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24-71S Hovde
Ss . \^ Q^y Department of Safety & Professional Services, Industry Services Division Sanitary Permit Application In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. I. Application Information - Please Print All Information CountyBayfield Sanitary Permit Number (to be filled in by Co.) •W-1 IS State Transaction Number PUjTSTOC2c(oiO~7 ^ ~C Project Address (if different than mailing address) 22985 S. Trapper Lake Rd Property Owner's Name Kay Hovde Parcel#39277 Property Owner's Mailing Address 2355 20th Ave Property Location 7Govt. Lot City, State Baldwin, Wl Zip Code 54002 U. Type of Building (check all that apply) 0 1 or 2 Family Dwelling - Number ofBedrooms a Public/Commercial — Describe Use a State Owned - Describe Use Phone Number 715-977-0725 y",'A. Section 2 7 Lot #1 T 44 N R_06__Eor^) Subdivision Name Block# CSM Number 2333 a City of. a Village of 0 Town of Grand View ffl. Type ofPOWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete Une C if applicable.) D New System Replacement System Other Modification to Existing System (explain)D Additional Pretreatment Unit (explain) B.a Holding Tank In-Ground (conventional) D At-Grade Mound D Individual Site Design D Other Type (explain) c.D Renewal Before Expiration D Revision D Change of Plumber D Transfer to New Ownerl ,ist Previous Permit Number and Date Issued TV. DispersaI/Treatment Area and Tank Information: Design Flow (gpf^ 450 -^ Design Soil Applicatian Rate(gpd/sf)1 Dispersal Area Required (sj 450 Dispersal Area Propose^sf) 450 V^ System Elevation 98.6 ^ Tank Information Capacity in Gallons New Tanks Existing Tanks^ Total Gallons # of Units Manufacturer 0 &5 m 'S '"i3 8-S _S'& s ip< Septic or Holding Tank 1000 600 ^1600 Wieser Concrete x Dosing Chamber V. Responsibility Statement- I, the undersigned, a^uiftp responsibi^ty fonnstallation of the POWTS shown on the attached plans. Plumber's Name (Print) Douglas Manthey MP/MPRS Number MP 230722 Business Phone Number 715-739-6868 Plumber's Address (Street, City, State, Zip Code) PO Box 196Drummond, Wl 54832 VI. County/Department Use Only Approved [e-S^-W, D Disapproved D Owner Given Reason for Denial Permit Fee$' Sco Date Issued (o(2&/2LI Issuing Agent SignatureIL /G^7^^ Conditions of Approval/Reasons for Disapproval ^ ' ' X 0 s^m w rvwran ft?w. 7).]ww^ ? ^w cswi m^ j)awpuwpk^ o w ^tttwy/^.J Attach to complete plans for the system and submit to die County only on paper not less than 8 1/2x11 inches in size SBD-6398 (R. 03/22) it: 5^-^Wisconsin Department of Safety & Professional Services Division of Industry Services SOIL EVALUATION REPORT Page./ Of J In accordance with SPS 385, Wis. Adm. Code • /,'. \ 9 /»/ ^^--IL^^?'WwS'S Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include, but no< limited to vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1 )(m)) County ^r^u Parcel I.D."% ^ ^7^-L 't Reviewed by Date Property Owner /k'c^y /4>^cff. Property Location Govt Lot % a- % S-<?^ T y^ N R <2^ E (or) W [Site Addi^ss or_CSMandLol#:^7-^ 5 7*<^e-^^^ ,*?J. ^r •S\^7/^^^^S'/'^s~Tr'<~io^'d^ /A 'sa"y •L-et"?3 A ^Property Owner's Mailing Address "i3 S~f_ _-Zo/< ^? 1^- City, State, Zip^w/^ W^-^~^x>^ Phone Number (___) D City D Village j3 Town ^ytet-i<s/ ^fcc</ Nearest Road !%<^^'<5^ ^Gt^-^QA. Q New Construction Use-JQ Residential/Numberof bedrooms. S Replacement D Public or commercial - Describe: Parent material G^/e^^a.l C^.T'iu^r^, General comments and recommendations: Code derived designflowrate. Flood Plan elevation if applicable. _GPD -ft. L Boring #D BoringD3Pit Ground surface elev.^-^ft. Depth to limiting factory V in. / elev.^^^t, Horizon / ^ J Depth In. ci-s- r---?4 ^-?6 Dominant Color Munsell •2-s-y^ < 7.SYK ^ 7.s~yie ^ Redox Description Qu. Az. Cant. Color ^J -f^ % Ws- Texture 1-5 L _^_ s^. Structure Gr.Sz.Sh. -?^r 6^ •2^ sjo^- -^ ^^&k- Consistence ^tf^. t^f<- /^^-/-/^ Boundary 6rU/ 6^ Roots -<'<££? C/ A-^- /^ Soil Application Rate GPD/Ft2 *EfBM :_z- __2- -A. *EfW2 /,<:-^-Z^L -^Boring #QBoringgjPit Ground surface elev..^.ff ft.Depth to limiting factoK'^ "in. / e\w^s7_^.. Horizon _/_ .2 _2_ Depth In. c?-6 <$-^Y •?^-V£l Dominant ColorMunsefl ~?,s~y< Vs. 2.^~yc y/s ?. ^Y/e ^ Redox Oescnption Qu. Az. Cont. Color <^c/ 5 ye% -s^^- Texture L. S AiL SL Structure Gr. Sz- Sh. 2^e< ^^,^Lkr ^^FSb^- Consistence ^l^._ ^< ^H^€ Boundary (^rj-c/ 6-1^1 Roots -?w^ /t^ Soil Application Rate GPD/Ff *Eff#1 - /? .? . ^ *Ef?2 /^ / 6/^ CST Name (Please Print) cc//tfr^r-// ^£Xu^. Signature!>€_/^^CST Number /.re? y<=? g-^ Address /^?