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Home My WebLink About024-641-13-4102-SAN-2023-053 r V ,! _��= -� Industry Services Division Ca�tY � n = 4822 Madison Yards Way f!/,� e/ Z �� = Madisoa�'I 53705 Sanitary Pecmit Numbcr(to bc f Iluf in by Co.l `, PS P.O.Box 7162 ., _ 7,� � � -: Madison,WI 53707-7162 {�' `' � � � ;��,..,;;. Sanitary Permit Application Statc Tsansaction Numbcr � ln accordance�vith SPS 3R3.21(2),Wis.Adm.Code,submission ofthis form to the aPpropriate govemmental unit 1 - -��d-��3 /� � �� is rcqvircd prior tu obtnining a sa��i�ary permiL Note:Application fozuts for sfate-owned POWTS aze submitted to Projcct Address(if diffcrcnt d��m m:�ilir.�;aci:tre sl �� tl�c Dcpartment of Sa£cr} a��d Professioval Scrvices.Perso�al iniormation you provide may be used for secondary purposcs in accordancc with the Pnvacy Law,s.15.04(1)(m),Stats. L Application [nformxtioo—I'Icase Pnnt Ell�:�nformati'on.-" �-�`#�s,'> J � �;,� �/ Property O�+ner's Na�ue Pazcel t! " W lfie/' o.i y6�/il3y�o 2 ----- Property Uwner;i4la�ling Address Property Location 7/ (�ip,�/ l�V r Govt.Lot Ciry.Staic Zip Code Phone Number sOJ¢'h ' u Ll J!' /7 � --/��Y,,_,f�'/<, section -/�— II.Type of Building(check all:thatapplyj,-' � = Lot ti T �/ N R � E o ______ �lor2FamilyDweiliny--NumberofBedrooms_��_ __ Subdivision Name f3lock� ❑F'ublic/Commercial-DescribeUse -- ❑City of ---------- ------ ❑State O�med-De,c�be l!se_ CSt�4 Nwnbcr illage of--------------- --- �Town of�pl1�LF��Q�_e _ _ - III.Type of PO�VTS Permit:(CheckciEhe�"Ne','w"nr"-Replaceineut"and o�her��,��ltca�l�4on.'�%et�`�ChzeC�`co_ne;boxon^txneBr Complete Iine('if a licablc.) � �" r i A' Ncu S�sien� � Re lacement S stem ther Nlodificapon to Existin S stem ex lain e Addirional Pretreatment Unit ex lain' � ) � P Y � � Y � P ) � ❑ � P ) F; �❑Hoiding Tank �In-Ground �At-Crrade �Mound Individual Site Design Odier Type(explain) (conventional) � ❑Rencwal I�efo;c .❑Revision ❑Change of Plumber �rdnsfer to New Ocvner List Previous Permit NumUer and Da(c Issucd F:xpiraticm � -_._ IV.Dis ersalTT�extment Area and Tank Tnformahon� > "'" `�` '"`�� • `�` �� "�"� ' ,` ` - . ' � ,.-,,; _ . P _, -r_ ,..,�s��'��{'� ,�� ..�f-:;�,�.. � Desibn Flow(gpd) � Design Soil Applicatiou Rate(gpd/s� Dispersal Area Required(s� Dispeisal Area I'roposed(s� System Elecation --7�50 __�_ I. O 7,50. 7 . � � 1 Capacity in Total �of ManufacNrer � � Tank Lnfonnation Gallons Gallons L'nits � ti U �'„ � i ticwlanks ExistingTanl:s � M o � � c p � � i � A, U rn m v+ iz. C� n. ------ - - --- I---- - � Scptic or Hold�r�T:in4: i �3�6 s Q u/ Dnsing Chnmbcr i /�,�� .._ ... - � � ,t.7 wt.� 5v -� � - • . V.I2esponsibilit} Statement-I,the undcrsigned,assumc responsibility for iostall�ho74of�`e��YP�1Y�shown on the aitac�ed plans '; Plumhers Name/Pruitj Plumber's Signahir� /�IPKS Nuuiber Business Phone N�iunber /.� UGe Vltte'�vdi----- _ __ 2 U �/ - y�'.T��'2-- Plumoer's�lddress(Sttcct_Cit��,S[atc,7.ip Codc) /y� ,v sr�w y � �,� i ,� , w sy� � ,_� ss4� ::"'+�r ``��"`� vi�s.�?^o2.r.:�.�- ,sft��. :.. .. ,- _ :....... ..<< VI.Coun viDcp�rtmccit Usc Only 4 ,-�. �`�.�:. �,1.�..,�4 , , - c _ _-- -- r . . .: . �Ap �cT�� f' D sappruvcd Sermit Fee I Date Issued IssuingAgent Signature �I C�,��..vner i3iven Reason for Denial y o o.�• � i �.s ��; -�.�� .� Conditions of Ap roval!Reasons for Disapproval � � � �, ' :� �ate `� J �,_ _� e. ..� D �t� . . . _�.. '� + `� fl�s� ,�, MAY 15 2023 ' Chk# � � C.Sr 23 --�bS , � �� ► � _ __ saw�rER courvnr r,��.�� ZONING ADMINISTRATiO� nttach to cumplete plans for tho system and submit to Me Counh�only on paprs aot Icts than 8 tn z 11 inc6es in siie � ` � ;�.'-� +lv J SBD-639R(R.03/21) ��R`FJNDS AFTER ISSU�Or PER;VIl7 . ,..,\1��_\H I 1f{1, Wisconsin Department of Safery and Professional Services �� \ Phone:608-266-21 I 2 DivisionoflndustryServices �� :.