Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
24-156S
Request for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note Time Change fl Discrepancy Other Phone Number 715-739-6868 Plumber: Doug Manthey Fax Number Email Address LOUJACK LLC Homeowner: norpines@chegnet.net Immediate Phone Number So Zoning Sanitary 24-156S Dept can call you right back (if needed) Permit #: Plumber's Choice Zoning Dept No Inspection(s) during this time Date: 06/17/25 Plumber's Choice ■� Tuesday (9:30 am - 12:15 pm) (Tracy) Zoning Dept Time: 9:00 Plow ■ 2:00 Inspection dr r Township: Namakagon Address # & Road Name: or 45530 & 45540 Marsh Ln Directions To Site: Comments: ** Plumbers you must verify any change(s) by fax or email ** Notes from u/forms/sanitary/requestforinspection Zoning Dept (O4/12/04); ® June 2023 ya PS� Industry Services Divislor General Information Permit Holders Name: Tank Information TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Septic 4//e6e e /2' /(%Q 2 N/A Dosing N/A Aeration N/A Holding Private Onsite Wastewater Treatment Systems ( POWTS) Inspection Report (Attach to Permit) LOUJACK LLC 15.04 (1 m)] 1312 89TH ST village 9 Town at: NEW RICHMOND WI 54017 13M IUescnpnon: setback to: I County Sanitary ermlt No: ay -1566 State Plan Transaction ID#: Tr -03 onto -G Parcel Tax No: Ayz3 Pump / Siphon Information Pump Manufacturer PumpModel ` Demand GPM Filter Manufacturer p '('Fd Filter Model 4 Ores TDH Lift Friction Loss Head _ Total Forcemain Lent D,,y Dist To Well Dispersal Cell Information DIMENSIONS Width Length, # of Cells I SETBACK FROM Prop. Line fry?- Building gpt We OHWM Type of Cell Manufacturer: Model Number: Pretreatment Unit Manufacturer: Model Number: )istribution System Header! Manifold ' /jam Length Dia // Distribution Pipe(s) r // Length Dia Spac X Hole Size X Hole �/, 27 Obs rvation Pipes Spacing Yes ❑ No Soil Cover Elevation Data STATION S HI FS ELEV Benchmark i3 Bldg. Sewer y 3z Tank Inlet (d 3 Tank Outlet Dose Tan et a 3, Dose Tank Bottom Inst. Contour Header / Manifold Distribution Pipe 526 Infiltrative Surface %6 LV, U' Final Grade O%•O X Pressure Systems Only Depth Over Depth Over Depth of Seeded / Sodded Mulched Cell Center Cell Edges Topsoil ❑ Yes 0 No 0 Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) 7/2 1tv/!ra �/alv yid -°9 / t r 0alt(7, d e Cacti. Plan revision required? ❑ Yes 5ANo /7 Use other side for additional informa(ion. Date R RrlR71n /R n1r911 POWTS Inspector's Signature License Number 44 Property Owner Information As you know BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zoning(a&bayfieldcountv.wi.gov Web Site: www.bavfieldcountv.wi.gov/147 LOUJACK LLC 1312 89TH ST NEW RICHMOND WI 54017 onsite wastewater treatment system on your property described as: Notes: Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 was contracted by you to install a private Abandonment of Old System to meet all applicable code requirements: 1 :• Tank was pumped by: C. Tank was crushed / removed and pipes disconnected by: on at AM/PM On at (AM I PM) the above -mentioned plumber contacted our office to conduct a pre -cover inspection as required under DSPS 383. One of the following applies: ❑ System was inspected and appears to meet all applicable code requirements. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. ❑ System could not be inspected because plumber covered prior to scheduled time of inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. ❑ System could not be inspected because County could not respond to plumber's time constraints. Comments: URorms/sanitaryprapertycwner-input April 2019 ar ii "uTl 6 U tiDepartment of Safety ss �` APR 25202 & Professional Services, PS 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 nurnnses in accordance with the Privacy Law. s. 15.04(l)(ml. Slats. LouJack LLC 1312 89th Street New Richmond, WI H. Type of Building (check all that apply) ® 1 or 2 Family Dwelling — Number of Bedrooms ❑ Public/Commercial — Describe Use O City of O State Owned — Describe Use CSM Number O Village of l Town of Namakagon III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one boa on line B. Complete line C if s livable A. New System y ❑ Replacement System O Other Modification to Existing System (explain) O Additional Pretreatment Unit (explain) B. O Holding Tank ❑ In -Ground O At -Grade ® Mound ❑ Individual Site Design I ❑ Other Type (explain) (conventional) C. ❑ Renewal Before O Revision O Change