<? /&^<(e: 50^,^ Cftf.1^ 1^-C. -5-5^^ i p^"Date Evaluation Conducted'7//2>~7^3 Telephone Number ?/S--(o 9' < -H'?<0 * Effluent #1 = BOD > 30 & 220 mg/L and TSS > 30 s 150 mg/L • Effluent #2 = BOD, <, 30 mg/L and TSS S 30 mg/L SBD-8330 (R03/22 z Boring # Q Boring12 Pit Ground surface elev,^^ft. Page ^ . of in./etev.^"^. Horizon JL <? _£ Depth In. a- '7 ~?-^T •?</-2P Dominant Color Munsell Redox Description Qu. Az. Cont. Color ?,.r>^M: ?^^^3\ ^.J~>i? ^M <z</r>^^ s/w< Texture L$ ^ J 5^ Structure Or. Sz.Sh. -<^ 6r^ J?^s4>^~ ^^c^^- Consistence ^nL ^1^ ^./^ Boundary <^-tc-» ^ l^ Roots •?<=<5'fc^! /L^^ Soil Application Rate GPD/Ft2 *Ef»1 -_2_ .7^ *Ef?2 /<i /.^ /,p Boring #a Boringa pit Ground surface elev.._ft.Depth to limiting factor._in./elev._-ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundaiy Roots Soil Application Rate GPD/Ft2 *Ef»1 *EfW2 Boring #Q BoringD Pit Ground surface elev..Jt.Depth to limiting factor.jn. / elev.._ft. Horison DepthIn.Dominant ColorMunsell Redox DescriptionQu. Az. Cont. Color Texture Structure Or. Sc. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ff *Efl#1 *Eff»2 * Effluent #1 = BOD > 30 £ 220 mg/L and TSS > 30 £ 150 mg/L »Effluent #2 = BOO, s 30 mg/L and TSS £ 30 mg/L -<-2S*K ^T^L /se> ^o ^o c PAGE 1 OF 6 Mound Plan Index & Cover Sheet Component Manual Design References: Mound Version 2.1 (May 2022-2027) & Pressure Distribution Version 2.1 (May 2022-2027) Pg 1 of 6 Index & Cover Page Pg 2 of 6 Plot Plan Pg 3 of 6 Mound Cross-Section & Plan View Pg 4 of 6 Distribution Network Specifications Pg 5 of 6 Pump Tank Specifications Pg 6 of 6 Management Plan Attachments: Pump Cun/e Manufacturer Tank Specs Cerified Survey Map Enclosures: POWTS Application for Review ^piMEvaluation Report & Site Map Project Name / Description Hovde Mound Owner Name(s): Kay Hovde _ phone: 715 .977 .0725 Owner Address: 2355 20th Ave Baldwin, Wl _ Zip: 54002 Project Address: 22985 S. Trapper Lake Rd Govt. Lot: 1 _ 1 ,4 of 1,4, Section^7_, T 44 N-R °6 E D or w[Zl Township: Gand View _ County: Bayfield Project Parcel ID #: 16766 & 16767 Now combined as per CSM 2333 Doc #2024R-602807 Designer Information Designer Name: Douglas Manthey _ Phone: 715 .739 -6868 Designer Address: PO Box 196 Drummond, Wl _ Zip: 54832 E-mail: Jiorpines@cheqnetnet _ This space reserved foi-approval stamp. License Number: MP230722 _ __CondttiWQllyAPPROVEDDEPT. OF SAF!DEPT. OF SAFET/ AND PRQFESSiONALSERVICESDIVISIOM OF INDUSTRY SERViCi=S SEE CORRESPONDENCE Signature: ^ Jf!. ^ ///^.A^"~^ _ Date: 04/29/24 il signature requirec^on each submitted copy. Wisc'onsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way PO Box 7302 Madison, WI 53707 Phone:608-266-2112 Web: htl|': Vdsps \vi ao' Email: J^p^._;< \\j>.co;;^i!^go\ Tony Evers, Governor Dan Hereth, Secretary May 23,2024 CUST ID NO.: 230722 DOUGLAS E MANTHEY P.O. BOX 196 DRUMMOND, WI 54832-0196 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/23/2026 MUNICIPALITY: TOWN OF GRAND VIEW BAYFIELD COUNTS SITE: HOVDE MOUND 22985 S. TRAPPERLAKE RD CABLE, WI 54821 S27 T44NR06W PARCELS 16766 16767 FOR: Design Wastewater Flow Value: 450 Bedrooms: 3 Limiting Facto r(s): 24 inches Maintenance Required: EfHuent Filter Identification Numbers Plan Review No.: PWTS-052401079-C Application No.: DIS-052422329 Site ID No.: SIT-130773 Please refer to all identification numbers m each correspondence with the Department. Ccnrf'ifOf'afiyAPPROVED 3EPT, OF SAFE-Pf AND PROFESSiGNALSERVICES DiV'SiON OF INDUSTRY 5ERy!CES /^f*^ SEE CORRESPONDENCE Mound Component Manual - Version 2.1 (May 2022-2027) Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) SITE REQUIREMENTS • A full size copy of the approved plans, specifications, and this letter shall be on-site during constmction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for POWTS (Version 2.1), (May 2022-2027)". • The pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027)" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)". • 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 fiiter 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 (ll)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacturer's requirements. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan. • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • 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. • Abandon Existing System per SPS 383.33 • The 15 ft. downslope basal area and mound area must be protected from compaction and disturbance. Suggest fencing off these areas. OWNER RESPONSIBILITIES • The 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 appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis. Admin. Code § SPS 383.54H). • 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/installation/operation. In grantmg 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. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, ..^-U-f,^-^. Timothy Zoromski Division of Industry Services Phone: Email: timothy.zoromski@wisconsin.gov Fee Requu-ed: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 7/^/^^ ^^e.—OuJ-^sr- A^y /-/tft/c/e. ^3fs' -?ff>A /i^~ iS^tiw'^i u^jf: ry<a?^ '-£al _ ,: ^Yf-^^. ^csx^-i-y "(PC^I <s-f G-f^.^, Vfe.,^ t-Z7 r'-rY/!/ ^^6 (^ ^>r 3 O'^ -fi? ,-2 7? ^ /". ^s~ < ^«^^< .'^ <:-&>»• ^u«i& f.ts's -y^^ r^z^^< Pa^e 9\ Q^r d? ^e.^f- ^' -t Ti^ft^^ l^i £.><?/- ^LPj?<»A-C?tf k~^< ^j&.^ec^ Prt's.^-.re pi'l-kr -S 6^ y^c^e. - 5(^2- ^9?$~ J -^^/^n L^/<r-e ^(. I31*^=/0c7 n^'' '^ ^-^^^^ B>{ u.^ ^^ 9?. 63 6? ?7.<^ £^T- ^oiA^ £-L(^-^,J~^ 7y.^- c.smotu' ^{^c^^ - dtrj^ ^y>^>^ fi.l^^^jv, ^ <H^,^, C o <^ pcvM^ lvvcw ^3 M<^U ^.-A^ a. l Cslv^-^/^, ~ ^-e6A»Ai-L pil<>VAU"-3" ^^••>»fo>. 3L.\ (sy^-s-/^) C^<J<?yCinZ-|. pi'^i'l^ ^ro bt^ St-^O PU(^ - "^ Orci.fca-^ M.flu^ 3:^ -<>tVv. ^o'^ ^. 0.!^ c}p^A-+^- ^.C,^] n^i ft1^W)^ SINGLE-CELL MOUND DISPERSAL AREA 0.5" TO 2.5" WASHED AGGREGATE (min. 6.0" beneath distribution pipe - min.2.0" over distribution pipe and covered with approved synthetic fabric) MIN. 6.0" OF TOPSOIL COVER r-mm. 1.0 ft D= 12 ft E= 18.65 ft System Elevation = 98.6 Lateral Invert Elevation =99.1 ft ft r--o^-L—o^ CROSS SECTION VIEW (No Scale) Plowed Surface Surface Contour Elevations 97.6 (Show force main, manifold, and flush valve locations on plan view.) w= 23.71 ft L 1.5 "0 Schdl 40PVC Lateral . (typical) I — B=65 Bend as necessary to follow contour DOWNSLOPE TOE L= 83.42 ft PLAN VIEW (No Scale) v J= 5.54 ft 6.5 ft (typical)—"I ' . I Observationflpejtyplcal}^ 1= 11.23 ft Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. [ResetF^ge K= 9.21 ft (typical)-u>0mco0-n CD DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) Orifice in Center of Threaded Cap for Head Testing(optional);IBall Valve(optional)\\ Orifices equally spaced:[check a) OR b) below] a) LJ_J along bottom of lateral b) 1,,, I along top oflateral FLUSH VALVE DETAIL (No Scale) Valve Box JL2-_"0Schdl40 PVC Force Main (slope to pump tank for drain-back) (insulation optional) K.\ \. Lateral Spacing S= 3.47 "ft Shield orifices for gravelless applications Lateral Length (P) = 63.5 ft First Orifice (typical) Laterals to be level • Schdl 40 PVC Lateral 0 = 1.5 in (typical) Number of Orifices per Lateral = 32 with every.th hole Flush Valve Assembly(typical - see detail) facing down LATERAL INVERT ELEVATION = (typical) 99.1 Last Orifice (typical) Oriflces equally spaced along bottom of lateral Orifice Spacing (X) = 2.0(typical).in Orifice Diameter = .156 m (typical) Oriflce Discharge Rate = .54 flpm Number of Laterats " 2 Lateral Discharge Rate = 17.28 gpm TOTAL DISCHARGE RATE = 34.56 GPM OBSERVATION PIPE DETAIL (No Scale) Screw-Type or Slip Cap (loose) 4"0 PVC Pipe Top of pipe to terminate at or above finished grade l';'.^l (4)1/4"-1/2"X6"Slots @9'0 apart Anchoring Device Finished Grade(mulchect & seeded) Topsoi] Cover(min. 1 foot) Infiltration Surface First Orifice (typical)-^snr Check applicable box. X-(typical) END MANIFOLDCONNECTION First Oriflce(typical). Manifold(n'ser pipe optional) r^ X- (typical) -X/2- (typical) Manifold (riser pipe optional) -X/2--X CENTER MANIFOLD CONNECTION n>0m -^0-n0 PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) IMPORTANT: Anchor tank(s) as necessarypursuant to SPS 383.43(8)(g) 4"0 Vent Pipe>1 Oft fromBuilding 12° Min.or2.0ft aboveEstablished Flood Elevation(typical)ApprovedVent Cap \1/-^k- Finished Grade Electrical musl comply withCOMM16andNEC300 [\ Weatherproof -Junction Box Extend mantiole n'ser as necessary. Approved Locking Manholewith Warning Label Attached(typical) 4" Mm. or 2.0 ft aboveEstablished Flood Elevation(typical) \1/ CAPACITIES @ 16.76 gal/in A B [C] D Depth (in) 19 2.0 5 10 Volume (gal) 318.44 33.52 83.8 167.6 Pump Tank Liquid Level = Force Main Diameter = ^ Force Main Length = 16° ft Force Main Void Volume = 26.1 Approved Joints wtthApproved Pipe 3 ft onto Solid Ground(typical) 'Install and maintain pursuant to manufacturer's instructions. PUMP-OFF ELEVATION =68.83 ft INSIDE BOTTOMELEVATION = 68-0 3" Approved Bedding Material Beneath Tank [C] Total Dose Volume (TDV) =T; _gal 83.8 gal/dose (5X total lateral void volume <. TDV < 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 34.46 gpm ft + Min. Supply Head = + FM Friction Loss = + Fitting Loss* = ([min. supply head x 0.3] + filter toss) = TOTAL DYNAMIC HEAD = . 