� Web I�� i �� ti�_i_ru� 4822 Madison�'ards Way � �� F,mail _I�P:,��i ,n,ir.,_�� o sox�3oz I�'1 � P � Madison.WI 53707 ��, = Tony Evers,Governor 'k,,, `�-��`�� Dan Hereth,Secretary �ssu�.�.�` May 10,2023 CUST ID NO.:220498 IdentiFication Numbers BRUCE VITCENDA Plan Review No.: PWTS-052300737-C 1450N ST ROAD 40 Application No.: DIS-042316399 EXEL�ND,WI 54835 Sitc ID No.: SIT-t 14426 Please refer to all identification numbers in each conespondence with the Department. CONDITIONAL APPROVAL PLAN APPROVAL F.XPIRES:OS/10/2025 MUNICIPALITY: Conditionalty TOWN OF ROUND LAKE APPROVED SAWYER COUNTY DEPT OfSAFETYANDPROFESSIONAL SERVICES DIVISION OF INDUS?RY SERVICES SITE: �l"/.,t�•,E�,A.,q��,,, KEI'I'H WALTER 7342W,PINE POINT RD SEE CORRESPONDENCE HAYWARD, WI.,WI 54843 PRT NE-SE-S.13-T.41 N-R.6W FO R: Design Wastewater Flow Value: 750 Mound Component Manual-Version 2.l (May 2022-2027) Bedrooms: 5 Limiting Factor(s): 23"Below Grade Maintenance Required: Gffluent Filter SITE REQUiREMENTS • A full size copy of the appmved 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 installallon 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/or the sizing mcthods ofpublication"SSWMP Publication 9.6 Design of Presswe Distribution Networks for ST-SAS(O1/81)". OWNER RESPONSIBILITIES • The current owner,and each subsequent owner,shal)receive a copy of this letter including instructions relating to proper ase and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis.Admin.Code� SPS 383.54(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 Administrati�-e 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/installation/operation. in granting this approval,the Di��ision of lndustry Services reserves the right to requue changes or addiUons,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. 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 ///„f//,�„ ��//•.� �,,.��r�, Balance Due: $0.00 Matthew Janzen Refund Ex ected:$0.00 Division of Industry Services Phone: 715.340.0407 Email:matthew.janzcn@wisconsin.gov ir� Departmeni o�Safery and Professianal Serv�ces - Divislon of Industry Services Plumhing ProAuc[Review y ' D - 4822 Madison Vards Way � � �P$ P.O.Boz7162 1' Madison,Wiuonsin 53707-7167 -�_-� _� Phone 608-266-211J � e.. Web 7•t-: _ _ Email dsps@wisconsin.goo Govemw T«ry Evers Dan Hereth.Seaebry Desigree 7TV:Contac[Through Relay May 31,2022 Dept.of Safety and Professional Services Bureau of Technical Services Division of Industry Service5 Brad lohnson-Section Chief 4822 Madison Yards Way Madison WI 53705 Re: Description: POWTS Component Manual ManufacWrer: Dept.of Safety and Professional Services Product Name: Mound Component Manual for POWTS(Version 2.1),(May 2022-2027) Model Number(s): v.2.1 eSLA PTO No.: PP-0Sll00078-P70VPCR The specifications and/or plans for this plumbing product have been reviewed and determined to comply with chapters SPS 382 through 384,Wisconsin ndministrative Code,and Chapters 145 and 160,Wisconsin Statutes. The Department hereby issues an approval based on the Wisconsin Statutes and[he Wisconsin Administrative Code. This approval is valid until the end of May 2027. This approval is mntingent upon compliance wi[h the following stipulation(sJ: 1. A copy of this approval letter shail be submitted with all plans using the Mound Component Manual for POWTS (Version 2.1j,(May 2022-2027). Plans submitted without a copy of this approval letter may be denied. 