Zoromski Division oC Industry Sccvices Phone: EmaiL• timothy.zoromski�a�,wisconsin.gov � ,pcR�nTa�EpT �epartmentof5afetyandProfe55iona15ervi[es 3�� ' � DiV1510�O�I�(1U52(y$ENk¢5 .V'�''�t;ri-: - m�mt��e r.oa��c a�ew [�'�a`�'"' ' 4822 Madison Yards Wa �� :.�.�"S`,(.� '� Y (�. �y:�Pf��.si y • P.O.Boz 7162 x��.;,.; .�� Madison,Wiswnsin53707-7162 \?��,�Jy�` Vhone 608-]662]7 Z Web Attp1[dzPS�v��:. Email tlsps@wisconsin.gov GwemarTonyEvers DanHeretl�,5ecretaryDesignee T7Y:ContactThrovghRelay May 31,2022 oept.of Safety and Professional Services Bureau of Techniwl Services �ivision of fndustry Servires � Brad Johnson-Section Chief 4822 Madison Yards Way Madison WI 53705 Re: Description: POWfS Component Manual Manufac[urer: Dept of Safety and Professional Services Product Name: Mound Component Manual for POWTS(Version 2.1],(May 2022-2027) Model Number(s): v.21 eSLA PTO No.: PP-051700078-PTOVPCR The specifications and/or plans for ihis plumbing product have been reviewed and determined to comply with chapters SPS 382 through 384,Wisconsin Administrative Code,and Chapters 145 and 160,Wisconsin Statutes. The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Adminis[retive Code.This approval is valid until the end of May 2027. This approvai is contingent upon compliance with the following stipulation{s): 1. A copy of this approval letter shall be submitted with all plans using the Mound Component Manual(or POWTS (Version 2.1),(May 2022-2027). Plans submitted without a copy of this approval letter may 6e denied. 2. This approval recognizes that POWTS rystems designed,installed and maintained in accordance with this manual will provide treatment and dispersal of domestic wastewater that is acceptable in the context of ch.383 Wis.Adm.Code. 3. Systems installed in accordance with this PONf�S Component Manual shall use was[ewater tanks approved by the department. lia given tank is approved and meets the pu6lished specifications contained in the manual,then redundant approval of the tank is not required.The installation shall not mmpromise the structural integriry of ihe tank 4. Systems installed in accordance with this PO4VTS Component Manual shall be installed,maintained and used in strict accorclance with the manufacturers published instructions,Chapten 381-387 Wis.Adm.Code and this product approvai.If there is a conflict between the manufacturer's instructions and the Wis.Adm.Code or this P1um6ing Produc[Approval,then the Wis.Adm.Code and this Plumbing Product Approval shall take precedence. 5. Complete operation and maintenance ins[ructions POVJTS rystems designed in accordance with this manual shall he provided to each rystem owner and remain onsite. 6. Systems designed in aaordance with this manual shall be installed by persons holding the proper license or registration in accordance with Wis.Stats.4145. . 7. Drain,wasie and vent piping�sed to install[hese systems shall conform to s.SPS 38430�7),(2)and(3)Wis.Adm. Code. Dept.of Safery and Professional Services May 31,2022 - Page 2 of 2 , eSLA PTO No.:PP-051700078-PTOVPCR 8. Cleanouts shall be ins[alled in drain piping associated wi[h the inslallation of these rys[ems in accordance with s.SPS 38235 Wis.Adm.Code. � 9. Commercial food processing,food production,food service,restauranu,taverns and similar esta6lishments which may generate greazes,fatr,oils or similar subs[ances;shall have state-approved grease interceptors installed upstream of POWTS systems designed in accordance with this manual in a�cwdance with s.SPS 38234 Wis.Adm. Code. 10. DSPS POWTS plan approval shall be obtained from the department's Private Sewage Section,or[he appropriate agent couniy,for: a. ea�h ins[allation of POWTS rystems designed in actordance wi[h this manual;and b. high-s[rength and/or commercial POWTS systems designed in accordance with this manual. il. A sanitary permi[shall be obtained,in accordance with s.SPS 383.21 Wis.Adm.Code,from the county,or other local authority having jurisdiction,for each proposed installation of rysYems designed in accordance with[his manual. 