30.27 3.5 4.55 1.55 39.87 ft _ft ft _ft Volume = PUMP TANK: 600 gal Manufacturer:Wieser Concrete Pump Manufacturer: Pump Model: WE0712H Goulds (See attached pump curve.) Controls/Alarm Manufacturer: SJE Rhombus Controls/Alarm Model: SJE1025830 Float switches containina mercury are prohibited. SEPTIC TANK(S): Total Volumes 1000 gal Manufacturer(s):Wieser Concrete Install approved force main filter pursuant to manufacturer's instructions. Filter Manufacturer: Filter Model: SimTech STF100A2 ^GOULDS PUMPS Submersible Effluent Pump MODEL 3885 PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts * Motels • Schools * Hospitals * Industry * Effluent systems SPECIFICATIONS Pump • Solids handling capabilities: 3/4" maximum. • Discharge size: 2" NPT. •Capacities: up to 140 GPM. * Total heads: up to 128 feet TDH. * Temperature: 104°F(40°C) continuous 140°F(60°C) intermittent. • See order numbers on reverse side for specific HP, voltage, phase and RPM's available. FEATURES • Impeller: Cast iron, semi- open, non-clog wrfth pump-out vanes for mechanical seal protection. Balanced for smooth operation. Silicon bronze impeller available as an option. • Casing: Cast iron volute type for maximum efficiency. 2" NPT discharge. • Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastomers. © 2002 Goulds Pumps Effective October, 2002B3S85 • Shaft: Corrosion-resistant , stainless steel. Threaded design. Locknirt on three phase models to guard against component damage on accidental reverse rotation. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. • Designed for continuous operation when fully submerged. MOTORS • Fully submerged in high- grade turbine oil for lubrication and efficient heat transfer. • Class B insulation. METERS FEET40r 35| 30( 2513:u 20tII't 10| 5| o1 Single phase: • Built-in overload with automatic reset. •All single phase models feature capacitor start motors for maximum starting torque.•%and1/2HP-16/3SJTOW with 115, 208 and 230 Volt three prong piug.•%-2 HP-14/3 STOW with bare leads. Three phase: * Overload protection must be provided in starter unit. •',2-2 HP-14/4 STOWw'rth bare leads, • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously without damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction. • Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Optional lengths are available. • 0-ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS Tested to UL 778 andCSA 22.2108 Standards By Canadian StandardsAssociationFile#LR38549 Goulds Pumps is ISO 9001 Registered. j SERIES: 3885JSIZE: V SOLIDS!RPM: 3500 & {11750 "" ~ I 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM 1111110 I ' _L I .1 I15 20 cApAcirr 25 30 I I.35 m'/hr Goulds Pumps www.goulds.com ^ITT Industries 4" CAST-A-SEAL 4" CAST-A-SEAL TOP VIEW 4" VENT PUMP PAD SIDE VIEW TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS WLP1000/600-MR TANK SPECIFICATIONS DIMENSIONS:WALL: 3" BOTTOM: 3" COVER: 5" MANHOLE: 24" 1.0. PRECAST CONCRETE RISER HEIGHT; 51" LENGTH: 12'-6" WIDTH: 7'-0" BELOW INLET: 42"LIQUID LEVEL: 36" WEIGHT: BOTTOM 9,500 LBS.COVER 5,470 LBS. INLET AND OUTLET: 4" CAST-A-SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER:WISCONSIN, SEE DETAIL #10(OTHER STATES SEE CHART) LIQUID CAPACITY: 27.88 GAL/IN (SEPTIC) 16.76 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS:SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTtC/SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT WIESER CONCRETE REVIEWED BY REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: Q: I06CDIQ00 a- <=> 0FQ.UJw SHEET NO. 1 OF DOCUMENT NUMBER2024R-602807 BAYFIELD COUNTY CERTIFIED SURVEY MAP NO. A333.__ LOTS 2 & 3 OF BAYFIELD COUNTf CERTIFIED SURVEY MAP NO. 1279, RECORDED IN VOL. 8 OF CSM ON PAGES 15-16,AS DOCUMENT NO. 2003R-487674. LOCATED IN GOVERNMENT LOT 7 OF SECTION 27. T. 44 N.. R. 6 W., IN THE TOWN OF GRAND VIEW, BAYFIELD COUNrr, WISCONSIN DANIEL J.HEFFNER REGISTER OF DEEDS BAYFIELD COUNTl'. Wl RECORDED 04/03/2024 AT 10:25 AM RECORDING FEE: $30.00 PAGES:2 !/./_/.? C.SK^.38^7 TRAPPER LAKE Ai.T LA-.J BCIOW Trir OR3\ARv "Cn ftA'ti? .AE: 0'' A LA<L CfiA 1<A'/CAB^ STR£AM S S^9-£[:t 1C 'h-: ?u8.C IfiUS; IN•sAVr.A.SE; MMt.t& THA* iS ES'AS.SriFD VWW A.WCiL '.SEI^Cft iX. Or -HE SIAIE cahv;(,/-n\ 3EAHSGS A-?£ =t£FIRt;SCE3 '3 -••[ 50--" >.'\£ n? 1-^ 3E I/* •V src-o\ 3-/.IWMC'- 9W; N 89--t7'53" » lc^i^"i&^T :?