2. This approval recognizes that POWTS systems designed,ins[alled and maintained in accordance with this manual will provide treatmen[and dispersal of domestic wastewater that is acceptable in the context of ch.383 W is.Adm.Code. 3. Systems installed in acmrdance with this POWiS Component Manual shall use wastewater tanks approved by the department. If a given tank is approved and meets the published specifications contained in the manual,Ihen redundant approval of the tank is not required. The installation shall not compromise the structural integrity of the tank. 4. Systems installed in accordance with this POWTS Component Manual shall be installed,main[ained and used in strict accordance with the manufacturer's published instructions,Chapters 381-387 Wis.Adm.Code and this produ�t approval.If there is a conFlict between the manufacturer's instructions and the Wis.Adm.Code or this Plumbing Product Approval,then the Wis.Adm.Code and this Plumbing Product Approval shall take precedence. S. Complete operation and maintenance instructions POWTS systems designed in accordance with this manual shall be provided to each system owner and remain onsite. 6. Systems designed in accordance with this manual shall be installed by persons holding the proper license or registration in accordance with Wis.Stats.§145. 7. Drain,waste and vent piping used to install these systems shall conform to s.SPS 38430(1�,(2)and(3)Wis.Adm. Code. Dep[.of Safety and Professional Services May 31,2022 Page 2 of 2 eSLA PTO No.:PP-0517D0078-PTOVPCR 8. Cleanouts shall be installed in drain piping associated with the installation of these systems in accordante with s.SPS 382.35 Wis.Adm.Code. 9. Commercial food processing,tood production,food serv'�ce,restaurants,tavems and similar establishments which may generate greases,fats,oils or similar substances;shall have state-approved grease interceptors installed upstream of POWTS systems designed in accordance with this manual in accordance with s.SPS 382.34 Wis.Adm. Code. 10. DSPS POWTS plan approval shall be obtained from the department's Private Sewage Section,or the appropriate agent county,for. a. each installation of POWTS systems designed in acmrdance with this manual;and b. high-strength and/or commercial POWTS systems designed in accordance with this manual. 11. A sanitary permit 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 systems designed in acwrdance with this manual. 12. A mmplete and acceptable soil evaluation report,conforming to s.SPS 385.40 Wis.Adm.Code,shall be performed for aIl proposed systems designed in accordance with this manual. Technical�otations: a. This approval supersedes the approval issued May 9, 2017 under product file no.20170148. he department is in no way endorsing this product or any advertising and is not responsible for any situation which may resuit from its use. Sincerely, Brad Johnson—Section Chief Department of Safety and Professional Services Bureau of Technical Services Division of industry Services Phone: 920 492-5605 Email: Uradlev.Johnson@Wisconsin.�ov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Walter Mound Owner's Name: Keith Walter Owner's Address: 1712 Lake View Ave �e�e„ro�«�ry South Milwaukee, WI. 53172-3428 APPROVED �EVT OF S�FEtt AMD VPOFESSION/�L SEPVICES pVISpN OF INOUSTNY SEPNCES %H.r�L.��.yn. Legal Descnption: Prt. NE-SE-S.13-T.41N-R.6W zEE�oapEs,o«oE,�E Township: Round Lake County: Sawyer Subdivision Name: Lot Numbec Block Numbec Parcel I.D. Number: 024641134102 Plan Transaction No. Page 1 Index and title �age 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Tank Drawing Page 8 Pump Curve Page 9 Plot Plan Designer: Bruce Vitcenda License Number M.P. 220498 Date: 04/21/23 Phone Number: 715-943-2382 Signature: �,�� Designed Pursuanl to the Mound Component Manual for POWTS Version 2.1 (May 2022-2027), and both SSWMP Publication 9.6 Design of Pressure Distnbution Networks for ST-SAS(Ot/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 Distribution Component Design Site Information � or ;: R' Reside�tial or Commercial Desfgn Note: Santl fill(D)calculations assume a � 500.00' Estimated Wastewater Flow(gpd) Table 383-44-3 in-situ soil treatment for fecal colrfortn of<_�inches. 