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032-539-31-4205-SAN-2023-043 °'' °'"''� Department of Safety County �-- � • _ & Professional Services, J ���� e� Z _ = Sanitary Permit Number(to be filled in by( �_ � Industry Services Division -� _�� 3�' � � Sanitary Permit Application State Transaction Number � � q� I 7� � In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate governmental unit d is requircd prior to obtaining a sanitary permit.Note:Applicarion fotms for state-owned POWTS are submitted to Project Address(if different than mailing a� � the Department of Safety and Professional Services.Personal information you provide may be used for secondary W purposes in accordaace with the Privacy Law,s. 15.04(I)(m),Stats. ���� I.Application informallon-Please Print Ait Information Property Owner's Name Parcel# ��' �;s�s� a ►,,, �C o3a-�3�-3 1��1�s Property Owner's Mailing Address Property Location _ �`��f� `J�. �+���( �c . City,Sta[e Zip Code Phone Number �� 1��i 1��l.�^ lit/--�" S L��CT�O l�V-t0�01 � �� L' ��� �'/4, Section II.Type of Buiiding(c6eck all that apply) L�t# T �� N R S E o� �l or 2 Family Dwelling-Number ofBedrooms �� � Subdivision Name B►�k# csm a� a��, -��v� ❑PubliclCommercial-Describe Use — ❑City of _ ❑State Owned-Describe Use CSM Number ❑Village of _ �1(.L1� ��Q� I 1�.Townof �,��ef - IIL Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on tine A. Check one box on line B.Complete line C i a licable.) A' ❑ New S stem y ❑ Replacement System �Other Modification to Eacisting System(explain) ❑ Additional Pretreatment Unit(explain) j���l k lZ��liu�f�ert�� B' ❑ Holding Tank ❑ In-Ground ❑ At-Grade gn yp ( p ) ❑ Mound ❑ Individual Site Desi ❑Other T e ex lain (convenrional) C• ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner �st Previous Permit Number and Date Issued Expuation (�L��il� s-�►-v� IV.DispersaUTreatment Area and Tank Information: Design Flow(gpd) Desigri Soil Application Rate(gpd/st) Dispersal Area Required(s� Dispersal Area Proposed(sfl System Elevation �I� N F�- �- �-} 1'`I,� Capacity in Total #of Manufacturer Tank Information Gallons Gallons Units � V U �, '� ] I ` �Jm1.� New Tanks Existing Tanks L o a; � � p � � l�b(�f> �0 n. U v� � r7� iz. c7 w Septic or Holding Tank � ��l�C� -� ��k/ uC �R`Jt' DosingChamber �`� / yLl� y� rGL�� �F- y,_ L V.Responsibility Statement- l,the undersigned,assume respoasibility for installation of t6e POWTS shown on the attached plans. Plumber's Name(Print) Plumb Signature MP/MPRS Number Business Phone Number �,�C1 � �iJr� � ��� �i � — '�, IC�' 7l5 �Zl�(�� '���ld Plumber's Add (Strcct,Ciry,Statc,Zip Codc) . S�� 5'` � �u�i '�s�'�� �� �'��r 1 r� (�.-�- ��`��`�l� VI.County/Department Use Only �.A ro ¢� ❑Disapproved Permit Fee Date Issued Issuing Agent Signature ❑Owner Given Reason for Denial $ ����� S�"� i�-3 �ti�f 7G��w�-.. Conditions of ApprovaUReasons for Disapproval � � � s �, a`� ,.. . �.� nl �`� ,1� ��;.';t j•'.-� _ �, �,.,��'�� !i l �_, , � -'� � '&,.�s���� �11�,� �.,:r_:_.�.-= �f !S 0� ��GI ��� � _-.:� ` � . Chk# �� � c � . MAY 0 1 2023 �J �S i ��- os Y � ---�---� -- .. --- nr'',t+' °� - � —_---- — � S�WY�� i�• ' Attach to complete plans for the system and submit to the County only on paper not less than m sae ��S SBD-6398(R 03/22) ���� NO R�FUNDS AFTER 3 ��E o����T ��,�. a � g����, �o�. Ma�u� I ���. �.���.M� a oa7 It�Jex 3c'T'itle$lieel 4�vuer: ei SSC;� ��iJ'YYIS �L�� E'ioiectNauie&Svsleui"vpe• I�C-'� 55 � ��/'r✓L ��i��,� ��(���� �uiou• La�'C�`Z9["� S7- r�fw� � --__ �,eeal Descrintion: N %a 5� `/s� S-3� 7-3%-J� �-5=l�/ Townsliiu/GouutY• �Di.)