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Home My WebLink About012-740-14-2414-SAN-2023-057 � ;�"r""°'`-".�i;; Industry Services Division County � `•-'�� 4822 Madison Yards Way Sawyer � ,�;�;, -��',�S ��.' Madison,WI 53705 Sanitary Permit Number(to be filled in by � � � � , Pj • P.O.Box 7302 Q� �,;{:y�`_ :�r�� Madison,WI 53707 �sy � �'� 5 �S vJ ..,�,:�,, Statc Transaction Number � � Sanitary Permit Application pWTS-032300340-C � In accordance with SPS 3832](2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit � is required prior to obtaining a sanitary permit Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing� the DcpartmencofSafety and Professional Sen�ices.Personal information��ou provide may be used for secondaq� �� t �W �� purposcs in accordancc��ith the Pri��ac��I_a��,s_ 15.0�3(I)(m)_Stats. y y I.Application Information-Pleasc Print All Information Properiy Owner's Name Parcel# �� Pinewood Properties, LLC 014-740-14 2407 420 (a� & 4oa Property Owner's Mailing Address Property Location 15437 County Road B �_ City,State 7.ip Code Phone Number �11E �� Hayward, WI 54843 �-'',NW '', Se�t;°° '4 II.Typc of Building(check all that apply) Lot� � T 40 N R �� E or W �I or2l�amilyDwclling-Numberofl3edrooms Subdivis�onName �� Campground B�ock# �Public/Commercial-Describe Use � �City of ❑State Owmed-Describe Use CSM Number ❑Village of �, lY3 ��7(o OTowr,or Hunter b� III.Type of PO�VTS Permit:(Check either"New"or"ReplacemenY'and other applicable on line A. Check one box on line B.Complete line C if a licable.) '�' New S stem Re lacement S stem �ther Modi�ication to Eaistin�S stem ex ldm [ldditional Pretreatment Unit ex lain �✓ y � P Y €. Y � p" ) ❑ � P ) B' �Holding Tank �In-Ground �At-Grade �Mound ❑Individual Site Design Other'Cypc(explain) (conventional) C. �Renewal Bcforc �Revision �Change of Plumber �I�ransfer to New O�a�ner��st Previous Permit Number and Date Issued F.xpiration �'�/ '7�i'7s� �9 r��°oI�� 1V.DispersaVTreatment Area and Tank Information: Design I�lo��(gpd) Design Soil Application Rate(gpd/sQ Dispersal Area Required(s� Dispersal Area Proposcd(s� System Elevation 4485 0.7 6407 6424 93.00 Capacity in Total #of Manufacturer P? Tank lnformation Gallons Gallons Units � � U a„ N � New Tanks E�sting Tanks � o ?? � Y � �a c`"s a U v: v, cn u. C7 0.. Seprioortioid;��7a„k p500/2000I2000/2500/1000 10�000 5 WIESERCONCRETE ✓ � DosingchamUer �250/2000/1250/600 5100 4 WIESERCONCRETE �/ � Q � V.Responsibility Statement-1,the undersigned,assume ponsibility for'nstallafion of the POWTS shown on the attached plans. Plumber's Name(Print) Plumb�' ignature MP/NIPRS Number Business Phone Number Travis Butterfield 652879 715-634-8176 Plumber's Address(Strcct,City,State,lip Code) 14346W St. Rd. 77, Hayward, WI 54843 Vl.County/Department Use Only � �� ❑Disapproved Pennit Fee Date Issued Issui�Agent Signature ❑Owner Given Reason for Denial $ I�-� � ' �� `� � � ��`/��1 " v�R Conditions of Approval/Reasons for Disapproval _ �� ►� �� ,� 3 � � _ , F. � i )r�),� J �� ` �;l , � -3 ; ��-'- �.i. ;:: ,.�..., _. ..,. ,. .,,.�..._:..... .<... ,a._ ._. r i� '�it"� � �__. � , r ��k# a s� 3 ' ;��,� ��AR � � ��3 � CS� �3 - C r�� . 4� ,�,33 _ -- - , �' �,�� <<�;�� Attach to complete plans for the system and submi[to the County only on paper not Iess than 8 1/f�X il in�ches in size � �5 �� ssD-639s�x.oziz2� NO R�FJP:DS AFTER ISSUE OF P�RMIT `i��_�u i C<<(\ Wisconsin Department oY Safety and Professional Services /j � �:� Phone: 608-266-2112 Division oflndustry Scrvices �� / � `,',\ Web: htt�://ds� ��i.sov 4822 Madison Yards Way �,( � � Email: dsps�ii��iscon,in.eo�� PO Box 7302 �, �� pS ��] Madison, wl 53707 '!;; � ; Tony Evers, Governor \ `_. . :`�:;� ' ' Dan Hereth, Secreta kr��.i�i��%` � � �' March 22, 2023 Conditional/y APPROVED CONDITIONAL APPROVAL DEP�i'. OF SAFETY AND PROFESSIONAL SERVICES DIVISIQN OF INDUSTRY SERVICES PLAN APPROVAL EXPIRES: 2025-3-22 Plan Review: PWTS-032300340-C �� ,��,/„ ,�,�. Travis ButterField 14346 W State Road 77 SEE CORRESPONDFNCE Hayward, WI SITE: Pinewood Properties LLC 15437 County Road B Sawyer County Town of Hunter SE % NW % S14T40R7W FOR: Description: 4,485 GPD — 120" to limiting factor — In-Ground Soil Absorption Component Manual 5/22- � Effluent Filter - Maintenance required — 5/27 i NO DUMPSTATION Pressure Distribution Component Manual — Ver. 2. 1 (May 2022-2027) 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. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • If using the existing septic tank, it must be inspected for watertightness and structural soundness, size and baffles, and must be brought into conformance with the requirements of ch. SPS 383, Wis. Adm. Code. • 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. • 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 explainingthat periodic cleaning of the filter is required. • A copv of the approved plans specifications and this letter shall be on-site durin�construction and oqen to insqection bv authorized representatives of the Department,which mav include local inspectors. Owner Responsibilities • The current owner,and each subsequent owner,shall receive a copy of this letter.Owners shall also receive a copy of the appropriate operation and maintenance manual(s)and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s.