1.50 Peaking Factor(e.g. 1.5 = 150%) 750.00 Design Flow(gpd) 3.00 Site Slope(°/a) � 95.30 Contour Line Elevation (ft) � 23.00 Depth to Limiting Factor(in) 0.40 In-situ Soil Application Rate (gpd/ftZ) Distribution Cell Infortnation � 95A0 Dispersal Cell Length Along Contour(ft) = 7.90 Cell Wid[h (ft) 1.001 Dispersal Cell Design Loading Rate (gpd/ftZ) _1' Influent Wastewater Quality(t or 2) Are the laterals the highest point in the distribution � Pressure Disribution Infortnation nelwork? . " ��; (C c: `- C Center or End Manifold 3.95 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point _ I 0.156 Orifice Diameter(in) 1.75 Orifice Spacing (ft) = 6.95 ft2/orifice 2.00 Forcemain Diameter(in) 80.00 Forcemain Length (ft) Does the forcemain drain back? � 84.00 Pump Tank Elevatfon (ft) er v :�r N 4 55 System Head (ft) x 1.3 13.05 Forcemain Drainback (gal) 11.55 Vertical Lift (ft) 85.59 5x Void Volume(gal) _ 528 Friction Loss (ft) 98.64 Minimum Dose Volume (gal) 0.00� In-line Filter Loss (ft) 58.16 System Demand (gpm) -- - - 21.38 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. optfons choice fn dia. options choice _ __.._ 075 J 125 1 00 -—-- 1.50 x _ -----� 125 2.00 x x 1-50 x x 3.00 ' 2.00 x - 3.00 x __ --- Gallons/Inch Calculator . Treatment Tank Information Total Tank Capacity (gap ' 1568.00! Septic Tank Capacity(gal) Total Working Liquid Depth (in) 'Skaw —�Manufacturer L� gal/in (enter result in cell 649) Dose Tank Informatio� Effluent Filter Information ' 1568 00� Dose Tank Capacity(gal) Lifetime jFilter Manufacturer 32 49i Dose Tank Volume (gal/in) LT 1/8 IFilter Model Number - -- -- ___ - --- �Skaw Manufacturer Project: Walter Mound Page 2 of 9 Mound Plan and Cross Section Views -1 v� -10f � J ObServation Pipe _ � K O ❑s A W � � —� • g _ � i � � L Mound Component Dimensions D 13.00 n G 10.50 ft J 16.54 ft W '2627 ft 750 50 (ftZ) Dispersal Cell Area 1875.00 (ftZ) Basal Area Available 7 89 (gpolft) Linear Loading Rate 9.50 (ft) 1/10 B Obs Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 98 18 (ft) --% ❑ \\ G t H TF Dispersal Cell �� 96.88 (ft) Lateral 96.38 (ft)--+• Invert Dispersal Cell [3] � Elevation E D � . + •� ❑ ❑ 4 4 95.30 (ft) Contour Elevation 3 0 % Site Slope Geotextile Fabric Cover Shading Key m a � Dispersal Celi See Iateral details on 10� Topsoil Cap o � 1.5 ft � Page 4 for number,size, 2� 0 Subsoil Cap �+ a � � ��'Q and spacing of latera�s. Q � ASTM C33 Sand `-° 10 � / Laterals are equally �O � 7voiwl Lateral F spaced 6om the � � Tilled Layer t a 0 5 ft � distribution cetl's Q 0 Aggregate a o � � centedine in the �_— A —� distribution cell(Ax6). Project: Walter Mound Page 3 of 9 Center Connection Lateral Layout Diagram Fon.tm�inr.�nnp.:pc.nv�.��....�rr�sremmnd�araMPumr L.r.nL�=��pnrn: al � � p S � •=Turn-uGx+Gall..alveer IcX_.��::G � ::/].al L5�er5L.9fi�rc.erciain �r.��appuC cl±a n c�ut plu q p�� S.P`.TaC�ip =2A i0-F, H.-,Its.lulle�].-.n�h�berr:.R,,;�rhe larpral Number of Laterals 4 Orifice Diameter 0.156 in Lateral Diameter 1 50 fn Orifice Spacing (X) 1.76 ft Lateral Length (P) 46.64 ft Orifices per Lateral 27 Lateral Spacing (S) 3.95 ft Orifice Density 6.95 ftz/orifice Lateral Flow Rate �4 54 gpm Manffold length 3 95 ft System Flow Rate 58.16 gpm Manifold Diameter 200 in Total Dynamic Nead 21.38 ft Forcemain Velocity 5.94 ff/sec Dose Tank Information Lockinq cover with waming � label and locking device and sealed watertight Electncal as per NEC 300 antl — � SPS 316.300 WAC �4 in. min. Disconnect � Tank component is propedy vented � Altemate outle[ lotation Forcemain diameter Skaw Manufacturer � 2 in. Capacity 1568 00 Gallons Volume 32.49 gal/inch A Weep hole or anti- Dimension Inches Gallons g