12. A complete and acceptable soil evaluation report,conforming to s.SPS 385.40 Wis.Adm.Code,shatl be perfortned for all proposed systems designed in accordance with this manual. Technical notations: a. This approvat supersedes the approval issued May 9,2017 under produc[file no.20170148. he department is in no way endorsing this product or any advertising and is not responsible for any situation which may result From itr use. Sincerely, Brad Johnson—Sec[ion Chief Department of Safery and Professional Services Bureau of Technical Services Division of industry Services Phone: 920 492-5605 Email:Bradlev.Johnson@Wisconsin.Qov MOUND AND PRESSURE DISTRIBUTION CaMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Schmuck Mound Owner's Name: Richard&Laretia Schmuck Owners Address: 13116W C'fY HWY C Exeiand, WI. 54835 Legal Description: SESWS.15-T.37N-R.8W Township: Meteor County: Sawyer Subdivision Name: Lot Number. Block Number. Parcel I.D. Number. 018837153401 Plan Transaction No.: Page 1 Index and title Conditlonally Page 2 Data entry APPROVEQ Page 3 Mound drawings DEPT.OF SAFETV AND PROf-ESSIONAL Page 4 Lateral and dose tank SERVICES Page 5 System maintenance specifications DIVISION OF INDUSTRV SEF2VICES Page 6 Management and contingency plan Page 7 Tank Drawing `��^"^�`� � Page 8 Pump Curve Page 9 Plot Plan SEECORRESPONDENCE Designer. Bruce Vitcenda License Number. M.P.220498 Date: 03/19/24 Phone Number. 71�943-2382 Signature: �y-- Designed Pursuant to the Mound Component Manual for POWTS Version 21 (May 2022-202�,and both SSWMP Publicalion 9.6 Design of Pressure Distribution Netvrorks for ST-SAS(01/81j and Pressure DisVibution ComponeM Manual Ver.2.1 (May 2022-202� Version 721 (R. 07122) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill(D)calculations assume a 200.00 Eslimated Wastewater Flow(gpd) Table 383-44-3 in-situ soil treaunentfor fecal cotiForm of<=36 inches. 1.50 Peaking Factor(e.g. 1.5= 150%) 300.00 Design Flow(gpd) 5.20 Site Slope(%) 101.00 Contour line Elevation(ft) 22.00 Depth to Limiting Factor(in) 0.60 In-situ Soil Applicafion Rate(gpd/fl�) Distribution Cell Information 75.00 Dispersai Cell Length Along Contour(ft) = 4.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate(gpolftz) 1 inftuent Wastewater Quality(1 or 2) Are the laterals the highest point in the distribution � Pressure Disribution Information network? Enter Y or N (C or E) E Center or End Manifold 0.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 1 Number of Laterals of the highest point � 0.756 Orifice Diameter(in) 1.50 Estimated Orifice Spacing (ft)= 6.00 ft/orifice 2.00 �orcemain Diameter(in) 80.00 Forcemain Length (ft) Does the forcemain drain back? �Y 91.00 Pump Tank Elevation(ft) Enter Y or N 4.55 System Head (ft) x 1.3 13.05 Forcemain Drainback(gal) 10.33 Vertical Lift(ft) 59.95 5x Void Volume(gal) 1.27 Friction Loss(ft) 72.99 Minimum Dose Volume(gai) 0.00 In-line Filter Loss (ft) 26.93 System Demand(gpm) 16.15 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 � 1.25 2.00 1.50 3.00 2.00 x x 3.00 x Galions/lnch Calculator(optional) Treatrnent Tank Infortnation Total Tank Capacity(gal) 120�.00 Septic Tank Capacity(gal) Total Working Liquid Depth (in) Skaw Manu(acturer galfin(enter result in cell 649) Dose Tank Information Effluent Filter Infortnation 750.00 Dose Tank Capacity(gal) Life Time Filter Manufacturer 16.05 Dose Tank Vofume(gallin) lT 1/8 Filter Model Number Skaw Manufacturer Project Schmuck Mound Page 2 of 9 Mound Plan and Cross Section Views . . . . . . . . . . . . . . . . . . . . . . . —t : 1l10 B � Observation Pipe � � J K . } -:-�. -j O:: � A W , '' —� • g ... .�.: '. .:� :�. .�:�. .�:�. _�:�. _ .��.�_ .� : .�:�. .-. �:- � i a . �-+- +-- � Mound Component Dimensions A 4.00 ft E 16.50 in H 1.00 ft K 9.31 ft B 75.00 ft F 1D.OD in I 9.63 ft L 93.62 ft D 94.00 in G Q.50 ft J 6.49 ft W 20.11 ft 300.00 {fl�) Dispersal Cell Area 1021.92 (ftz) Basai Area Available 4.00 {gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Pfacement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.00 (ft) —�- G � q H , .. ,, Q. .;. 