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 owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes.Reports shall be submitted at intervals appropriate forthe component(s)utilized in the POWTS. 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 mmpliance.As per state stats 10112(2�,nothing in this review shall relieve the designer of the responsibility for designing a safe building structure,or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation,operation or maintenance of the POWTS. Sincerely, J�a��►,r�/2o�ul�y Joshua Rowley POWTS Plan Reviewer,Division of Industry Services (715)6345124 ioshua.rowleV@W�sconsin.gov Conditions of Approval 05/17/2023 1) Existing dump station to be removed prior to completion of POWTS installation for PWTS- 032300340-C 2) POWTS design approved for 73 campsites, even though only 71 camp sites were approved per CUP 21-013 Eiic We//aue� County Sanitarian Sawyer County Zoning and Conservation 10610 Main Street, Suite 49 Hayward, WI 54843 Phone (715) 634-8288 Fax (715) 6383277 sanitarian(�a sawvercountv4ov.orq � � � PAGE 1 OF 5 � In-Grouncl Dosed-Gravity Plan � Index & Cover �hee# Component Manual Design References: In-Ground Soil Absorption for POUVTS Version 2.1 (May 2022-2027) t Pg 1 of 5 Index & Cover Sheet � Pg 2 of 5 (a0. • ab� Piot Plan '� Pg 3 of 5 Dispersal Area Cross-Section & Plan View � Pg 4 Of 5 �ya�yb�`��yd� Pump Tank Specifications � Pg 5 of 5 Management Plan � l Attachments: Enclosures: � Pump Curve POWTS Application for Review � Sizing Calculations Soil Evaluation Report & Site Map � 3 Tank Cross Sections � � � ?, Project Name ! Description � Pinewood Properties LLC - Sisko's Campground - County Hwy CC :; Owner Name(s): Pinewood Properties LLC Phone: - - Owner Address: 15437 County Hwy B ; Hayward, WI Z�p: 54843 � , � Project Address: 8677N County Hwy CC Govt. Lot: SE _1/4 of NW 1/4, Section 14 � T 40 N-R 07 E ❑or W❑✓ Township: Hunter County: Sawyer Project Parcel ID #- 014-740-14 2407, 4204, 4214 & 2404 Designer Information Designer Name: Travis Butterfield Phone: 71� _634 _8176 E Designer Address: 14345W State Road 77; Hayward, WI Z��; 54843 � E-mail: office@butterfielddrilling.com This space reserved fo - approt�al stamp. s Conditional�y � License Number: 652g79 APPROVED � DEPT. OF SAFETY AND PROFESSIONAL ` i Remarks: SERVICES DIVISION OF INDUSTRY SERVICES �.�.� ��' SEECORRESPONDENCE Signature: Date: 3 ' 3� o� 3 Original signature required on each submitted copy. ¢ � � . . 1 � . r ,� � � ` ��-� Ge,�E�� s �TE Pc.�� - �vo� ro scacc: � � a �5 � .SCFiI� 1 N ''(3LOw u� " a � QQ� 3vat3�.�'S = 1 � y O � Q � � \ �y� L�e�sr 7y� � 4`e r Q� �.�'`� '� � � —'�a s�p �� b..��",`��``, o �u aS sct e p � n ,a"�. �b5(,A�D ►- P \ Q sx�.a � �� ,� ;,. a Nof��§ �. 5 i= SeP�-:c. '!'a.�K 1 � y � , txPAnS510�1 � t'i= �v,�.� �sa�K � (4s(�<rc�Gtleral � � Pl�w+b;..� plan� / V yo •�o � � �� ,��p'� f�A, .��Q'�'�`�� n�� , ' `'r e f° y�@ � �� e , ��.�- ` s�S�M,� / ��,P6 / P1 v o � Will be below frost 200' will _ � f ° 4*``~.�-""'� � � �1�cr� t � �,, � ,e� � drain back to pum #ank a•� f-�� kti� /- - ��,a��` „��"" Y �i 1 ` a �o.� � ` � ,� y,+. c � �'� � / a r--^ --� � / ; � p c�S '�Oo � ` o0 54 �c� '�� o 5 �r _ a o �-0 a� �? � � E 43 r. --. a o Q�c 4�� Q�7 �� . � Q �a ; G�AtT(1A l. o �u`�2 �sY,� - F�c.,xaz-rrES l , y � �� `; - � ° da��j�� I � 'a� Force mai�from � C4S �t Erttn►� � � �� p�A^` � �7,ec�' o ` site B will � � a � n discharge into H„�FR,°�' ` pump tank \ s�lt D y` / / ` .� � � � 00. = � � � � � � f�11 a�' 3=oc--ce rla:n ��'Z'T� � 2 ,`a f s �;reck�c�..l I Dr:)le�l �ca �i��' - y �^ �„��, `\ ��1 y P�< • S� ��, ^q�S�o,V 1 �b, W �e �,�� 3gd� � / ��aFr�j Sys�s.,s Eiv� G�v,!-n,.) ��+e.1f:� yl"' -.. � �> �a;i:�:es,h Sac,Y�. C,b•�n aMc i-a C�g,�r�S `' �� q5 �I�P'�'^ - ��a - b� pr�jeTl. 4bar►ljar.t�1 (ay �� f ! p. �I�:IAe�I hr�r wa�trl:l+2s �� sy9k.,r+ 4re.as �P�a�� v arc �ob�,aeafeca�-ed asne�et.sct+�/ o t-o mv:n}-a:n SC4b4.cic �`c.qv:+tr-wa5 �� O wI��e9�kCa-►�rcks �t-e �i.e,fa la �.erne fZ:�t n,4�e b y °� d�c wl l�dlylo(� ��S �','��,-s ��G o�G� a� s _ I G/L G(a� 1Z.G�.W• Gc��,h,�i�r' �a� � , c c �, I �3� �� .au P°�� P 1 SC � � L-: = l : SU � se 'l�, �fw'�� 56c. ,w � -r�n ,v, i�o-r �..s � 7'uwW oF ►dun�7Ef� ' ; Sl�WY6R GnuNT`t 1 � f'c1. ol�. 'Yk+D- 1�1 a�J07 ? i 1 Ap z F�� A�+s-�;%'�^eelta,spaeed ?3 Ff � 4�drt� con3a:n�ng c. -}o�al 04 � 3,0 O�itk9 Plu� Che..+Lc�sw,a`� i � '-t s c la rsf e rds (�b x y� a ; 1 2" Forcemain to 3" or 4" header. Rock will be B3 installed in a portion of each trench to cut dowr on soil washing or eroding from the dose cycles. Supplied splash plates are likely insufficient. 1 I - t3Ni� NlatL wr R+�gor+ +N l8" SPRvCC � E L � J P, Tt ar.sS ` { I3H 1 c� (9 . O O f� i3� 9 -1 , c� o f f � �a `t S. � � F� 33 q "1. c� � F-� � LAK� } 7 a, r�o �t Qa � 1�a A .� e1,��rft,�`6�A+rerf, - � StYF. L' o,'',a tP �� 5° ��. �y aa. 'tn LAK$ � ' �c�e�b � S IN-GROUND QOSED-GI�AVI�TY DISPERSAL A�EA Uniform Elevation Trenches with Quick4 Sfiandard-W Chambers 3-ft Trench �down-sizing credit) � —min.12" SOIL COVER ctm�� TYPICAL TRENCH ,z" CROSS SECTION VIEW min,trench (No Scafe) depth . (typlcal) •: , ' . . .a.. • . •• ' . .d �a r �ryp�� '"� � � ' ' Provide minimum 3 ft n °• • d a � ' separation between trenches. System Elevation = 93.00 ft (typical) Quick4 Standard-W w/End Cap (Show location of(nlet/outlet pipe connection on plan view.) Obse(�pion>Ipe (typical) installpermanufacturers NPICAL TRENCa-1 �Instructions. p�N U�Ew ��=�Vl� �f — �'/� - - _ - - _ _ � —_ — i �py�' ,�� tIVOSCa�B� I I �'��(,�� ,�� y JF 4 1 i��l.