s�pnon device A 2623 852 05 B 300 97 47 C Pump off e�evation(k) C 3 04 98 64 � � 85-33 D 16-00I 519.84 p Total 4826 1568.00 . Dose tank elevation(ft) 3" Bedding un er tank. 84.00 Alarm Manuafacturer SJE hi:, ; c, . Alarm Model Number ';01-H ccota � - . Pump Manufacturer Zoellar -- __ Pump Modei Number '140 Pump Must Delfver 58.16 gpm at 21.38 ft TDH Project: Walter Mound Page 4 of 9 Mound Svstem Maintenance and Oceration Snecifications Service Provider's Name _A_1 Plumbinq _ Phone 715 943-2382 !, POWTS Reaulator's Name : Sawver Phone 715-634-8288 ''. Svstem Flow and Load Parameters Desion Flow- Peak 750 qod Maximum Influent Particle Size�1/�in Estimated Fiow-Average 50D gpd Maximum BODS 220 mg/L Septic Tank Capacity 1568 gal Maximum TSS 150 mg/L Sofi Absorption Component Size 750.5 ft' Maximum FOG 30 mg/L Type of Wastewater pomestic Maximum Fecal Coliform >10E4 cfu/100 ml Service Frequencv Septic and Pump Tank Ins ect and/or service once every 3 years Effluent Filter Should inspect and clean at least once eve 3 years Pump and Controls Test once eve 3 ears Alarm Should test monthl Pressure System Laterals should be flushed and ressure tested eve 1.5 ears Mound Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and matenals conform to Table SPS 384_3Q-1, have a watertight cap, and are secured in as shown in the mound comoonent manual. 2. Dispersai 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 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisei plow. 5. The mound structure and other disturbed areas wll be seeded and mulched to prevent soil erosion and heip reduce frost penetratfon- Lateral Turn-up Detail Finished ,,, . •••.........., Grade \ �� \/ 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: Walter Mound Page 5 of 9 Mound System Management Plan � Pursuant to SPS 353.54,ws.Adm.Code Genera. This system shall be operated in acwrdance with SPS 382-84 Wis.Adm.Cotle,arW shall maintained in accordance with its'wmponent manuals[SBD-10691-P(N.O7/07.R. 11/12),SSWMP Publicatio�9.6(Ot/81),and Pressure Distribution Component Manual Ver.2.0 SBD- 10706-P(N.01/07,R_ 10/12)]and local or sta[e rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death_ Septic and pump tank abandonment shall be in accordance wilh SPS 383.33.Wis.Adm.Code when the tanks are no lorger used as POWfS components. SeptiC or pump[ank manhole nsers,access nsers and covers should be inspected fa water tghtness and soundness. Access openings used for senice and assessment shall be sealed watertight upon the complefion of service- Any opening deemed unsound,Aefective,or subject to failure must be replaced. Exposed access openings greater than&inches in diameter shall be secured by an eHedive locking device to prevent accidental or unauthonzed entry into a tank or component. �eodc Tank The septic tank shall be maintained 6y an Individual certified to service septic tanks urMer s.281.48,Stats. The contents of the septic tank shall be disposed of in accordance with NR i 13,Wis.Adm.Code. The operatirg corWition of the septic tank and outlet fiMer shall be assessed at leasl once every 3 years by inspedion. The outlet filter shall be Geaned as necessary to ensure pmper operation. The fiMer cartridue shoultl not be removed unless orovisions are made to retain solids in the tank that may slough oH Me fifter when removed from ds enGosure. If the fitter is equipped with an alarm.the fifter shall be serviced rf the alalm is activated continuously. Intertnittent fitter alartns may indicate surge Flows or an impending continuous alartn. The sepUc tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 7/3 the Ipuid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment,maintenance personnel shall advise the owner of when the next service needs ro be performed fo