1 F oispersai cen "' 102.67 (ft) Lateral �02.17 (ft)—�� Invert Dispersal Cell [� � ; � Elevation � D 0 , & . . , �. � . � ; . _ : � 101.00 (ft)Contour Elevation 52 %Site Slope Geotextile Fabric Cover Shading Key m a � Dispersal Cell See lateral details on 1❑� TopSoll Cap o °� 1.5 ft � Page 4 for number,size, 02 � SUbSOtI Cap '� � 5❑ O ' and spacing of laterals. Q � ASTM C33 Sand .-10o Z � � . F L spaced f om thely � � Tilled La er � v 0.5 ft ; 7vp�cal Latera� Y u, distribution cell's � � Aggregate � o � ; d; � centerline inthe �_A --_� distribution cell(Ax6). Project Schmuck Mound Page 3 of 9 End Connection Lateral Layout Diagram LateralscenteretlovertheA56Ai1r�ension ��Tum-uprAbalivelvaotcleanoutplug � P Lascholed�i�ledne:x[oendcap �EX�� eterals&forcemainSCh40PVC HolesdrHfedwthe6oaomoithelateral p¢� SPSTeble384305 equaiy space0 Number of Laterals 9 Orifice Diameter 0.156 in Lateral Diameter 2.00 in Or�ce Spacing (X) 1.50 ft Lateral Length (P) 73.50 ft Orifices per Lateral 50 Lateral Spacing (S) 0.00 ft Orifice Density 6.00 ftZ/orifice Lateral Flow Rate 26.93 gpm Manifold Length 0.00 ft System Flow Rate 26.93 gpm Manifold Diameter 0.00 in Totai Dynamic Head 16_15 ft Forcemain Velocity 2.75 ff/sec Dose Tank Information locking cover wrth waming � label and locking device and sealed watertight Electrical as per NEC 300 and —> ,SPS 316.300 WAC �4 in,min. Disconnect \ -��__ y Tank component is propedy vented :- E— Altema[e outlet locafion Forcemain diameter Skaw Manufacturer 2 i� Capaci 750.00 Gallons �- Volume 16.05 gal/inch A Weep hole or antF Dimension Inches Galions B siphondevice A 23.1 S 372.06 B 3.00 48.15 C ^ Pump off elevation(ft) C 4.55 72.99 92.33 D 16.00 256.8D p Totai 46.73 750.00 ^ Dose tank elevaHo� n(ft) 3" Bedding un er tank. 91.00 Alartn Manuafacturer SJE Rhombus Note: Switches Alarm Model Number 01-H containing mercury may not be used in Pump Manufacturer Zoellar this system. Pump Model Num6er 98 Pump Must Deliver 26.93 gpm at i6.95 ft TDH Project Schmuck Mound Page 4 of 9 Mound Svstem Maintenance and Oaeration Specifications Service Providers Name A-1 Plumbing Phone 715-943-2382 POWTS Regulator's Name Sa er County Zoning Phone 715-634-8288 Svstem Flow and Load Parameters Design Flow-Peak 300 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 20D gpd Maximum BODS 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 300 fl2 fiAaximum FOG 30 mg/L Type of Wastewater pomestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 years Pump and Controls Test once every 3 ears Alarm Should test monthl Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Sfandards 1. Observation pipes are slotted and materials conform to Table SPS 384.30.1, have a watertight cap, and are secured in as shown in the mound component manuai. 2. Dispersal cell aggregate conforms to SPS 384.30(6){i),Wis.Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 364, Wis.Adm. Code. 4. Tillage of the basal area is accomplished with a moid board or chisel plow. 5. The mound structure and other disturbed areas wi(I be seeded and mulched to prevent soil erosion and help reduce frost penetration_ Lateral Turn-up Detail Finished ... . •••••••••••••• Grade v1� 6-8" Diameter Lawn —�> . Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution �� Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project Schmuck Mound Page 5 of 9 Mound System Management Plan . Pursuant to SPS 383.54,ws.Adm_Code Generat This system shall be operaYed in accordance witl�SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with ils'component manuals[SBD-10691-P(N.Ot/01,R.11/12),SSWMP Publintion 9.6(01/81),and P�essure�isVibution ComponeM Manual Ver.2.0 SBD- t o706-P(N.0'l/D1,R.10/12)7 antl local or state rules pertainin9 to system maintenance and maintenance reporting. No one should ever enter a septic or pump Nank since dangerous gases may be present that couid wuse death. Septic and pump Mank abaiMonment shall be tn accordance wilh SPS 383.33,Wis.Adm.Code