£ s; -^^yg^". -'-^ <><sf rj>2;a^ \ \tf.'T LOT 1 250,700 SQ. FT. ± 5.76 AC. ±(SAfnELO COUNTY SHORELINE MEASUREMENT 3+4') ill ;1iCCC; I t'?9CC')f 49.30'128.88' N 89'57'44' W N 89-25'13' W i'< ay2rs3' w] [N By;rsr w} ;S RWX- i; (S as-M-K- s; ss ^3E's'w S&& b:=-££ {S SFJJ'iS' 1} ? </< COR.' H 8S-<7'U- It SEC.27 __ _w •»••••'• «L r IP w/ s' w 15 asfsjs "si \I s ^1^^'^Mflt**111 UmmES LEGEND * HEU-0- UTILITY P0t£ » »EUa immiwotSBCio aremc UNE * =• •J3|J UNE LI;J) {-1)L2T?T NIi{•< 8EWINCBWU" E9-2.y.V- ea-z.i'sr N 89-58'2a" (1 e9'2-'<0' w _w) _"1w») DISTANCE 65.68' (65.S--) (66.C3'!65:38'(65 SC'i SOU£- ONf WCH - f50 fiEET .C/L.PIONLi:;^. 5^ pass sr 11 SE cos.-P?^_._ -^-."SECS"IT UW 4- {p W/ £' CAP LESEND » eww vr mw m». mitss novo3 r x is' mm PK (w.-i.ii is/tt).SET 7MS SUffWRECORDED iWWUWW ff£_ O.MCWGWS ftR£ WTSSX WWfTft CLIENT: KAY HOVDEJOB W.: H23/213suu. one MCH ' iso nuUOE- 1/13/2024HEU mm auvtaa:: i/vm* Ftf: H/THHI?W/SCC27UMt H23.213-HO»DCPSWTA- fCUIJ«B. 43S PS. 135DWjcoer: nsSHST_1 OF 2_ SHEETS Mr. S'WStAir ixjw^nc. MSctWi naoa,^'sj esj-TCf!NELSONSURVEYING INCORPORATED tw> '">•"" -"»4 smmvw mm mat ar na rooos amcs jaw © IInto 1C ? '^ 11 ^ 5 lc ^ 8^ " S^ o f r S; * - G < S5 % N3 C > ~ T 1 -^ 5 ?t r § i? ! -^ 1 °. § ^ ^§ Qgs s! l ^§ SS § idSI i §i § s o li s ^s ? Si -< 0 s I! 8II'- < li !1 ^II^s la § s §5 1 ° 5' § | Q§ a g' ^ s Ns—I • r- C o 0—f !^f^[0 0 [J O ~L W Bayfield County, Wl ^^9t^;PRPI&/ToxIO.».L'AKE, <w8a^®;»a>j@>fi®a ,8S%»t@^a ss@? sifEiefr'^aa t? ia® A ^i'saa'»Stts^|is i^asag4S%,^^8W(s;mfes(g|iaB>; QS!EffiS53SB>OSS3B^yaydy;PS^SSSBSSSBSl CSE8£0SsSiiO@33S(ad*r«I^CTI:WSMrfddda*» GES8SffS!SI£>€?EEtSffSS8B9@a3!EB3®Q& CEES£ff3z!3S>OSSGB@[iiBRRE>OHmCTnm3 <siWfflaa»ay2i5<s <:SSl3!QS38SX%B3B& I _^»^nhCT(FECKEasooQBaaG&QEaaDB'sa 1 ^^13n^s%^ffis ^TOasmCTaiieasia® G32B%E3ESx%m®;.^^^fS^^QBSSS^ ^saig^i@6S@a|iasii*fi^< ?iSSa3'. SSSEffuSsSQQfBSSCgSugCSKBaid&lM^'1^^CSSSBffQSSSSOSEESKV5SSQSX^9<3SSS3£^QS3S GSSSSffSsSSvOSSJSfSff3SSi?S33B33VI@&i •CI^tfBoEB©<BSSPE5B3SS!s@S33S 6/24/2024,10:12:14 AM ;:\M,;- Wetlands Rivers —~":' Lakes L _—J Approximate Parcel Boundary Road Type Town Flood Plain Boundaries Active Dec 16th, 2011 - - • A = Areas with a 1% annual chance of flooding and 26% chance of flooding over the life of a 30 yr. mortgage. Building Footprint 2015 Building :j^:.^-:5,f ..?Sf!^SV3SISS&8SlnTSS""'""""" 0.04 1:3,355 0.08 0.16 mi 0.05 0.1 0.2km Bayfleld County Land Records Department Bayfield County Zoning Application https://maps.bayfleldcounly.wi.gov/ZoningWAB; 6/24/24, 10:12 AM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Today's Date: 6/24/2024 Property Status: Next Year Created On: 5/1/2024 11:57:34 AM i^l. _iis"P Description Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: Tax Districts Updated: 5/1/2024 a Ownership 39277 04-021-2-44-06-27-4 05-007-11000 (021) TOWN OF GRAND VIEW S27 T44N R06W LOT 1 OF CSM 2333 LOG IN GOVT LOT 7 IN DOC 2024R-602807 5.760 5.671 0 No (R-l) Residential-1 114 Updated: 5/1/2024 1 04 021 041491 001700 ;* Recorded Documents B CERTIFIED SURVEY MAP Date Recorded: 4/3/2024 0 WARRANTY DEED Date Recorded: 12/11/2014 £3 CONVERSION Date Recorded: B CERTIFIED SURVEY MAP Date Recorded: 11/25/2003 STATE COUNTS TOWN OF GRAND VIEW SCHL-DRUMMOND TECHNICAL COLLEGE Updated: 3/15/2006 2024R-602807 13-286 2014R-557113 1136-158 487674 760-631;762-853;785- 846 2003R-487674 KAY HOVDE Billing Address; KAY HOVDE 2355 20TH AVE BALDWIN WI 54002 Updated: 5/1/2024 BALDWIN WI Mailing Address: KAY HOVDE 2355 20TH AVE BALDWIN WI 54002 v Site Address * indicates Private Road 22985 S TRAPPER LAKE RD Property Assessment CABLE 54821 Updated: N/A 2024 Assessment Detail Code Acres Land Imp. N/A 2-Year Comparison 2023 2024 Change Land: 0 0 0.0% Improved: 0 0 0.0% Total: 0 0 0.0% Property History Parent Properties 04-021-2-44-06-27-4 05-007-20000 04-021-2-44-06-27-4 05-007-10000 Tax ID 16766 16767 HISTORY El Expand All History White=Current Parcels Pink=Retired Parcels B Tax ID: 16767 Pin: 04-021-2-44-06-27-4 05-007-10000 Leg. Pin: 021106003003 63 Tax ID: 16766 Pin: 04-021-2-44-06-27-4 05-007-20000 Lea. Pin:021106003002 39277 This Parcel T Parents -^Children https://novus.bayfieldcounty.wi.gov/access/master.asp7paprpids39277 1/1 BAYFIELD COUNTSCHECKLIST FOR SANITARY APPLICATONS Submit the Following (Use Permanent Ink) (Title 15, Section 15-l-10(e)) Tneck List S''6riginal Sanitary Application (Submitted in Deed Holders Name - nfit prospective buyers) (383.21(1)1.) G^Tndex Page / Title Sheet (Signed by Plumber) (383.22(2)69(c)) "Original Plot Plan (383.22(2)2. 