maintain less than maximum scum and sludge accumulafion in the tank. The adddion of biologfcal or chemical addRives to enhance septic tank peRormance is generally not required. However,rf such produds are used they shall be approved for septic tank use by the Oepariment of Commerce. Pumo Ta�k The pump(dosing)tank shall be inspectetl at least once every 3 years. AII switches,alarms,and pumps shall be tested ro verify proper opera�ion. If an effluent filter is installed wi[hin the tank it s�all be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shmbs shouM be planted on�he mound. Plantings may be made around the mound's penmeter,and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some proteUlon from frost penetration. Traffic(other than for vegetative maintenance)on the mound is not recommended since soil wmpaction may hinder aeration of the infiltrative suAace wdhin the mound and snow compaction in the winter will promote frost penetratioa Cold weather installations(October-February)diclate that ihe mound be heavily mulched as protection from freezing. Influent quality fnto the mound syslem may not exceed 220 mg/L BODS, 150 mg/L TSS,and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS,30 mg/L TSS,10 mg/L FOG,and 10'cFu/100 mL for hghy treated effluent Influenl fiow may not exceed mazimum design flow spe�ed in the pertnit for this installation. The pressure distnbution system is provided with a flushing point at the end of each lateral,and d is recommended that each lateral be flushed ot acwmulated solids at least once every 18 months. When a pressure test is pedormed rt should be compared ro the initial test when the system was mstalled to determine rf onfice Goqging has occurred and if orifice cleaning is required to maintain equal distnbution within the dispersal cell. Observation pipes within the dispersal cell sha�l be checked for eNluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impendfng hydraulic failure requiring adddional,more frequent monitoring. COMirwencv Plan If the septic tank or any of Rs cromponents become defective the tank or component shall be repaired or(eplaced to keep the system in proper operating condition. If the dosing tank,pump,pump wntrols,alarm or related wtring becomes defective the defective component(s)shall be Immediately repaired or replaced with a wmponent of the same or equal perfortnance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surtace, d will be repaired or replaced in its'present location by increasing basal area rf tce leakage occurs or by removirg biobgically clogged absorptron and dispersal media,and related piping,and replacing saW components as deemed necessary to bring the system into proper operating wnditioa See Page 5 ot this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatrnent Units The information and schedule of mananagement and maintenance tor pretreatment devices such as aerobic treatment unds or disinfection units are attached as separate documents and are wnsidered part of the overall management pian for thls system. Project: Walter Mound Page 6 of 9 1 SKAW t58d/LriHB I � 960p � � 9/.50 � WARNING DEATH MAY OCCUR IF TANK IS ENTERED � � 0 i i WITHOU7 PRO?ER EQUIPMENT � � i i o � i i i i i NOTE:SEE INNER WALL PHOTO ON 7'HE"EXCLUSIVELV Ai SKAW'S"PAGE. ' � i i i i i i i i I I 1 I � 1 I I � � I I I I I L___________________________________J 3 0o OUTLET END VIEW OF TANK � "� � � —�IyI�I 20.00 I �44.00—I�I+I— I�-24.000—� I 5.00��1J � , ^ � I �-7 I- I-1G.00— 1.J0-� �2.00 —� I 3A0 INL�� -- � OUiLET� 4 WC7 20o iB.00 B,00 �pREss 41NCHPFF55 I StAL SEAL GASKE7 GASY,ET INSTALLED — WHENPOUREO \ BAFFLE F1L7ER -08.25 4&25 � 4.00 SECTION VIEW OF TANKAND COVER —.3�n � Model Number. 