��,�,.1��51�'1�'� � ,,t��i� ��,lf�;�,,,��lf � � �,(��; , `�:�� I��L��J��l��l��[�1�1�'1,�� A= 3.Oft �r.,�a,�mC,uL�`�'�= _��`—— — — —��— — — — — — — — ��— — — — — `��`��t'�'��'.�k��g� �tYpicai) �-" B = 323 ft �� G� {typical) Quick4 Standard-W Chamber m I NSTALL PER TRENCH: «'p"�� ,,? (mfd by Infiltrator5ystems,inc.) $� - 1600 Instali pursuant to manufacturer's instcuctions. Q Quick4 Std-W @ 20 f�EISA/chamber— ft2 -�-� + � Pairs of end caps @ 6 ft2 EISA/pair= 6 ft2 � =Proposed EfSA per trench= 1606 {{2 Required lnfiltration Area= 6407 .�� Distribution Method: x 4 trenches = Proposed Totaf EISA= 6424 ftz branched manifold .;� ''5��,. ,� PAGE40F5 C�RAVITY-DOSED 0. � SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) � 4"H VentPipe � >10 ft fiom Building Electrical must comply with { 12"Min.or2.0 ft above SPS 316 and NEC 300 Estabiished Flood Elevation Extend manhole riser as necessary. �tyPi�� Weatherproof � PP Junc6on Box A roved qpproved Locking Manhole i IMPORTANT: Vent Cap with Waming Labe1 Attached ? Anchor tank(s}as necessary (typical) i pursuant to SPS 383.43(8)(g) ---co�,a�� 4"Min.or2.0 ft above Established Flood Elevation { ' (�YPical) ; �Ai�ight Seal � � Flnished Grade � � _ quick Disconnect I e a'_ 98"Min. � CAPACITIES @ 26.81 gal�n `<• � . � ..�� «`P�`a�� , -� ; _ • . I # Depth(in) Volume(gai) � � � A 27.0 723.87 *� w�P '��-Approved Jolnts wilh � Hole Appmved Pipe 3 ft onto ^; � 2.� 53.62 q Solid Gmund � ' ��YPi�) :. �C� 9.0 241.29 � i ` ; _Alarm D 9.0 249.29 B —o� � �� PUMP-�FF � � 47 P�mp _Off a ELEVATION = 80•75 ft r Pump Tank Liquid Leve1 = in � �� INSIDE BOTfOM I� Force Main Diameter= 2 in D Concrete �- �. eio�k EIEVATION= $0.00 ft . - , a _�_. Force Main Length = 5�= 3"Approved Bedding Materiai Beneath Tank Force Main Void Volume = 88,02 gal - i [C)Total Dose Volume (TDV) = 241.29 gaUdose S��E /� -- Nb(�'��1 EnPP�Ns J pN F (<0.2X design flow+force main void voiume) Vertical Lift= 13,25 ft � PUMP TANK: SEPTIC TANK(S}: Volume= 1260.07 gal Total Volume= 2500 ga1 Manufacturer: Wieser Concrete Manufacturer(s): Wieser Concrete Pump Manufacturer: Liberty lnstali approved effluent fi(ter at the septic tank outlet Pump Model: 283 (Seealtached pump curve.) immediatel r�upstream of the pump tank inlet. Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer: Polylok Controls/Alarm Model: PS Patrol = Filter Model: 625 " Float switches containinq mercur r�are prohibited. PAGE 4 OF 5 GRAVITY-DOSED 1° � SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 4"0 VentPipe >10 ft from Building Electrical must compty with 12"Min.or2.0 ft above SPS 316 and NEC 3D0 Estabifshed Flood Elevation Weatherpfoof ��end menhole riser as neoessary. �tyP�� JuncUon Box Approved Approved Locking Manhole IMPORTANT: Vent Cap with Waming Label Attached Anchor tank(s)as necessary � (�ypi��) pursuant to SPS 383.43(8)(g) �Conduit a°Min.or 2.0 R a6ove Esta6lished Flood Elevation (typical) �Airtighl Seaf � �/ �I� Flnlshed Grade + _ -QuickDisconnect I e a• 18"Min. CAPACITIES @ 42.92 gaUin `:� � _ e . .�� cryP��1 � . � . . � Depth(in) Volume(gal) � A 2Q.� 1244.68 �� Wesp •�Approved Jolnts wilh Hole Approved Pipe 3 fl onlo B 2.0 85.84 q Solld Ground � �hJPiwl) s CvJ 7.� 300.44 � � _Alarm � D 9.0 386.28 �B ; _o� �� c) � PUMP-OFF � * q.7 � P�mP _Qif a ELEVATION = 86,7� ft Pump Tank Liquid Level = in ,�� Force Main Diameter= 2 in D Concrete INSIDE BOTTOM �� 810� ELEVATION = $6.00 � � - - - �� Force Main Length = 2�� f� 3"Approved Bedding Material Beneath Tank �- Force Main Void Volume� 34.23 ga� s�" � C 3 � "'- CCNTczAC. FACT L � Tz�,s [C]Total Dose Volume (TDV)= 300.44 gal/dose Force main will be longer,there will be drain back from roughly 210', the balance will drain to C pump tank {<0.2X design flow+force main void votume) Vertical Lift= 8'25 ft PUMP TANK: SEPTIC TANK(S): Volume= 2017.24 gal Total Volume = 4000 gal (aa�o+ a«�c� Manufacturer: Wieser Concrete Manufacturer{s): Wieser Concrete � Pump Manufacturer: Liberty � (nstall approved effiluent fllter at the septic tank outlet Pump Model: 283 immediatety upstream of the pump tank inlet. (See attached pump curve.) Controls/Alarm Manufacturer: SJE Rhombus Filter Manuf�cturer: Polylok ControlslAlarm Model: PS Patrol Filter Model: 625 Float switches containing mercury are prohibited. � � � i � PAGE40F5 � c ; ��vi�rv-�os�o — � SEPTIC / PUMP TANK SPECIFICATIONS � (No Scale} � 4"0 Venl Pipe � >10 ft trom � Building Eleclrical must comply with � 12"Min.or 2.0 ft above SPS 316 and NEC 300 Established Flood ElevaUon Extend manhole riseras necessary. �ryP��) Weatherproof Approved Junction Box � Vent Cap AAProved Locking Manhole IMPORTANT: with Waming Label Auached � Anchor tank(s)as necessary (rypical) ; —�—Conduil � puYsuant t0 5PS 383.43(8)(g) 4"Min.or 2.0 ft above � Establlshed Flood Elevation � �tYPlcal) i �AirUght Seal ' i Finished Grade � - Quick Disconnect o a. 18"Mln. CAPACITIES @ 26.89 gaUin �a� � � � .... ctyP'�� s a . . I 3 Depth(in) Volume(gal) � i � A 18.0 482.58 * 1 Weep •�Approved Jolnts with Hole Approved Pipe 3 ft onto B 2.