when the tanks are no langer used as POWiS compo�ents. Septic or pump tank manhole risers,access risers and covers should he inspec[ed for water tighhress and soundness. Access openings used for service antl assessment shall be sealed watertight upon the completion oi service. My opening deemed unsound,defedive,or subject to faiiu2 must be replaced. Exposed accexs openings greater than 8-inches fn diamelershail be secured by an effective locking device to prevent accidental or unauthorized entry into a hank or component SepticTank The septic tank sha�l be mainlained by an individual certfied to service septic hanks undec s.287.48,Shafs. The cantenls of the septic lank shall be disposed of in accordance with NR 113,Wis.Adm.Code. The operaiing candition of the sepfic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be Geaned as necessary to ensure proper operation. The filter rartridge should not be remrned unless provisions are made to retain soGds in the tank that may slough off the filter when removed from its endosure. If the filter is equipped with an alartn,ihe filter shall be serviced if the alartn is activated contmuously. Intertnittentfilteralarms may indicate surge flows or an impending continuous alami. The septic tank shall have its con�ents removed when the volume of sludge and scum in the tank exceeds 1f3 the liquid volume of the tank. If the contenls of lhe tank are nat removed at Ihe time of a triennial asseumenf,maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge aaumulation in the lank. The addiNon of bialogical ot chemical addNves to enhance septicfank perfortnance is generally not required. However,Ifsuch produGs are used they shail be app�oved(or septic tank use by the Department of Commer�. PumoTank The pump(dosing)tank shall be inspected at least once avery 3 years. All switches,alafms,antl pumps shall be tesled to verify proper operadon. If an effluent filter is insfalled within the tank it shall be inspected and serviced as necessary. Mound and Pressure Oistrlbutlon Svstem No trees or shrubs should 6e planted on ihe mound. Piantlngs may 6e made around ihe mound's perimeter,and the mound shall be seetled and mulched as necessery to prevent emsion and to provide some protecYion from frost penetra6on. Ttaffic(other than Tor vegetaGve maintenance)on the mound is no[recommended since soil compaction may hinder aeration of the infii6ative surtace within the mound and snow compaction in the winter will promote frost penetration. Cokl wealher installations(October-February)dic[ale lhat ihe mountl be heavily mulched as protection from 6eezing. Influen[quality into the mound system may not exceed 220 mg/L BOD�,150 mg/L TSS,and 30 mglL FOG for septic tank efFiuent or 30 mglL BOOS,30 mg/L TSS,10 mg/L FOG,and 10^cfi✓100 mL for highly treated eftiuent. I�IueM flow may not e�cceed maximum design flow specified in ihe permit fot this installation. The pressure dislribulion system is provided wifh a flushing point at the end of each Iaterai,and i[is�scomme�ded ihal each iateral 6e flushed of accumulated solids at least once every 18 months. When a pressu2 test is pe�fortned d shoutd be compared to the ini6al test when the system was installed to determine'rf o�ce Gogging has occuned and if orifice deaning is requi2d to maintain equal distribution witM1in the dispersal cell. Observation pipes within the dispersal cell shaN be chetked for effluent ponding. Ponding levals shall be reported to the owner,and any levels above 6 inehes considered as an impending hydraulic failure requiring additional,more frequent monitoring. Continqencv Plan If the septic tank or any aF its components become defective the tank or component shall he repaired or replaced to keep the system in properopera6ng condition. If the dosing tank,pump,pump controis,alartn or related wiring becomes defective the deteUive wmponent(s)shall be immediately repaired or replaced with a component of the same or equal peAortnance. If the mound wmpo�nt faiis to accept wastewater or begins to