7SGH � 7S6E SKAW PRE-CAST ( 5) 967-2277 � Approved for SEPT�C/SEPTIC.SEPTIC/PUMP,SEPTIC/SIPHON OR HOLDING Phone: 71 erg 26255 105th Street, New Aubum Toll Free: 1-800-924-8625 lnlet Dim. Outlet Dim. Liq. Depth Gal. /In. Nom. Cap. Wisconsin 54757 FBX: (715) 967-2707 21,8001bs. 54�� 5z" 48.25" 32.49 1568 gal. www,skawprecasccom � TOTAL DYNAMIC HEADlF�OW � - PUMavEawareaticE cuRVE pER MINUTE MOOEI tEOIl1C0�14541135 EFF W ENT AND DEWATERING '. �, '.!t ;�- 6S�1G � �,� , .;_L �' MODEL 1401414D 145/4145 '_��—I, . � Fee; FI[Vers ual. lMrs Gal �_ilers _ +--_ �� I .d� i . 5 1.5 86 326 fit 2]2 �"�"` *\ . . '� .%:'_ j 10 3.0 Ba JG3 � 60 Z2S �� ' rz V I 15 4_6 73 2ifi � 56 213 t',�' �, � Y� ��e� � - , �0 6.1 66 150 53 7111 :-'�1.��;. � � ]6 59 ?23 49 186 �"�` ._..:a -cnv- 30 9.1 49 185 45 171 �, � i0 127 i8 106 35 133 :�; - � 50 15 2 io 99 Y� . 60 183 - 16 fi1 1 — :t�:�� 0 1 � . - . ShmoXHeaE'. 50Rp52m1 ]dN.1z2.6m) ' � �� I " � —r!1 ��i I i � 1 � �� ___� �' I I I „xw �r�;,1 r�� .•az � - �I �v7-.-._�. �; ' � � — . 4_�� SK:SItA I ^ 10 A U v. .. H : > _. �*Ea30 b .ni T � 1 • �.- . �. iiUWP�NYM1iE !`(i�vSi i� j �� rTnR�V : F: S�c�!G, aP?i._'�a ';�v`. - ,�, I— ,,,:, �. "I :�.w I—'� • Elechical altemators.for duplex systems,are available and supplied with an alarm. -=-� ' j ; • Mechanical alternators, for duplex systems,are available vnih or without alartns. �� .+�= • Control alarm systems are available for 1 phase pumps used in simplex system.See FM0732. + ' • Variable level conVol switches are available(or controlling single phase systems. ^ ' y` I , • Double piggyback variable level tloai switches are available for variabie level long cycle controls. � - � -�� :_�- • Sealed Qwik-Box available for outdoor installations. See FM1420 • Refer ro FM0806 for applications above 130°F(54°C). � - —� 14014140 8145I4745 MODELS � Control Selection � i^, Model , Model '� Voks-Ph ; Mode I Amps , Simplex !i Duplex �; j 'i�i N140 N4140 115 1 : NOn 12.0 ' 1 or2 , 3 i_ �� rt--- � „�. E140 ; E4140 230 1 ; Non I 6.0 ! 7 or2 3 BN140 � BN4140 � 115 1 � Auto � 12.0 � ' � — � "_ BE140 8 230 t j Auro 6.0 ' _ ,�_;�L.��,� N145 N4145 115 1 Non 13.0 1 or2 3 ' - � °�'"- I ��tz��a BN145 BN4145 115 1 Auto 13.0 ` — 'Single piaayback switch ir.cluded 1.For automatic use single piggyback variable level float switch or double � piggyback vanable level float switch. Refer � Reduces pote��ial cloggirg by dehns. �� io FM0477. Replaces rocks or bricks under the pump. 2.See FMi228 for Correct model of Simplex Made of durable.noncorrosive ABS. . ��\ "Easy assembly" cOntrol Raises pump 2"ofi bottom of basin. > !w+�v�a c��LL�;rv� panel. � 3.See FM0772 for wrrect model of duplex Provides the ability fo raise intake by adding ��„ �-, � control panel. sections of i%f'or 2"PVC piping. - �—�` . Attaches searery ro pump. �'- `� � n caunoN Accommodates sump,dewatenng and � ',y , � - � -� �� - efFluent applications. n"' . ' " NOTE:Make sure float is(ree hom obsWction. "�� j�s-hu��lr oe�a o v � :r.ua�ra �c ��,� �..��. � .; EleGtric Code�MECI�d Ihe Occupal�onal SafH). . �-Jt�Act'OSHA:. `�L 1 . Y . e4. .._. ._ _ . . For unusual conditions a reserve safery factor is engineered into the design of every Zoeller pump. -- ��Copyright 2070 Zoeller Co.All rights reservetl. &�t aw�tr �luwb[f ke:�6 wUrc� niRfKc✓;/cco/ ' ��/1 e�X[u.�Cvar< IY74Nq�Hw 4 f•ufbwl• " fYtlaoA�vISY�Jf �lvauktt�wl S��a 7i�J.�tJiJ Mldlovli 6So'�' west FerK c6;po✓wR�un ��l OlT,uf-SE t i� �:v�.✓ G W DelW,/e,�y0 41OY/el ra...�Rou./e.4[ g^�loo.o' �a'r � ��„'pV1rTh� �� l- �f�i n 4�-1)J, � A�' 94.�. . ^? ,,, �T r ^'t o -- � - - a s ' ; �' v — 8� o � sKoWis�j��J�v�o � p R.Jer�v,'J4 ^Ii l�f.y. �i L0t1 � ��ta .5 b�f le q��<r/t f,iiri f 40 I ; � P,j;w�OerJlY. I � � �rucpfelafr o"��.f 1 I � C�[ ��rfrdai i i �'��Jei�� .v.T�.b�l��.T�rM �3 � I � fufe1lt o v � 1 1 � � � � h � � � �o � � ti I ( i v � 1 � � 0 � � A� �.