/� D� �J��n��� — Su 4J�c�� �� Conlents: PAge 1 -�n��i� �'- T,`'�(e ����E"f Pnge2 �ci(1i�t/� }�C'fvn�t �P��iC�L�'�� Pnge3 1��f7� �Li'�� Pagc 4 ��n m P ��-tu Q G�r� PageS /11a�tu��/Yle�� ���✓I !'ege G Page 7 Pngc 8 1'age 9 AQaclimenls: �ro�er-cy Z�5��� � , PlumberlDesigner_�_��SigneJ: � Credentiel Number ��t%�!� ll�te: f�- f��—��� � �(�-� '},��a-� ��z�� ��saw�e�e���-� . �s ,�,�,�.s1 y ����,,..,\S� oy-I I�, w��� � � ����,4;� I��yY� . � �a�� � ��1..� ���n � 0 z . �,,�� ��eS�� �5�; �� �� � ��—�..� ���d Q����J�� �'•�t p1 I 3� ,� � � � a-� � ��,S��K� ��- ScN'iJ `� 7� I � (t�`6iJP I��.I!Er-=S+tny f�vnu ca,nb0 (Su��' � n TJ f7E �ZC/wJP�Q .y. CX'.St:n] . � T� p c ��°� �1�JJ� j -� O w�� � � I/ S c�c,[e 1-"=SO� --- — cJ—b`�`C(� ST H��� Z'c� Q��e � s � � Vm � � � � � Wastewater . _ - , . _ : .�.._.�t�=���,��=- - � METERS FEET 40 _.��__ _...�. ._ __ ._ . . . . _.._ -_---- -_. � e, _... . ._.. ...__ ,._. _ , ---_ ___... .- - _ � : — MODELS. _PE5'� __. _,_ . ,__ i _. .: _ -_� '_ _ . .. .; PE31, PE41, PE51 — — — _ . �_ _- ----- : — ; ; - '�- ` --- : _ �. ; _' _ ,_ ; HP. .33. .40, .50 — — — _. , 35 ` � . . ...--_. _�. _ __ _._.. _ :,._� � _.__, q�_.___.:_,�....,�___ __ __:___ _ �...._. . � �`-.-'-_.'-_-:.. __� .. --._ _.. . .. _ ..._ ---..- - "E'-"--. . '_..___ ....'k' '----- -__`_- -- ---�-,--: 10 _ , - __ _ : - � _= :_ _ �... '_ ._.: - - - -- - —_ :. .. _ —► 2 GPM :..-- , - �-- . ----.__ .._.; , -.- -- -------i , , , __ _ - -- _ _ -- - - . -PE4'� � 30 - - _ �._..�. :.�_�__. v � ._ 1 FT ' � � � , , - �.. __ _ ..-- , _ ._ _.. _ ,�r.._., - - - -i � Y ! � ' . . • - . .. — `._. 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" ' - ._�_ .__ .,.. _.�,.V...Y ,_. �. ..._ . .s � � � . _-- _. ..... . _ - _ , ._ � - - - - - - � _v . � ; { . .. _ _ , _ _ . . , _,__ - -_ _ - - - - - -- -- - - _ - _ ----_ . . . - , -: -- - - . _ _T � : . $ -� _ ---.. _.. _ --- - -�- - -,---�-�- - .. _ > :- ---- � -- �- --- - - _.. - _ - : � , 3 �-- _ _ .. - � � .__. ._ _� ._,._ _�,. .�_._, _._._ _ _.__ ._ _ . _ .��_ _�,:,,.�,.o_ ,_:._ _ _._.�. _ . .�, i, . �,Y�..�..:�F�, . .__.__ �_ � 0 10 20 30 40 50 60 70 GpM 80 �... � � ' 0 5 10 15 m3/h caPacinr PERFORMANCE RQTINGS PE31 PE41 PE51 Totai Head GPM Total Head GpM Total Head GPM (feet of water) (feet of water) (feet of water) 5 52 8 61 10 67 10 42 l0 57 15 59 75 29 15 46 20 50 20 16 20 33 ZS 39 25 0 25 16 30 26 35 8 P �� � � Effluent5 Center Connection Lateral Layout Daigram . FwaomNnaonnectfonviatwmoiorstomaNfoldatmypoiru. Lateralsa�eWemkal � �E p 5 � •=Turn-uDRibellveNear I(-X--1IEa/2 I a/2�l Lalwals6(orcomau�olPVCSoh10 olennoutplup pb COMM TaMe 8{.30-5 hroks dnuea o�the eonom a arc wterat Number OF Laterals 4 Orifice Diameler 0.125 in Lateral Diameter 1.50 in Orifice Spacing(X) 1.99 fl Lateral Length(P) 38.82 H OriBces per Lateral 19 Laterel Spacing(S) 3.00 fl Orifice Densily 5.92 fl�/orifice Laleral Flow Rale 7.83 gpm Manifold Lenglh 3.00 ft System Flow Rate 31.31 gpm Manifold Diameter 1.50 in Total Dynamfc Head 25.50 fl Forcemain Velocity 5.88 N/sec Dose Tank Information Lockinncarerwilhwarnirta label and Iceki�device and � Sealed walerlighl Elecfrkal es per NEC 300 aiM -► Comm 1828 WAC DFsconneet �4 in.min. � �� Tenk compo�mnt Is properly veMeA �•��Aftemale oullet tocalion Forcemaln dlameler Skaw Manufacturer � 1.5 in. Ca acit 800.00 Galions Volume 18.23 gal/inch A weep hde or anti- Dimension Inches Gallons 8 stphon deNce A 23.31 378.32 B 2.00 32.48 � f Pump ofl elevallo�(n) C 5.66 91.84 � 87.60 D 8.00 97.38 p Total 38.97 600.00 D�nk etevalron(n) 3"8edding un er tank. 87.30 Aiartn Manuafacturer Tank Alert Alarm Model Number 1D1 Pump Manufaclurer Goulds --] Pump Model Number PE51 Pump Must Deliver 31.31 gpm at 25.50 ft TDH ProJect: Beissel's Mt. Paae 4 of 9 Mound and Pressure Distribution Component Design Design Worksheei Site Infortnatlon (r or c) r Residenfial or Commercial Uesign Nde Sand fiU(0)catculations essume» 300.00 Estimated Wastewater Flow(gpd) Teble 83-44-31n-silu soil lreatmenl for lecel cdifortn ot c=35 inches. 