3. & 4.a) "Cross Section, Over-Head Profile of the System and Schematic of Tank from Manufacturer Q"Purpp Tank Diagram, Alarm and Pump Curve (when applicable) O-'tontingency Plan / Management Plan (383.22-3(2)(b)l.f.) laintenance Agreement (Owner's Original Signature) (383.21(2)(c)(5),(6) (Recorded at Reg. of Deeds) D Holding Tank Agreement (383.21(2)(c)(5) (Recorded at Reg. of Deeds) a Holding Tank Service Contract (Original Signature of Pumper and Property Owner) (383.21(2)(c)5) D ATU Servicing Agreement (Recorded at Reg. of Deeds) 0-Fee (Make Check Payable to Bayfield County Zoning) (383.21(2)(c)7) Complete Sets of Plans (383.22(2)(2.) (Note: Sanitary Application and Maintenance Agreements are to be attached to all copies) ^Soil and Site Evaluation Report (383.22-3(2)(b)l.e.) State Plan Review (when applicable) D Copy of Warranty/Quit Claim Deed (Optional) Sanitary Application: (Include the following Information) B'"! Application Information must include: D 23 digit Parcel ID# - (do not use 12 digits anymore-obsolete) S-Troject Address or Road Name where driveway is/will come off of) C3-(0wners Phone Number) -0H Type of Building HI Type of Permit ZTlV Type of POWTS System Q-^/ Dispersal / Treatment Area Information B^VI Tank Information VII Responsibility Statement (Plumber's Information) p/ *Date Stamp* Plot Plan: (To Scale or To Dimension) Signature and Plumber Information S^Address Number and Road Q^urface Elevation of Body of Water J^North Arrow B-Uirection and Percent Land Slope &€ontour Lines lZ"fank and Filter Information and Location P-Sfructures and Driveways / Navigable Bodies of Water Q-Boring Locations [^Absorption Area (Proposed and Existing) ET Property Lines Q^Bench Mark (Location, Elevation and Description) O^Ne\\ Locations D^omponent Manual Version cKegal Descriptions D-^Piping Material Information (conveyance line, building sewer line, material type and diameter) Turn Over > Cross-Section and Over-Head Profile of the System: B^Surface and System Elevation Q^osition of Observation and Vent Pipes [^Dimensions and Depths D/Make, Model & Number of Chamber Units in each Cell Property Information many systems will there be on this parcel of land? ETHas this property been split? lv/b> (Property Statement shows Property History) Fees: a Private Sewage System (Septic Tanks) $ 400.00 D Private Sewage System (Holding Tanks) $ 400.00 or Systems requiring Pre-Treatment $ 500.00 D Sanitary Revisions $ 25.00 D Private Sewage System Reconnection $ 50.00 and Private Interceptor D Return Inspection $ 50.00 D Maintenance Agreements ^ $ 30.00 (checks made out to Reg of Deeds) u/forms/checklists/checklistforsanitaryapps (10/2009);(®7/2011);(®2/2012)(®5/2/2012-dc) Proofed by; Private Sewage System ?aintefTanc& Agreement Owner(s) Name Kay Hovde rV^rtfiirfc;\ BLft-attrnr*- &<^<4T^&o- 2355 20th Ave BaWiA'.m, \W 54002 Site Address 22985 S. Trapper Lake Rd Tax ID #39277 As owner, t (we) do hereby ceftity ttie private sewage system will be ifletetted w aceotosnce watn me ceHiaeo so>i sassers r^30ft-aaa:appf0!/ea ^asns aria specnicauojnson file with Bayfield County Planning and Zoning Department. The system will be operated in such a manner as to meet the designed plans. I (we) agree to maintain saidprivate system atthe ttefow ffsfed focafiorT rrr accardance wittr rufes ffstablfshecf inthe Wt Adm. Code, as from time to time amended. (COMPLETE Legal is required) _1/4 of:_1/4 A.'rtrU+inrt^t \ oftftt Hife^.r'r'ln'tiftrr Towtof GraoriV.iew Section '/-( Township 44 ^ Range 06 W. See attached CSM DOCUMENT NUMBER2024R-60353 1 DANIEL J. HEFF-'NER Rt-.GISTLR OF DP:F:DS BAYFIELD COUNTY. Wi RECORDED 06, 1 0/2024 AT 8:00 AM RECQKDING F EE; $30.00 PAGE'S: 4 Recording Area \Acwaget 5.7&Return To: C3(JV t LOT. Lot,Block_Subdivision Lot.csM#2333 vol..Page.CSMDoc#, Planning and Zoning Department D ^^yv-wd -grswty E Mound Q ),"r-§rayB-d-d3&s-d Q ta-'Sre-.i.Rd ^TOSS'J.TS 'S/^sW^'w, Se'wage S'ystem'. D At-grade Sewage System D Other. SepticTank (system types A. through E): The septic tank shall be pumped by a certified septag& servicing operator within three (3) years of the date of installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such in&Dectkw. ttie-larit te fotfftdt& have tess than one-thiKi ( 1/3Vof the volume oecuoied b< sludae and scum. Pump- ChsfRisw (ayste,"; types B, C; D, and E^ T,te pu<??p- c,t?a,<??fc©F s,lxa? a<as- fce fmssd aid pumped otit whsn the sepiic tank is sen'iced as provided above. The switches and pump controls s.ha!! also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell fevstem types A through E): The private -sewage -system distribution cell shall tie visually inspected by a certified (3) yeara thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface. Mounds, At-arade. and