�- •61 y V l`— i ,� � � h . fc.rc !": 40' f;ie4 73 y1 6Sa' Joo�l lo/;�i Po;r(Ad 9-4 Real EState Sawyer County Property Property Status• Current Listing • Today's Date: 1/25/2023 Created On: 2/6/2007 7:55:40 AM Description Updated: l/22/2019 Ownership Updated: 2/6/2007 Tax ID: 24165 KEITH A WALTER SOUTH P�N: 57-024-2-41-06-13-4 Ol- M�LWAUKEE WI 000-000020 Legacy PIN: 024641134102 Billing Address: Mailing Address: Map ID: .13.2 KEITH A WALTER KEITH A WALTER Municipality: �024) TOWN OF ROUND 1712 LAKEVIEW AVE 1712 LAKEVIEW AVE LAKE SOUTH MILWAUKEE SOUTH MILWAUKEE STR: 513 T41N R06W W� 53172-3428 WI 53172-3428 Description: PRT NESE Recorded Site Address * indicates Private Road Acres: 19.080 7342W PINE POINT RD HAYWARD 54843 Lottery Claims: � Property Updated: 7/16/2019 First Dollar: No Assessment Waterbody: Moose Lake 2023 Assessment Detail West Fork - Chippewa River Code Acres Land Imp. Zoning: (F-1) Forestry One G1- 1.000 76,100 0 ESN: 402 RESIDENTIAL G6- Tax Districts Updated: 2/6/2007 PRODUCTIVE 18.080 27,100 0 1 State of Wisconsin FOREST 5� Sawyer County 024 Town of Round Lake 2"Year 2022 2023 Change Comparison 572478 Hayward Community Land: 103,200 103,200 0.0°/o School District 001700 Technical College �mproved: 0 0 0.0% Total: 103,200 103,200 0.0°/a Recorded Documents Updated: 8/7/2014 WARRANTY DEED Property History Date N�A Recorded: 6/10/1992 229326 487/164 , � ""``' PRIVATE ONSITE WASTE TREATMENT county ��a � �'� SYSTEMS ( POWTS) Sa.Wyer , $P � ; -�,�� S . \k `—r;- °fF "'�^ INSPECTION REPORT Sanitary Permit No: Safety and Buildings Division (ATTACH TO PERMIT) GENERAL tNFORMATION �� ,� �S� Personal infonnation you provide may be used for secondary purposes[Privacy Law,s. 15.04(1)(m)] Permit Holder's Name: ❑City ❑ Village I,�Town of: State Plan Transaction ID#: �� wQ��" �Nha �k.�. Pw`� -oS7-3o��37 �. Insp BM Elev: BM Description: Parcel Tax No: 1 (d O.� Nd� t-rib��, �-, l�6"Wl � ,r;� �2� -��I -\3 -- `f(°2 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV Septic _ I�6� Benchmark �pp,o� Dosing ,� �„�}p� ��$ Aeration Bidg. Sewer ��. ' Holding St/Ht Inlet �y.( ' TANK SETBACK INFORMATION St I Ht Outlet g ,g� TANK TO P/L WELL BLDG VENTTO ROAD Dt Inlet AIRINTAKE Septic �-+oo �� }1S'� 4-a5`� NA Dt Bottom ?9.g� Dosing N � « <� N,q Installation � Contour �t S'� 3 Aeration NA Header/Man. Holtling Dist. Pipe PUMP 1�IPHON INFORMATION Infiltrative � Surface t6,� Manufacturer I �- Demand Final Grade Model Number ( �(c� GPM TDH �(, Lift Friction Loss Sys Head TDH Ft Forcemain L �h��, ' Dia Z �` Dist.To Well DISPERSAL CELL INFORMATION DIMENSIONS �N g L 'j�s #of Cells Type of System Distribution Media Manufacturer: SETBACK OHWM of Nav ° Conv q� Aggregate INFORMATION P/L Bldg Well Waters � GP ❑ Chamber Model Number: ❑ EZFIow CELL TO �}-�` 't"�� ' {-�` 1� Mound o Other -- - _----- --- — — -— - ---__ --- - DISTRIBUTION SYSTEM X Pressure Systems On►y Header/Manif Id << Distribution Pipe(s) — I. Y - -3, S► ,, X Hole Size I X H�6 ' Observation Pipe� Length 3•9.�� Dia � 1Length�.6 � Dia S Spac � p .1'�. �� Spacing C�Yes ❑ No _ � SOIL COVER --- - Depth Over �� Depth Over �� Depth of �� Seeded I Sodded Mulched Cell Center �a Cell Edges � ! Topsoil 6 _ �Yes ❑ No �Yes ❑ fvo COMMENTS: (Include code discrepancies, persons present,etc.) ��,�►l/�� t� � �3 '/� S (�o�`�• �o`'`'^� Plan revision required?❑Yes❑ No �,o 3 �� 2 Y I � � � � �jq ��/ � _� fo Use other side for additional information Date POWTS Inspector's Signature Certification Number SBD-6710(R.3/01) AOOITIONAL COMMENTS AN� SKETCH SANITARY PERMIT NUMBER ____ 2 ?j-OS__3 ___ ��°�� -- �o � �3`�2 0 j . ' ��, � � � \ � r s 0 �m, . � / � � � I � � I ,�e� ni �P�� i \ � �� 1 � �\ � 1 . I �� t�.S --'f � �' � 3� c�� c. 1 --o- - - -.X.�s � '�,.5�' v*�` .� � � - - �' � � SKAa^J i�(tS(,�3 -�lo°� w��T. .r�s� � � � ��.