� 53.62 q Solid Gmund (�yai�q [C� 18.0 482.58 � � ; _Alarm l D 9.0 241.29 B _o� � � �� PUMP-OFF � �Pump Tank Liquid Level = 47 in T Pump —� ^ ELEVATION = 79•75 ft �_" i � �� Force Main Diameter= 2 �� D Concreie INSIDE BOTTOM - B��k ELEVATION = 79•�� ft � � � � -- Force Main Length = 1400 � 3"Approved Bedding Material Beneath Tank a Force Main Void Volume= 228•2� gal � �v P�� s back 33 gallons cJ� -j-E � -' IC]Total Dose Volume TDV = 482.58 gal/dose S v�;H Cn PP�IvS t O�1 (<02X design flow+force main void volume) Force Main will be below frost, about 200'will drain back here as well. - Vertical Lift= ��'25 ft PUMP TANK: ' SEPTIC TANK(S}: Volume= 1260.07 gal Total Volume = 2�� gal Manufacturer: Wieser Concrete Manufacturer s : Wieser Concrete O Pump Manufacturer. Liberty instali approved ef�uent filter at the septic tank outiet Pump Model: 283 immediatel u stream of the um tank Inlet (See atteched pump curve.) � p p p Controls/Alarm Manufacturer. SJE Rhombus Filter Manufacturer: Polylok '- Controls/Alarm Mode1: EZ Single Phase Duplex � Filter Model: 625 Float switches containing mercury are prohiblted �AGE 4 OF 5 GRAVI�Y-DOSED � --� SEPTIC I PUMP TANK SPECIFICATIONS (No �cale) i 4"DJ Ven!Pipe >10ftirom � Building Electrical musl comply with 12"Min.or 2.0 ft above SPS 316 and NEC 30D Establlshed Flood Elevation Weatherproof �end manhole riser as necessary. �tyP�� Junclion Box Approved (MPORTANT: Vent Cap �vi(h V�/am1 g albel Attached (tyPiral) Anchor tank(s)as necessary --conduit pursuant to SPS 383.43(8)(g) 4"Min.or 2.o it above Eslabllshed Flood Bevation � • ' • ' (tYPical) �AirUghl Seal \I/ Finished Grade � - —�uick Disconnec! 18"Mln. CAPACiTIES @ 11.82 gal/in �:: � • a .... . ° °� � • 9 (typlcal) �— - q . . i Depth(in) Volume(gal) /� 29.� 342.78 *� Weep ��ApprovedJolnts�vilh Hole Approved Pipe 3 it onto B 2.� 23.64 p Solfd Gmund [C] 11.0 130.02 1 � I (`YPI�I) J-1— � _Alarm D 9.0 1 Q6.38 B _o� � [c� PUMP-OFF * 5� � PumP —� ELEVATION = 76.75 {t Pump Tank Liquid Level = in — �� ° INSIDE BOTTOM � Force Main Diameter=_�in �B10 k 76.00 , . . , ELEVATION = ft � . .� . . .. .. . - . e .. �� Force Main Length = 295 ft 3"Approved Bedding Material Beneath Tank � —_— 3 3dcr�. - S o u-r,-� C A Q�t�I , Force Main Void Volume = 48•09 gal � �— ( S s.TE 4� � � [C]Totai Dose Volume TDV = 130.02 j gal/dose � (<D.2X design flow t force main void volume) � � � Vertical Lift= 7.25 ft � CoN. 00 �A �k ; � � PUMP TANK: SEPTIC TANK(S): '' Volume= 602.82 gal Total Volume = 9000 gal _ Manufacturer: Wieser Concrete Manufacturer(s): Wieser Concrete Pump Manufacturer. Liberty � Install approved effluent ftlter at the septic tank outlet Pump Model; 283 (See attached pump curve.) immediately upstream of the pump tank inlet. Controls/Alarm Manufacturer. SJE Rhombus Filter Manuf�acturer: Pofylok Controls/Alarm Model: PS Patrol Filter Model: 625 Float switches containing mercury are prohibited ` � . � � PAGES OF S In�ground Dosed-C�ravity Managemeni Plan IMPORTANT: i he owner of this in-ground dosed-gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384,Wisc_Admin. Code_ Pursuant fo SPS 383.52(2),Wisc.Admin.Code,this � system shail be considered a human health hazard if not maintained in accordance with thfs approved management plan. Furthermore,all inspection and maintenance activities shall be performed by a registered POWTS IVlaintainer in � accordance with SPS 383_52{3),Wisc.Admin. Code. � � � Maximum Dispersal Area Opera�inq Limits: � I Design Flow= 4455 gpd; �ODS_<220 rrrgL"'; TSS 5 95Q mgL"'; FOG_<30 mgL"' � � Inspection Checkiist IMSPECT EVERY 3 YEARS � o type of use ° o age of system � o nuisance factors(i.e.odors, user complainfs, etc.) � o mechanical malfunction(i.e., pumps,valves, switches,floats, etc.) ' o material fatigue(i.e.,leaks, breaks,corrosion, etc.) i o so�ids volume in anaerobic freafinent tank(s)and any distribution appurtenance(s)(i.e.,dishibution/drop boxes) o neglect or improper use(I e.,exceeding design capacities, prohibited activities, etc.} ; o exfent of ponding in distribution cell prior to dosing � o dosing irregularities-if applicable{i_e.,pump re-cycling,float switch settings,etc.j � o electrical components-if applicable(i.e.,wiring, connections, switches, controls,timers,atarms, etc.) j o distribution lateral or lateral orifice plugging (measure lateral distal pressure—compare to design specification) ; o surface discharge of effluent or sewage 6ack-up into structure served i� � Maintenance Checklist MAINTAtN EVERY 3 YEARS(or when necessary) � o Septic and dose tank(s)shall be pumped by a certified septage servicing operator licensed under s.281.48 Wis. - Stats.when the volume of solids in the tank(s)exceeds one-third(113)the liquid volume of the tank{s)or - as required by local ordinance. Disposaf of contents shall be pursuant to NR 113,Wisc.Admin_Code. ` o Effluent filter{s)shafl be inspected every 3 years and shall be cleaned when necessary to remove any accumulated salids accordfng to manufacture�'s specifications. A servicing period will always be greater fhan 12 months. Sysfem mainfenance reports shail be submifted to the proper local government un(t in accordance with SPS 383.55 Wisc.Admin.Code. Report any component failure or malfunction to: Name of individual or company: B��et'�I@ICI IfIC Phone: 715-634-8�76 �o�ai gov�.