In-around Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewatet distribution cell coreponent i&inspected as pFovided above, Owner(s) agree that failure to^ comply with this agreement will resu/( in action being taken to pay all charges and costs inc.urred by Bayfield. County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice- in the event the owner ctoes not pay ffie costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be piacea on the tax roil as a special assessment for the anafement of a iwman twatth fiazanf, ana tt? tax snail Oe cofiecfeo as pmvfefea oy law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. _/_• 6/->/^jer(s) Name(s.t - Please Print ^v/ ^o^ley Subscribed and sworn to before me on this date: Notari^ed Owner(s) - Signahirefs)Notary Public /^, My Commission Expires:Z'll^O^^- Drafted by: Doug Manthey y Date: __061Q4124_ u/ronns/sanitary/septlcmafnfenceagreement Revised July 2020 MATTHEW SCHOLTZ Notary Public State of Wisconsin Private Sewage System Maintenance Agreement Owner(s) Name Owner(s) Mailing Address Site Address Tax ID # As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil tester's report and approved plans and specifications on file with Bayfield County Planning and Zoning Department. The system will be operated in such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed location in accordance with rules established in the Wl Adm. Code, as from time to time amended. (COMPLETE Legal is required) 1/4 of_1/4 Section _Township _N. Range _W. Additional Legal Description: Town of _ (Acreage) _ Gov't Lot Lot_ Block ,__Subdivision Lot _ CSM # _ Vol. _ Page _ CSM Doc # \ ko.VL^UAC\^ ^J> ^ r-2-r e vx (LG. / Recording Area Return To: Planning and Zoning Department In-ground gravity Mound In-ground dosed At-grade Sewage System In-ground pressure distribution Sewage System: a Other. Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank is found to have less than one-third (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewater or affluent from the system is ponding on the ground surface. Mounds. At-arade, and In-around Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) Name(s) - Please Print Notarized Owner(s) - Signature(s) Subscribed and sworn to before me on this date: Notary Public My Commission Expires: Drafted by:Date: Proofed by: u/forms/sanitary/septicmaintenceagreement Revised July 2020 DOCUMENT NUMBER2024R-602807 BAYFIELD COUNTY CERTIFIED SURVEY MAP NO. J_333.__ LOTS 2 & 3 OF BAYFIELD COUNFf CERTIFIED SURVEY MAP NO. 1279, RECORDED IN VOL. 8 OF CSM ON PAGES 15-16,AS DOCUMENT NO. 2003R-487674, LOCATED IN GOVERNMENT LOT 7 OF SECTION 27, T. 44 N., R. 6 W., IN THE TOWN OF GRAND VIEW, BAYFIELD COUNTS, WISCONSIN DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTT, Wl RECORDED 04/03/2024 AT 10:25 AM RECORDING FEE: $30.00 PAGES:2 1/J./.?^SK/^(.-X7 TRAPPER LAKE -4yy^ ^.B^^•^:'?^(?^°°"e'.--v;'^CUEBOw^K^S^,T^°"6' ..I fHE OROINARY HIGH WATER LINE OF TRAPPER LAKEAPPROXIMATE AND FOR REFERENCE ONLY. ANIf LAND 8EIOW THE ORDINARY HIGH WATEFi LINE OF A LAKE ORA NAVIGABLE STREAM IS SUBJECT TQ THE PUBLIC TRUST INMAVIGABLE WA1ERS THAT IS ESUBLISHEO UNDER ARTICLE I,SECTION IX. OF THE STATE CONSmuTlON. SEAftiWS ARE !tCn:RENC£D TO THE 50^"LINE OF THE SE \/\ OF SECTlOM 27.WHICH BEARS h 89-4 7'53" W LOT 1CSM I; 79 LOT 1 250,700 SQ. FT. ± 5.76 AC. ± (BAVF1ELD COUtflY SHOREUNE UEASUREMENT - ,3*4') S. K. a: i s,'r §i s: a:s8,•s'alj§' [ISO.OO'J 149.30'(129.00-)128.88' N 89'57'44" W {N a9-2J'5J" W] (S 89-;6'30- E] N 89'25'13" W (N 89-2yS3" W} (S 89-26'30- E) §'§a" W 10(16762 ;,R S 1/i COR.SEC.27P «/ 5' CAP (5 89'jr59' [} |\ 2803.99' H 89-47'5J- W \ 2869.67' _l«_m-y >!____ „ ^ J 'iSSSS') m Ss 3R^ 3; s; .^f^cQNs!!^^^3^"""''fy^''^ (lu"S~-307^ ] 3\ \ ASHUyiO, ^5 UtlllHt* UTILITIES LEGEND * WOL-0- unurr poic »EU n wnurr POI£ •-.-•- WOtHCAD CiCCTRC UHE •<.*'-.* :s „ s LINE UNELI -fl-ilAllL2^ML MLE N &.KN(N SEARING89-47'S3- 89-23'37" 89-23'5,i'89-5S'28' 89-21'<0' w^~s. wIS DISTANCE~~?W (65.9 D(66.00') 65.98' (65.90') SCALE: ONE INCH - ISO FEET JOO C./L PIONEER RD R/W U? SS COR. -SEC.27.•»• IP W/ 5' CAP tfcewo 0 FOUND 3/1' IRW m0, UHlfSS HOJED r / is' iajN PIPC (wr.