of Plumber ❑ Transfer to New Owner List Previous Permit Number and Date Issued Expiration 54017 1 715-684-9150 Bayfield Sanitary Permit Number (to be filled in by a�- (%S State Transaction Number uiT5-O3X4Oo54O Project Address (if different than marling ad 45530 & 45540 Marsh Ln Fame! # 24423 Property Location Govt. Lot 8 A. _. HA. Section 04 150 1.0 150 150 100.04 Tank Information Capacity in Gallons Total Gallons # of Units Manufacturer seP- 0,O 4U 2 c a'8 n on $. wO ,C.) New Tanks lExisdngTanks Septic or Holding Tank 840 840 Wieser Concrete X Dosing Chamber 500 J 500 V. Responsibility statement- 1, the undersigned, a responsibility for'nstallation of the POWTS shown on the attached plans. Plumber's Name (Print) Douglas Manthey I MP/MPRS Number MP 230722 I Business Phone Number 715-739-6868 Plumber's Address (Street, City, State, Zip Code) PO Box 196 Drummond, WI 54832 44 Approved ❑ Disapproved $ r� ( '" to -.". / "7774' ❑ Owner Given Reason for Denial JLr t0 Conditions lApprovallReasons Approval/Reasons for Disapproval Attach to comnlcle nlnns for the system and so Lm it to the Cm"nv on lv on nnner not less than 8 1/2 x 11 inches in size SBD-6398 (R. 03/22) #26-24 ORIGINAl Pr.J l4rr� 3 s Wisconsin Departmentof SevicSafetyantl Professional Services MAR 1 8./0[1ageof_ p d Divisional Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County / Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, e but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. O? Y/oV2 0 979. Please print all Information. Reviewed by r ` Date Personal information you provide may be used for secondary purposes (Privacy Law,1/r,`✓ s. 15.04(1)(m)). `r 13- 1134 - Property Owner Property Location D [a - o L I'v a Govt.Lot Y. Y. S 09 T y,3 N R O G E (or) W Property Owner's Mailing Address Site Address or CSM and Lot t PO Sr5'.i % Gn_T �m 7- /✓ City State Zip Code Phone Number 0 City ❑ Village Town I Nearest Road . ErNewConstruction Use: L[Residential/Numberofbedrooms / Code derived designfow rate ACh GPO D Replacement ❑Public or commercial —Describe: Flood Plan elevationif applicable 2iI n. Parent material C/,• a( T.%/ p� 77 11 fl Q� PGeneral comments and recommendations: i7?Op "v G�$ri T"G4t /� ( Ti UBoring o Boring # 171on Ground surface elev. 9 /ft. Depth to limiting factor 2Sm. / elev. S 71 t ICJ Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots wu erppewuan mate GPD/FF •Eff#1 'E1H2 / -% 7 S Via° 3/z — 51..P t- J1/F ..C 1.O 3 -a— n y/r .q•s rVfr — - L sic .., 2cd6 6 /.o ® Boring# ❑Boring � ©Pit Ground surface elev. < 5' I —1 it. Depth to limiting factor'?Tin. / elev._T Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots CUM nyyuLauun flaw GPD/Ft2 `EN#2 / O- 7S'fl /e - Z- .2 aR /y]vF.i' J t•`' !✓15*S yP3 K-EfIW CST Name (Please Pri; a c Signature CST Number �0 YU Address /(2o /S 4c!c Av. <.16/J Date Evaluation Conducted '?-/-2 f /-cn Telephone Number .1 Effluent#1=BOD> 30s 220mg/L and TSS>30s160mg/L •Effuent#2=BOD, S30mg/L and TSSs 30mg/L SBD-8330 (R04/21) Page .2 of 3 ❑Boring Boring# Pi( Ground surfaceelev.' . MAR tt ttrMdiling taotor 2 in.lelev7i .3fl' Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots I.p JIi dUU11 Rdltl GPDIFt2 tEfr#1 •Eff#2 % .2 B^ %SYAe 34 re Y/7/ — — St SC .2.4-4' -2nrs.6k M.,ac P F4# w " /!i r//F G •6 /• O O ❑ Boring # ❑ Boring ❑ Pit Ground surface elev._ft. Depth to limiting factorin. ! elev.ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots oaf' nppncauon Kale GPDIFtz Efl1 , ❑ Boring# ❑ Boring ❑ Pit Ground surface elev_It. 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 Boundary Roots Quip nppnwuon Kale GPD/Ftz ,Eff#1 ,Ef#2 Effluent#i = BOD > 30 s 220 mg1L and TSS 1 30 5150 mg!L ' Effluent #2 = BOD, 5 30 mgiL and TSS s 30 mg/L -owner hi Yr�`I T a�1 8av4kc & ra � se 7"fusTe_s p° 80A637 C.45/ . tc'Z r#' 2 l -Ley -q( So 4/ Tv3 ,V /Z D 6 Go1iT LoTW g /cav$4< Lit) Nam A.t'kyo / yfZic/c( coct bt+'y ogy/ogcoy90 /oo g` sNiKe in d©" /4q ssw000 on Wes% S cE� BI 99• a3 7 Piro('. 44/-A 45 6<. l02 .S (,cA &flfltvt<I tG ,/% 5T .