1.50 Peaking Factor(e.g. 1.5= 150%) 450.00 Design Flow(gpd) 8.10 Site Slope(%) 96.30 Co�tour Line Elevation(ft) 78.00 Depth to Limiting Faclor(in) 0.60 In-silu Soil Application Rate(gpolft2) DletHbution Cell InfortnaUon 75.00 Dispersal Cell Lenglh Along Contour(ft) = 6.00 Cell Width(fq 1.00 Dispersal Cell Design Loading Rate(gpolfl�) 1 Influent Wasteviraler Quality (1 or 2) Are Ihe laterals the highest oint in the distribution � Y � Presaure Disribution InfortnaUon network? Enler Y or N (c or e) c Center or End Manitold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.125 Orifice Diameter(in)(e.g. 0.25) 1.90 mat O�i4ce SpaGng (N) = 5.92 ft�lorifice 1.50 Forcemain Diameter(in) 100.00 Forcemain Lengih(Ft) Does the forcemain drain back? OY 87.30 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 9.18 Forcemain Drainback (gal) 10.50 VeAical LiR (ft) 87.58 5x Void Volume(gai) 8.50 Friction loss(ft) 78.73 Minimum Dose Volume(gal) 25.50 Total Dynamic Head (ft) 31.31 System Demand (gpm) Lateral Diameter Selecdon Manifold Dfameter SelecGoa in. dia. o tions choice in. dia. o tions choice 0.75 1.25 z 1.00 x 1.50 x x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/lnch Calculator(oplional) Treatment Tank Informatlon 1039.00 Total Tank Capacity (gal) 1000.00 Se Uc Tank Capacity (gal) 42.00 Total Working Liquid Depth (in) Skaw Manufacturer 24.74 gallin (enter result in cell 649) Dose Ta�k Informadon Effluent Fiker Intorniation 800.00 Dose Tank Capacity (gal) Biotube Filter Manutacturer 18.23 Dose Tank Volume(gaUin) FT0822-14B Filter Model Number Skaw Manufacturer Project Befssel's Mt. Page 2 of 9 Mound Management Plan IMPORTANT: The owner of this mound system shail be responsible tor its perpetual operation and maiMenance pursuant to requirements of SPS 382-384,Wisc. Admin. Code. Pursuant to SPS 383.52(2),Wisc. Admin.Code,this system shall be considered a human health hazard if not maintained in accordance with this approved managemeM plan. Furthermore, all inspection and maintenance ac[ivities shail be performed by a registered POWTS Mainfainer in accordance with SPS 383.52(3),Wisc.Admin. Code. Maximum Disaersal Area Oceratina Limits: Design Flow= �'�SU gpd; gODs�220 mgL''; TSS<_150 mgL''; FOG <_30 mgL"' Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors(r.e.odors, user complaints, etc.) o mechanical malfunctlon (i.e., pumps,valves, switches,floats, etc.) o material fatigue(i.e.,leaks,breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s)and any distribution appurtenance(s) (i.e.,distribu5on/drop boxes) o neglect or improper use(i.e., exceeding design capacitles, prohibited activities, etc.) o exterrt ot ponding in distributlon celi prior to dosing o dosing irregulariUes(i.e., pump re-cyding,float switch settings, etc.) o electrical components(i.e.,wiring,connections, switches, controls,timers, alarms, eic.) o distributlon lateral or lateral orifice plugging (measure lateral distal pressure-compare to design specitication) o surface discharge of effluent or sewage back-up into strudure served Maintenance Checklist MAINTAIN EVERY 3 YEARS(or when necessary) o