discharge wasLewater to the ground surface,R will be repaired or replaced in its'present locadon by iixreasing basal area Ktoe leakage occurs or by removing biologiplly ciogged absorption and dispersai media,and related piping,and replacing said components as deemed necessary to bdng the system into proper operating condi6on. See Page 5 of this plan for the name and[elephane number of your Iocal POIM"S regulator and service provider. Pretreatment Units The informalion and scheduie of mananagement and maintenance far pretreatmentdevices such as aerobic t2atment units or disinfedion units are aHached as separate docume�ts and are considered part of Ihe overell managementplan farfhis system. Project Schmuck Mound Page 6 of 9 WARN/NG DEA7HMAYOCCURIPTANKISENTERED i SKAW1200/760 � Q WITHOUT PROPER EQUIPMENT � ^ � o � 70.00 `) � NOTE:SEE INNER WALL PHOTO ONTHE"EXCLUSIVELYAT SKAWS"PAGE, { � i � � I I I 1 I I I I � I I I I � 3.�� i i � � �� i i i i L_"___'_"_____.__-�__"_____J �27.00 27.00 27.00 2a.ao� z4,00� �ZQ.00 OUTLETENDVIEWOFTANK 5.00� I 16.00 LOOJ �200 2.00 INL. . E7'_�� 9.00 � -7 2.00 18.00 41NC 41NCHPRESS I PRESS SEAL OASKET' � SEAL INSTALLEO GASKET WHENPOl1RED BAFFLE FILTER 47.00 3.0o SECTIONVIEWOFTANKANDCOVER 3.00 Model Number. �BZOO � 7�O �'�� "�' phone: (715) 967-2277 J Approvedfo�: SEPTIC/SEPTlC,SEPTIC/PUMP,SEPTIC/StPHONORHOLDING Toll Free; 1-800-924-8625 o, e�g n e �m. u e im. Li . De th �al./In. Nom. Ca . 26255 105th Street, New Aubum � Q p P Wisconsin 54757 Fax: (715) 967-2707 � 16,1001bs. 54" 50" 47" 16.05 754.35ga1 www.skewprecasf.com N K f w PUMP PERFORMANCE CURVE MODEI 98 MODEL98 Feet Meters Gal. Uters �,� a�o 5 7.5 72 273 r �<s+ � � (10 3.0 61 231 -- I � e 20 - 15 4.6 45 170 "'^ s 20 7.1 25 95 ' . i. `—' ShuFoff Head: 23 ft. .Om ° � � 15 4 � � rq 10 i •ma��mm O W99n � F � Z 1 � .5 � 1 0 � � 9m6 ! I io zo w aa so so �o so GALIONS � �_ � � LfTERS 0 80 160 2<0 � a1+ai FLOW PER E9NIJTE . � mnm CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical altemators,for duplex systems,are available and • Variable level Boat switches are available for conhoAing single supplied with an alarm and three phase systems • Mechanical alternators,for duplex systems,are available • Double piggyback variabie level float switches are available for with or without alarm switches variable level long cycle conVols • Refer to FM1922 and FMO806 for temperatures above 130°F 98 Scries ConUai SeleAion � Model Vo1Ls�Ph Mode Amps Simplwc Dup�ex M98 115 7 Au�o 9.4 7 q ' N98 115 7 Non 9.4 2or3 G oes z3o i n�m a.� i a "Easy assembly" E98 230 1 Non 4.7 2or3 4 (mmpddsdu�geppe nm Nd,tlad.) SELECTION GUIDE 1.Integ2l Hoat operated mechanical switch,no exlemal control required. 2.For automatic use sin le i --�� g p ggyback variable Ievel float switch or double piggyback variable level Iloat switch.Reter to FM0477. 3.See FM'1228 for conect model of simplex conUol panel. 4.See FMW12 for wrtect modei of duplex con4d panet or FM'1663 for a OPTIONAL PUMP STAND PIN 10•2421 `esidential al[emator sysiem. • Reduces potenlial ciogging by debris. For information on adtli6onal Zoeller products refer lo plalog on Plggyhazk Varia6te Level • Replaces rocks or 6ric�ks under the pump. Swilrhes.FM04Tl;�echical Alfemata,FM0486;Mechanical Allemalor,FM0495:Sumpl • Made of durable,ncncormsive ABS. Sewage Badns,Fp40487;Single Phase SMpleu Pump Conlyd,FM7596;Alaim Systems, • Raises pump 2"off boltom of basin. FM0732 • Pmvides Ihe aMlity to raise intake by a�ng sectiora of 1%; A CAUTION or 2'PVC piping. • Attaches securely to pump. AII iostallation of wntro�s,protection devices and wiring sbouid 6e done by a • ACWmmodates sump,dewatering and eiiluent appfualions. qualifled ficensed electrician. All electrical and safely codes should be tollowed NOTE:hlake sure fioatis free trom obsUucOon. including the most recent National Electrieal Code(NEC)and the Occupational SaEety antl Health Aet(OSHA�. � RESERVE POWEI2ED DE�IGfV For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 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