�,n.,e„t,,,,;t: Sawyer Counijr Zoning & Conservation Phone: 7�5-634-8288 - �oca�government unit address: �06�10 Main Street, Suite 49; Nayward, WI Z�P: 54843 Any defective part of this system shall be repaired, replaced, or I'emoved pursuant to SPS 383.51 (9),Wisc.Admin. Code. Repair or repfacement of failed or malfunctioning components shall comp(y with SPS 383,Wisc.Admin.Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department In accordance with SPS 384,Wisc.Admin.Code. Continqencv Plan In the event that anyfailed treatment component ofthis POW1'S cannot be repaired,it shall be replaced pursuant to " a ptan submitted to the appropriate agency fior review and approva(. A failed in-ground dlspersal componerrt may be abandoned and replaced by a code-complying dispersal companent in a pre-determined area of suitable soils. Svstem Abandonment If use of this POWTS is discontinued,it shall be abandoned in accordance with SPS 383.33,Wisc.Admin. Code. s' �¢ t_4? . 1.1I�� P�cro s° ,,� , �- � _ � � , .4 . � � i .' . - , , �y\ � � . � `J� � s ' A S • � � e � LITERS PER MINUTE � 0 50 100 150 200 250 40 , , 12 � t __ � � 10 � � 30 � � � � B � i � a ; w � LL W I Z Z w 20 6 � i _ _ � J J l O F i F. O � i S� r� G - /y,�S 51TE,jt - �3.a� 4 � 10 5 f'rC f3 - $„ag' S,rE D - 7,a5 z 0 0 0 10 20 30 40 50 60 70 K aS ( ALLONS pER MINUTE A11 Fevr It��e� 280_Pl RO10r7@O15 OCopyriyht 2015 Li6oriy Pumps Inc All righcs merved.Spec�catioas subject ro cliange�ridwut notice. - Pumps� SIZING CALCULATIONS—SISKOS—COUNTY HWY CC Site A—NORTH EXPANSION 24 Campground Spaces(w/SewerConnection or5ervice Building-30gpd ea) 24x30=720gpd x 1.5=1080gpd DWF Tank 5izing= 1080 x 2.088=2255ga1 required Proposed Septic Tank=2500ga) Proposed Pump Tank=1250ga1 Site B—CENTRAL FACILITIES � , � 23 Campground 5paces(w/Sewer Connection or Service Building—30gpd ea) � 23x30=690gpd 3 Cabins w/combined total of 5 Bedrooms=500gpd DWF=(690+500)x�.5=1785gpd DWF *there is also a shower house connected on this site but all showers are accounted for in the sizing of the individual campground spaces. Tank Sizing= 1785 x 2.088=3727ga1 required I Proposed Septic Tank=4,OOOgaI(two 2,OOOga)tanks) Proposed Pump Tank=2,OOOgaI Notes: Site B will be pumped up to the north end ofithe general plumbing for Site C and then gravity flow through to the tanks for Site C Site C—SOUTH EXPANSION 26 Campground Spaces(w/Sewer Connection or Service Building—30gpd ea) 26x30=780gpd x 1.5=1170gpd DWF Tank Sizing—1170 x 2.088=2443ga1 required Proposed Septic Tank=2500ga1 Proposed Pump Tank=1250ga1(Tank wil!have DUPLEX PUMPS) Site D—3 BDRM SOUTH CABIN 3Bdrm Cabin �3x 100ga1/bdrm) 3x100=300 x 1.5=450gpd DWF 7ank Sizing—45Q x 2.Q88=940ga1 tank required Proposed—1000/600ga1 Combination Septic/Pump Tank* *This tank will pump up into Pump Tank for Site C(connecting between ST&PT) TOTAL DWF 1080+1785+1170+450=A485gpd TOTAL DWF ABSORPTION AREA SIZING: i 4485/0.7gpd/ft2=fi408 ft2 required 4 Cells each containing 80 Quick-4 Plus Chamber and one set of ends is proposed 80x4=320 x 20ft2Jchamber +4 sets of ends(4 x 6ft2/set)=6424ft2 Proposed W25�0—MR TANK SPECIFICATIONS � � _ � DIMENSIONS; °a °� 159 ° WAL�: 2 1/2° w � BOTTOM: SEPTIC 3" a d HEAVY DUTY 5" (ADD 2,30D LBS.) � COVER: 6" � MANMOLE: 24" I.D. PRECAST CONCRETE RISER n HEIGHT: 77" O.D. � � — — � LENGTH: 159 1/2" O.D. -- , YVIDTH: 93" O.D. �j > � BELOW INLET: 57" O.D. U � o 4" CAST-A-SEAL 4" CAST-A-SEAL \ LIQUID LEVEL: 51" N WEIGHT: 15,2D5 LBS. SEPTIC o m2q^ � 17,505 LBS. HOLDING s "�' INLET AND OUTLET: � r � �� 4�� CAST-A-SEAL BOOT OR EQUAL �' � GASKET, CAST-A-SEAL BOOT OR EQUAL m � FILTER OR BAFFLE / INLET AND OUTLET BAFFLE AND FILTER: � � WISCONSIN, SEE DETAIL �10 � Q � (OTHER STATES SEE CHART) o 0 4. \ - - � LIQUID CAPACITY: 49.46 GAL/IN 1ia � �� LOADING DESIGN: 8' 0" UNSATURATED SOIL 6i� � TOP VIEW HOLDING TANK: �Y �p OUTLET HOLE PLUGGED C o � A C T U A L C A P A C I T Y: 2,6 7 1 G A L L O N S O� � o MN TANKS: � � � N � WILL HAVE ONE VENT OVER OUTLET �� N a � Af�D WILL HAVE TWO VENTS IN COVER OVER Ii�LET �o r? C° TANK CAN BE USED AS; �� p SEPTIC/ HOLDING/ PUMP OR SIPHON `�_ � � INLET � COVER: MIX DESIGN #8 (NO FIBER) `O — — „_ _ - OUTLET TANK: MIX DESIGN #9 (SMALL FlBER) �3 CUSTOMIZED TANKS: ,� � � � � � a FOR CUSTOM TANKS CONTACT WIESER CDNCRETE J o U - � � 21�� in j � � � � N � � Z � Q Z O � � JaB INFORMATIDN : U CUSTOMER; 3 w � > M 70B NAME: � W � SfDE VIEW DATE NEEDED: SHEET N0. APPROVED BY; APPROVAL DATE: �OF� TANKS ARE MANUFACTURED 70 MEET OR EXCEED ASTM C-1227 REQUtREMENTS W1000/600-MR 1148° TANK SPECIFICATIONS d � � DIMENSIONS: o a WALL 2 1/2" W � BOTTOM: 3' a � COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER � / \ HEIGHT: 69 1/2" O.D. � / \ LENGTH: 114 7/8" O.D. � WIDTH: 93" 0.0. BELOW INLET: 57" O.D. ^ ' � � \ LIQUID LEVEL: 51" Q w' q ;� �2� 1 WEIGHT: 12,380 LBS. y �� TY� � � INLET AND OUTLET: � 4" CAST-A-SEAL BOOT OR EQUAL N \FILTER OR GASKET, CAST-A-SEAL 800T OR EQUAL � � � a BAFFLE INLET AND OUTLET BAFFLE AND FlLTER: � z � � � WISCONSIN, SEE DETAIL #10 � � � (OTHER STATES 5EE CHART) � ¢ � LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC) � � � 