Sentic and dose tank(sl shall be pumped by a certified septage servicing operator licensed under s. 281.48 W is. Stats.when the volume of solids in the tank(s)exceeds onethird(1/3)the Iiquid volume of the tank(s)or as required by local ordinance. Disposai of contents shall be pursuant to NR 113,Wisc. Admin.Code. , o Effluent filter(sl shall be inspected every 3 y�rs and shall be deaned when necessary ro remove any accumulated solids according to manufacturer's specifications. A serviang period will always be greater than 12 months. o DisUibution laterals shall be flushed once every 3 years or when necessary. System maintenance reports shall be submitted to the proper local govemment unit in accordance with SPS 383.55 Wisc.Admin. Code. Report any eomponent failure or malfunctlon to: Name of individuai orcompany: ����/��T��'a\ d-5��%15 E�C IL Phone: 7/S-���-��5�/�Z �ocal govemment unit: S�c�,.��'-- C��u2� �un�n Phone: 7�r- �a�� Local government unit address:�O(v/0 �1H%n �7'Z , Scc�'Fe�`� ��k/2-� z�P: S<<tSy3 Any defective part of this system shall be repaired, replaced,or removed pursuant to SPS 383.51 (t),Wisc.Admin. Code. Repair or replacement oi failed or maifunctioning components shall compiy with SPS 383,Wisc.Admin. Code. No product for chemicai or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384,Wisc.Admin.Code. Continaencv Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be repiaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed mound dispersal component may be re-constructed within the originally approved area after removal of all failed components. Svstem Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33,Wisc. Admin.Code. P�se s 4/27/23,229 PM Novus-Wisconsin Access rev. 13.1108 Real Estate Sawyer County Property Listing Property Status: Current Today's Date: 4/27/2023 Created On: 2/6/2007 7:55:59 AM �'Oescription Updated:4/3/2023 � Ownership Updated: 4/3/2023 Tax ID: 35555 BEISSEL FARMS LLC WINTER WI PIN: 57-032-2-39-OS-31-4 02-000-000050 Legacy PIN: 032539314205 Billing Address: Mailing Address: Map ID: .14.5 BEISSEL FARMS LlC BEISSEL FARMS LLC Municipaliry: (032)TOWN OF WINTER W6663 STATE HWY 70 W6663 STATE HWY 70 STR: S31 T39N ROSW WINTER WI54896 WINTER WI54896 Description: PRT Nl/2 SE LOT 1 CSM 21/210#6031 Recorded Acres: 5.000 � Site Address * indicates Private Road Lottery Claims: 1 6996W STATE HWY 70 WINTER 54896 first Dollar: Yes Zoning: (A-1)Agricultuml One ,._j property Assessment Updated: 10/10/2016 ESN: 426 2023 Assessment Detail Code Acres Land Imp. 3 Tax Districts Updated: 2/6/2007 G1-RESIDENTIAL 5.000 12,500 91,100 1 SWte of Wisconsin 57 SawyerCounty Z_YearComparison 2022 2023 Change 032 Town of Winter ��d: 12,500 12,500 0.0% 576615 Winter School Distric[ Improved: 91,100 91,100 0.0°h 001700 Technical College Total: 103,600 103,600 0.0% .� Recorded Documents Updated: 7/ZS/2022 � � QUIT CLAIM DEED L!J property History Date Rxorded: 3/22/2023 �3798 N/A O CORRECTIONINSTRUMENT Date Recorded: il/3/2014 393030 � CONVEYANCE RECORDED NOT USED Date Recorded: 9/18/2014 392286 O CERRFIED SURVEY MAP Date Recorded: 12/13/1999 281381 0 WARRANTY DEED Date Recorded: 11/1/1999 Z80517 https:lltas.sawyercountygov.org/Access/master.asp ��� v.��' 1`' � _ � k 18 � . y�, •,�5,� - �:l � �:_;� ��r, � . � . � � - L r,� �ill �I ¢B •; s ,7� C +:r� � `�+`'a Y"��� � �) .f�y�4`.v� ;w}f���'l�" r� , '�y 4��,' .���� � tb a� a � `gh n��L���� �'1�V 2 F F � c!ifi, �� ����''�'� � • � �.Gw �4 -. 1�,� s'.�5R'�+�"'�' •_�1 �` -y. t�/�, f h?4 i�i �'p�a� ��.i. 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