-i.u ts/rr).SET THIS SUmC/necosom woswmoH PIPE DtMCNSiONS ARC OUTSIDE WWTER CLIENT: KAY HOVDEJOB NO.! HS3/S13 SCM.C: OHC INCH - 150 FECTCMBT; 2/13/2021FSU) WSK COUPIHED: S/e/2021 Flt£: M/TW»SW/S£C27-1010; W2J_2»J_WH)fPSWiVt- *OJ_2UWB. 4J2 fV. USORVTEO BY: TZBSHEET I OF 2 SHOTS NELSON SURVEYING IN CORPORA TED *«P "<'• csr w susvsfma wax vscx w vs voocs saMX isv (7) ^^ BAYFIELD COUNTY CERTIFIED SURVEY MAP NO. J[121__ LOTS 2 & 3 OF BAYFIELD COUNFf CERTIFIED SURVEY MAP NO. 1279, RECORDED IN VOL. 8OF CSM ON PAGES 15-16, AS DOCUMENT NO. 200JR-487674, LOCATED IN GOVERNMENT LOT 7 OF SECTION 27, T. 44 N., R. 6 W., IN THE TOWN OF GRAND VIEW, BAYFIELD COUNTY,WISCONSIN SURVEYOR'S CERDFICATE I, PETER A. NELSON, PROFESSIONAL LAND SURVEYOR IN THE STATE OF WISCONSIN, HEREBY CERTIFY: THAT ON THE ORDER OF KAY HOVDE. I HAVE SURVEYED AND MAPPED LOTS 2 & 3 OF BAYF1ELD COUNTC CERTIRED SURVEY MAP NO. 1279.RECORDED IN VOL. 8 OF CSM ON PAGES 15-16, AS DOCUMENT NO. 2003R-487674, LOCATED IN GOVERNMENT LOT 7 OF SECTION 27,T. 44 N., R. 6 W., IN THE TOWN OF GRAND VIEW, BAWELD COUNTi-, WISCONSIN; SAID PARCEL CONTAINS 250,700 SQUARE FEET, MORE OR LESS, WHICH IS 5.76 ACRES, MORE OR LESS, INCLUDING THAT LAND LYING WITHINTHE RIGHT OF WAY OF PIONEER ROAD, SOUTH TRAPPER LWE ROW AND BETWEEN THE MEANDER UNE AND THE ORDINARY HIGH WATCR UNEOF TRAPPER LAKE AND THE EXTENSION OF THE LOT UNES TO SAID ORDINARY HIGH WATER UNE; SAID PARCEL IS SUBJECT TO EASEMENTS. RESTRICTIONS. RESERVATIONS AND RIGHTS OF WAY OF RECORD OR USE, IF ANY. THAT THIS MAP IS A TRUE REPRESENTATION OF SAID SURVEY; THAT SAID SURVEY AND MAP FULLY COMPLY WITH CHAPTER A-E 7 OF THE WISCONSIN WMINISTRATOE CODE. SECTION 236.34 OF THEWISCONSIN STATUTES AND THE BAYFIELD COUNTY SUBDIVISION CONTROL ORDINANCE: AND THAT SAID SURVEXOUU'WWWORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF.^K^'1 \^\^^ BAYRELD COUNTT PLANNING AND ZONING APPROVAL THIS BAYRELD COUNTY CERDRED SURVEY MAP IS HEREBY APPROVED 6Y THE BAYHELD COUNTr PLANNING AND ZONING DEPARTMENT. /Z^__ __o^..yJRUTH HULSTOOMPLANNING AND ZONING DIRECTOR DATED THIS y DAY OF '4^rtl--,2024. CERTIFICATES CLIENT; KAY HOVDE JOB H0.l HS3/211WJC: 2/V1/2024flEUI IIOKK COUPtHW: 2/S/20S4OW7EC BY: T2B RLf; H/T4WRSW/SCC27MM: HSS^ILWVDCPSUK N21.21Jm *u pc. us SHCET 2 OF 2 SHEETS fOI If KW STRUTsum- rooASHUW. WSCCWSW 5WK;(US) S8S-2SS2NHW.ftEUONSUmWW COU NELSONSURVEYINGINCORPORATED UVW.CSUJX4 sowmme row mar or m wooes awcr JOM © ^OQ<I PAGE 6 OF 6 Mound Management Plan IMPORTANT: The owner of this mound system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wise. Admin. Code. Pursuant to SPS 383.52 (2), Wise. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wise. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flows 45° gpd: BODs ^ 220 mgL-1; TSS S 150 mgL-1; FOG<30mgL1 Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (/.e. odors, user complaints, etc.) o mechanical malfunction (/.e., pumps, valves, switches, floats, etc.) o material fatigue (;'.e., leaks, breaks, corrosion, ete.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) o neglect or improper use (/.e., exceeding design capacities, prohibited activities, ete.) o extent of ponding in distribution cell prior to dosing o dosing irregularities (/.e., pump re-cycling, float switch settings, ete.) o electrical components (/.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN 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 (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wise. Admin. Code. o Effluent filterisl shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A sen/icing period will always be greater than 12 months. o Distribution laterals shall be flushed once every 3 years or when necessary. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wise. Admin. Code. Report any component failure or malfunction to: Name of individual or company: HK SeptJC _ phone: 715-798-3494 Local government unit: Bayfield County Zoning _ phone: 715-373-6138 Local government unit address: PO BOX 58 Washbum, Wl _ ZIP: 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wise. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wise. 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, Wise. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced 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. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wise. Admin. Code. BAYFIELD COUNTY SANITARY PERMIT # 24-71 S STATE SANITARY PERMIT D TRANSFER/RENEWAL PREVIOUS NO. OWNER: Kay Hovde PROPERTY LOCATION: Town of Grand View Lot 1, CSM #2333 SEC 27, T44N, R6W PLUMBER: Douglas Manthey LIC. #: 230722 CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. McKenzie Slack AUTHORIZED ISSUING OFFICER 6/28/2024 DATE Condition: System to meet all setbacks. Management plan to owner. Properly maintain per recorded agreement. Adhere to State approval/conditions. Properly abandon existing/old system per SPS 383. THIS PERMIT EXPIRES 6/28/2026 UNLESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SRn-n649<KR ofi/?.'n