11.82 GAL/IN (PUMP) W o TOP VIEW �� LOADING DESIGN: 8' 0" UNSATURATED SOIL �� MN TANKS: �U� WILL HAVE ONE VENT OVER OUTLET C.ou� AND WILL HAVE TWO VENTS IN COVER OVER INLET �w � N � 4" VENT TANK CAN BE USED AS: � I ¢ � �a � SEPTIC/SEPTIC, SEPTIC/PUMP � N `� OR SEPTIC/SIPHON W o � COVER: MIX DESIGN #8 NO FfBER) �� a INLET OUTLET TANK: MIK DESIGN #10 �STRUCTURAL FIBER) =? � � � CUSTOMIZED TANKS: � FOR CUSTOM TANKS CONTACT WIESER CONCRETE 3 c�o ' � U � : M Q � d - � � U 21,r � �t � ? �, � O 2 � J � a N I � � z Z Q . ` � � 70B INFORMATION : g � o ;,, PUMP PAD o i= w CUSTOMER: � w � � � JOB NAME: � SIDE VIEW DATE NEE�E�: SHEET N0. APPROVED BY: TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS APPROVAL �ATE; �OF/ 1 ��v2000—MR TANK SPECiFICATIONS � � � 15�„ DIMENSIONS: a a WALL: 2 1/2" w N BOTTOM: SEPTIC 3" a a HEAVY DUTY 5" (ADD 2,050 LBS.) COVER: 6" � MANHOLE: 24" I.D. PRECAST CONCRETE RISER 'i� ,.---'— — _1 HEIGHT: 66" O.D. � � LENGTH: 151" O.D. ^ 4' CAST-A-SEAL 4° CAST-A-SEA\ WID7H: 86" O.D. � �� BELOW INLE7': 53" O.D. Q w¢ LIQUID LEVEL: 47" � �� 24" � WEIGHT: 13,540 LBS. SEPTIC o � � � 15,370 LBS. HO�DING o �P INLET AND OU7LET: w � \ 4" CAST-A-SEAL 800T OR EQUAL � _ � FILTER OR BAFFLE / GASKE7, CAST-A-SEAL BOOT OR EQUAL m � � � INLET AND OUTLET BAFFLE AND FILTER: � � � WISCONSIN, SEE DETAIL #10 � � w _ — — (OTHER STATES SEE CHART) o o � LIQUlD CAPACITY: 42.92 GAL/IN �� TOP VIEW LOADING DESIGN: 8' 0" UNSATURATED SOIL ��' � � HOLDING TANK: � Y � OUTLET HOLE PLUGGED C� � AC7UAL CAPACITY: 2,146 GALLONS Q Z � N � MN TANKS: � o I ¢ � WILL HAVE ONE VENT OVER OU7LET � N AND WILL HAVE 7W0 VEN7'S IN COVER OVER INLET � r7 � W� � TANK CAN BE USED AS: �� SEP'fiG/ HO�DING/ PUMP OR S�PHON W= o� INLET ^ COVER: MIX DESIGN #8 NO FIBER) � � — ._ _ _ - OUTLET TANK: MIX DESIGN #10 �STRUC'fURAL FIBER) � � CUSTOMIZED TANKS: 3 � - � � i. _ o> Q FOR CUSTOM TANKS CONTAC7' WIESER CONCRETE � �n i� a� U . O �n a. . 2�° _ `r `� � �t � Q O � N � Z � Q Z p � � J OB IN FORMATION : � � ;� � � w CUSTOMER: W � � � 708 NAME: W SIDE VIEW DATE NEEOEo; � SHEET N0. APPROVE� BY; TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS APPROVAL DATE: �Of1 W1250-M R TANK SPECIFICATIONS � 104" DIMENSIONS: � o WALL: 2 1/2" a � BOTTOM: SEPTIC 3" � o HOLDING 5" (ADD 1300 LB.) °- °- COVER: 4" MANHOLE: 24" I.D. PRECAST CONCRETE RISER � HEIGHT: 72 1/4" O.D. ii �"— "^� LENGTH: 104" O.D. � WIDTH: 86" O.D. 4" CAST-A-SEAL \ 4" CAST-A-SEAL BELOW INLET: 53" O.D. '��' >� � \ LIQUID LEVEL• 47" � �o WEIGHT: 7,220 LBS. �' 42�,� � C O � INLET AND OUTLET: o � n� 4" CAST-A-SEAL BOOT OR EQUAL W N \ GASKET, CAST-A-SEAL BOOT OR EQUAL N Q � � � FILTER OR BAFFLE INLET AND OUTLET BAFFLE AND FILTER: m � � � / WISCONSIN, SEE DETAIL �10 � _� (OTHER STATES SEE CHART) � Q J o c � LIQUID CAPACITY: 26.81 GAL/IN o W� HOLDING TANK: �� OUTLET HOLE PLUGGED TOP VIEW ACTUAL CAPACITY: 1,340 GALLONS �� LOAOING OESIGN: 8' 0'� UNSAIURATED SOIL �o � � MN TANKS• � Z o� WILL HAVE ONE VENT OVER OUTLET �o I AND WILL HAVE TWO VENTS IN COVER OVER INLET �� N � OPTIONAL FLAT COVER TANK CAN BE USED AS: '''� IS AVAILABLE FOR EXCHANGE �,o � FOR DOME COVER, SEPTIC/ HOLDING/ PUMP OR SIPHON �� O� COVER: MIX DESIGN #8 NO F18ER) W�, � INLET _ TANK: MIX DE51GN #10 �(STRUCTURAL FiBER) �� ___. _ _ - OUT�ET �� CUSTOMIZED TANKS: 3 ^ N Q � � FOR CUSTOM TANKS CONTACT WIESER CONCRETE �'� � v i� ¢ � O `�' 2�" � `r � � d- `r' ¢ O � N � Z � Q Z O � � � 70B INFORMATION : 3 � o tl15TOMER, W � � � ]OB NAME; w � SID E VIEW DATE NEEDE�; SHEET N0. APPROVED BY: APPROVAL �ATE: �OF� TANKS ARE MANUFACTURED TO MEET OR EXCEED AS'fM C-1227 REQUIREMENTS State of Wisconsin DEPARTMENT OF NATURAL RESOURCES Tony Evers, Governor 101 S.Webster Street Adam N. Payne, Secretary Box 7921 Madison WI 53707-7921 Telephone 608-266-2621 Toll Free 1-888-936-7463 w�SCONSIN TTY Access via relay-71 1 DEPT.OP NATURAL RESOURCES May 18, 2023 Q�� Pinewood Properties LLC /�Q �� l 5437 W County Road B r 2 � Hayward, WI 54843 20N�(Iy� ??D?3 � NGq��T�� Subject: Chippewa Flowage Covenant Variance Request AAT/O/� Dear Pinewood Properties LLC, Adam Bodenschatz: The Wisconsin Department of Natural Resources (WDNR) has reviewed your request for a variance to the Chippewa Flowage covenant restrictions for your property at 8677N Cty Hwy CC in the Town of Hunter, Sawyer County,Wisconsin. This lot is further identified as having Sawyer County Tax ID#012740142414. The variance would impact a set of septic tanks on the property, wbich are currently located within the l 00' buffer zone. As stated in your letter received on April 26`�2023,the variance would allow the existing failed septic tanks to be replaced within the buffer zone in their original location. The letter also stated that moving the septic tanks beyond ]00' would result in increased ground disturbance. Given the potential impacts to the visible shoreline and the overall management goal to "perpetuate the undeveloped shoreline character of the Chippewa Flowage,"WDNR and Xcel Energy have agreed to approve this variance request for the life of the current septic system. The entire system will need to be moved beyond the 100' buffer zone at the time of replacement. All other covenant restrictions are still in effect on your property and all disturbed areas within the buffer zone will need to be planted with native vegetation. All other county and state codes and permits apply to the subject property and must be applied for and adhered to. Please feel free to contact me with any questions. Sincerely, �%�� `_- Roy Kenast Chippewa Flowage Property Manager 715-634-7433 dnr.wi.gov o�RE�°��f� wisconsin.gov � °"°ER State of Wisconsin DEPARTMENT OF NATURAL RESOURCES Tony Evers, Governor Box 79Webster Street Preston D. Cole, Secretary Madison WI 53707-7921 Telephone 608-266-2621 Toll Free 1-888-936-7463 w�SCO�SIN TTY Access via relay-711 DEPT.OF NATURAL RESOUACES March 31, 2023 "�' �r,�j'�1 ��'`�� ,�)j�� Eric Wellauer �� ` � �''��`� i � Sawyer County Zoning Adininistrative Assistant �R � \�� Sawyer County Zoning � S� � �� ,� 10610 Main Street Suite 49 ��y� wYF � 3 ` Hayward WI 54843 NGqpM��L'U�,,�,�� J �-�;-r�;� /�. Y�{J'M Dear Eric: 1 have reviewed the building permit application submitted by Pinewood Properties to construct a new sanitary system in the lots adjacent to and directly west of 8677N Cty Hwy CC in the Town of Hunter, Sawyer County, Wisconsin. These lots are further identified as having Sawyer County Tax ID (west to east)#O]2740142407, #012740142404, #012740142414, and#012740144204. All of these parcels are encumbered by covenants that have been recorded in the Sawyer County Register of Deeds office in Volui��e 429, Pages 203-207 and are subject to the restrictions therein. As such, these covenants prohibit filling, grading, placement of structures, and cutting of native vegetation within the 100-foot horizontal distance landward from N�e shoreline above elevation 1,313 MSL. Additional restrictions extend 1,000 feet landward from the 1,313 contour line requiring that the exterior color of the building be natural wood and earth tone color, and less than 35 feet in height. The only exception is that tlle northern portion of parcel#012740142414 is without covei�ants. This covenant- free portion extends to the North of the NESW/SENW boundary of T40N, R07W, 514. All of the other parcels and the remainder of parcel #012740142414 are encumbered by covenants. It is unclear from the supplied sketch included within the application plan if the proposed structures will be placed beyond 100' from the shoreline to the east of the parcel, as it does not include the distance of proposed work and disturbance to the shoreline. Structures include but are not limited to: septic coinponents, drain fields, and wells. It is the responsibility of the landowner to ensure that any development of the property is not done in violation of these covenants. All other counry and state codes and permits apply to the subject property and must be applied for and adhered to. Sincerely, _.� , � _ _.- __ __ :% -,,, - ✓ - ,� < �,-:� Roy Kenast Chippewa Flowage Property Manager 715-634-7433 dnr.wi.gov ��'��TF� wisconsin.gov Natili'Cllj�'�IS�D�S�N PA�«�"�` 0 ioz N C — v�� »et Update July 15 2022 2 �� ". � '°�� `�� .Infiltration Basin#1 Relocated tc� 2 �� g, Jorth r than 100-ft From Private Well , r �r„ � 9 .t� y � �e�, � o � _ r""� n�.�� T 4 .r, . � �� ,A�'�' DRIVEWAV 3 � VEGETATED SWALE] d O PROPOSED NORTH RV PARK scn�e.Feer � � �,r�� 0 EXPANSION �° e$�' � � � � O - � ` �� v .. � � � O " �kr..c� � v \ � . � °��y �� NF��HA��ti�,A�� ,r- � ,�.� � k S.P�� - � ' � ` /�'�/l�"�S "��4�;s . � � a� � � . � �`� _.._. O . . . AVPaOx IW'Sf1eA(A � � 7;)OFTWFLLSETBACK " vaonnanwni r .•� .•-•,•. _ ...: �'..+' DRIV�Wq,Y 2 p s � ., ., �„ . �, ............ . s , - . � . ., � .. . , �� ,� •. � � .- „ _ ., . ; -:, �r� �� st , ��s � ��''r= ��,'� ..,, _ ,' •., • u , .._— �.�., :. ,,� , � « 4 ' . .w, �, � DRIVEW�Y 1 � � �� • �`__�� EXISTING CAMPGROUND / c�� FACILITIES PINEWOOD PROPOERTIES,LLC J oE� P Nm� APPROX.PROPERTY LWES zi� ��y n ' _ y��t �\T :�:: °�"o LADY LAKE ; _ ; �.�,. � �y/AA ••.,•i � � ��9� ,��'•� 5�� EXPANSIONSOUTH RV PARK � � DWY4 �� 9��. `•••`.,.� o 0 0 1�� VF6FTATED SWALF 2 .,.'` O 0 6q izo .;�.��k � O 0 _ ^ '�•= .'': O 'Ko':w, � --. M � ..r,, ��i�.�k j.......... L` ` ' ��d/i ��Jo�6� t��- .�� 51L�`�'�S� � p�r �,�k ff�Olate"" � VEGETATED SWAL[3 PROJKT NO_ NWBE L134 HWY�. 8677N COUNTY HWY CC COUNTY: SAWYER PROIKT OVERVIEW-SISKOS RESORT RV N�RK EXPANSION SHEET E � :��>,�r. , ,� .. ,_ .��,. ,.�..�.��, ,.,..�, , ,:-�,. ��. ,:.�.,.: .,�,��:.. . .,-. . .�.� . . . _ � . _ . :._- .-___.. .� .,, . �_ ..-., ,_. , ,�, . . . --- — - w��i�Aooss�tc�,a SAWYER COUNTY SAWYER COUNTY ZONING & CONSERVATION DEPARTMENT 10610 MAIN STREET SUITE 49 • HAYWARD, WISCONSIN 54843 • Phone(715)638-3221 Email:sanitarian@sawyercountygov.org Website: www.sawyercountygov.orq Toll Free CourthouselGeneral Information 1-877-699-4110 April 21, 2023 Roy Kenast Park Manager—Chippewa Flowage Wisconsin Department of Natural Resources 10220 State Road 27 S, Hayward, WI 54843 RE: Steel septic tanks located at#8677N Co Hwy CC, Hayward, WI 54843 To: Mr. Kenast Based on our observations on April 18, 2023 at the above property, I would strongly recommend the steel septic tank and the steel puinp tank be properly abandoned and have the owner contact a Wisconsin licensed plumber to obtain proper sanitary permits for a product approved, code-complying, and watertight tank(s) to be installed in the same location to prevent many of the health and safety concerns associated with old steel septic tanks. Over time, steel tanks corrode and are prone to cave-ins, or collapse; due to heavy saturated soils, frost heaving, or coinpaction from driving or walking over the tanks. Corroded steel septic tanks pose the risk of leaking and contaminating groundwater, drinking water and surface waters. The following code references from Wisconsin Department of Safety and Professional Services (DSPS) pertain to several common issues that occur with old, failing, corroded, steel septic tanks: SPS 382.10(1)(a) —Plumbing in connection with all buildings, public and private, intended for human occupancy, shall be installed and maintained in such a manner so as to protect the health, safety and welfare of the public or occupants and the waters of the state. SPS 382.22(1)(a)—All plumbing systems, both existing and new, and all parts thereof, shall be maintained in a safe and sanitary condition. SPS 382.22(1)(b) —All devices or safeguards that are required by this chapter shall be maintained in good working order. SPS 384.25(3) — Tank assemblies, including fittings and access openings, shall be capable of withstanding loads and pressures that the tanks are intended to encounter and remain watertight. If you have any further questions, feel free to contact me. Office hours are 8:00 AM to 4:00 PM Monday through Friday. Thanks, ��s-�- lN Eric We/%uer County Sanitarian Sawyer County Zoning and Conservation 10610 Main Street, Suite 49 Hayward, WI 54843 Phone (715) 634-8288 Fax (715) 638-3277 sanitarian(a�sawyercountvqov.orq �� / ��ak . . � � � �� . h ' � j e � r . I.. "� f .Wi r � _ �s �` . � . _ ```"` t ~r� � , � � �� ` ■ � C , ' ;�.�.. . r .. �� 0�,, ��' ti �I It's not a matter of �, Q ,� � � , � �n �.; � _- -___ �t , Health and Safety I F ... '� i / �„ � � -�--_--.. � ° =�- � ° ' Hazards of 'w % � -=.� � ,� Rather a question of ,I '"�� `� � � , �� s�oNS� Steel Septic Tanks `WHEN' � �� , �, .w� t��'%' �', ',r' s/ `,; + � ,� -Y..�„�«�:,. .� , �� ,,, r -,k��"' - �p �.+�� ' . ..,��C� ��.p. + ';' � '4 � �w - _ For more information, contact: �:': .� , �_ ��a'� � k � � � � �t� .t , � _, '. ;� ' �� b� ...`� `��... . �kbt -�'��f �. ,,� r I � ,� �`�1 : �� { � '�.�.,° ;�� S� .�- ' _'-� ` ��i��'� ��" � • Sawyer County Zoning & Conservation � �� R _z�.�� . � �� . ir _ �. —':•�:� , • i.�l �. `.� �": � <l r�'� �"�• �r. .. • • — •- � r �4�,✓; ` ��° -��' ,4� .r.• �;, , � ' %` �',� , � 10610 Main Street, Suite 49 � �,� � �,.� :P .'�'�e�. ��_'' ' � . `� • ��,•- ,�� +` •��,' ;.r . ��.—. ,� .�, i / � � Hayward, WI 54843 � _ `�� .fi �. (J,+ „y�,�,�i a�.,. �.E-, f; 4�;. T7�s a'i�r'�', ,r��, ' ,�-;'� . . _1�- l � ,: ' '� (715) 634-8288 � � �� y� �� y ` ��. � � �. ��' sanitarian@sawyercountygov.org Rev.5/I 3 ...__� i ... '`. k, ' .�� \ �. - - �. Problems: Solutions: -- � � �- j ,. � _. . ��_ _.: During the 1960s and even into the 1990s,steel septic tanks Avoid death, injury, damage to property and other `� �—�� were commonly used in septic system installations. Like health and safety hazards by considering the following; . �ti�'� - �� automobiles,steel tanks are prone to rust and corrosion. , ,��, � �-�� The structural integrity of steel tanks weakens in as little as a • Replace ANY existing steel tanks with a new code �'ti,.` —�.� ~ decade and could eventually result in: complying and product approved tank. Start by ---� y }- "�f � contacting a Wisconsin Licensed Plumber. _ - " • Human health risk if exposed to household domestic � �,.. r wastewater • Flag, ribbon, cover, barricade and/or rope-off potential Y�, - �'' . �`,\ `�, � 4 ,�� hazardous areas. y' • Collapse and/or cave-in of the tank due to heavy saturated soils,frost heaving or compaction by driving or • Avoid walking,mowing,driving on/or above old steel walking tanks,as covers and lids may collapse or cave-in. ASSISt1�'1Ce a.�'1CI Rell'1"1bUPSe111el1t • Groundwater contamination from untreated • Have all septic tanks pumped and inspected once every • WI Fund- A state program providing re- wastewater leaking out of a tank with holes three years or when the sludge and solids reach I/3 imbursement grants to homeowners and tank capacity. owners of small businesses that need to • Outlet baffle failure allows solids,fats,oils and greases to flow downstream and form a clogging mac in the replace failing private wastewater treatment absorption system systems. - .-* < . .. - . • Infiltration of groundwater into the steel tank through - �w: � , �f �� • USDA, Rural Development- A federal the holes adds excessive and unnecessary hydraulic pressure °' ��"+;�;; �T� �e program that offers loans and grants for on the entire system b�� ; � ��- home improvements. ��.'�°� `�� `� �§ e iy<` .s, `a `�`;'3. � '.� ~��4� ..t.�� y , .r.�.* � .�� ,. �* � '`��ka� � ;�, ��;: :%�, , � \ � �'= �'�Y��' � � � �,`� �.�'�'�p,t ' �� +�, .� a,�«�,� � �c ':��" �.�'ti �• � .� � �; , � ��r :.,� r zb y - N f '� ��K�i*,ef.:�'�,�.,. v',�": 'r � ' > , �.'.�� cE�� '.. � ,�� . 1�5'i- ' � �� . .. � e 6 . a � � , + x � . _ , r , j: , � r �� T.f �� v - �' — h ��. p• _ �`� � . s�.. li . a,�. ,k 4§� : � . , � b'..: , V Jy ♦ 'A . . ��'Y;�y My$`". . �"6 � T y . 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