(,4.T /O1.O Ga�C ez <5% wJ/sogogo K c f, a .tA &t4 MAR 18 2024 BAYFIELD COUNTY CHECKLIST FOR CERTIFIED SOIL TESTS Submit the Following (Use Permanent Ink): O Check List ❑ Index Page / Title Sheet (Optional) ❑ Original Soil Evaluation Report (Submitted in Deed Holders Name — not prospective buyers) ❑ Original Plot Plan O Cross Section Soil Profile Sheet (optional) ❑ Additional Information (Warranty/Quit Claim Deed) (Optional) Soil Evaluation Report: (Include the following Information) 'arcel Identification Number (must be 23 digit Tax ID#) DO NOT USE 12 digit, they are no longer being used i1Prooerw Owner's Information not prospective buyer's name) CiProperty Location (Accurate Legal Description with Sec/Twp/Range) f1 Road Name (where driveway is/will be coming off of) I3 Floodplain Elevation, Flow Rate, Comments and Recommendations Btomplete Soil Boring / Pit Information Erbate Soil Evaluation was conducted B`CST Name, Signature, Number, Address and Phone Number O *Date Stamp* MAR 182024 Plot Plan: (Include the following information drawn to dimension or to scale) D'Bench Mark (Description, Elevation and Location) O'Contour Lines (Example = 98.0' /96.0' /94.0') L9 -Property Location (Sec/Twp/Range/, Accurate Legal Description) Er -borings (Locations and Elevations) �ercent and Direction of Land Slope fTWell Location (Including Neighboring Wells, if applicable) O'Location of Wetland Areas, Floodplain and Navigable Waters Ld' iildings, Driveways, and Structures (Location and Descriptions) [3'Cocation of Property Lines E'€xisting System Location ll Address Number and Road Name @ Current Surface Elevation of Wetlands and Navigable Waters ((CST, Owner and Property Information Cs7'i1orth Arrow Fee: certified Soil Tests - Review & Filing Fee $ 50.00 u/forms/sanitary/checldist/checidistforests Mound Plan � � � � � GE1OF6 of 6 APR 2 52024 Index & Cover Sheet Component Manual Design References?"field Co. Zoning Dept. 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 Pump Curve POWTS Application for Review Manufacturer Tank Specs Soil Evaluation Report & Site Map Property Listing Project Name I Description Brose Mound Owner Name(s): LOUJACK LLC Owner Address: 1312 89th Street New Richmond, WI Project Address: Govt. Lot: 8 1/4 of 1f, Section 04 T 43 N -R 06 E ❑ or W W✓ Township: Namakagon County: Bayfield Project Parcel ID #: 24423 45530 & 45540 Marsh Ln Phone: 715- -684 9150 Zip: 54017 Designer Information Designer Name: Douglas Manthey Designer Address: PO Box 196 Drummond, WI E-mail: norpmes�cneyHUL.rn License Number: MP230722 Remarks: Signature: signature required on each submitted Copy. 715 -739 -6868 Zip: 54832 space reserved for approval stamp. CondlNoeelly APPROVED OF SAFETY AND PROFESSIONAL SERVICES SEE 03/2912024 Date: 03/14/24 Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way PO Box 7302 Madison, WI 53707 March 29, 2024 CUST ID NO.: 230722 DOUGLAS E MANTHEY P.O. BOX 196 DRUMMOND, WI 54832-0196 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/29/2026 MUNICIPALITY: TOWN OF NAMAKAGON BAYFIELD COUNTY SITE: BROSE MOUND 45530 & 45540 MARSH LN CABLE, WI 54821 GOVT LOT 8 S04 T43N R06W FOR: Design Wastewater Flow Value: 150 Bedrooms: I Limiting Factor(s): 22 Inches Maintenance Required: Effluent Filter U LS U I 1 iunu� Phone: 608-266-2112 APR 2 52024 iUj Web: htto //dsps.wisov ail: dspsnwisconsin.gov Bayfield Co. Zoning Deny Evers, Governor an Hereth, Secretary Identification Numbers Plan Review No.: PWTS-032400540-C Application No.: DIS-032411829 Site H) No.: SIT -128087 Please refer to all identification numbers in each correspondence with the Department. Condiflonally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIV SION OF II STRY SERVICES SEE CORRESPOND CE 032912024 Mound Component Manual - Version 2.1 (May 2022-2027) Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) • A full size copy of the approved plans, specifications, and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a %.-inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state -approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacturer's recommendations. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan. OWNER RESPONSIBILITIES D IE 1 I] f" E • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions r 1 ting,tq,groper use Z4 and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenanm owner's manual for the POWTS described in this approval and Wis. Admin. Code $ SPS 383.54(11. IId Co. Zoninn • in the event this soil absorption system or any of its component parts malfunctions so as to create a health haayzaerde'prSD0pt. 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 granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Ca o Peml;r G Katie Petzel O Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 - owns r t-oL 3acc LLC 1312 e0.4" S\. New Lov'J, WT Syol1 La5q So'/Tv3 )V9b 6 6c'7- L07 W Sr M4�Sh LA) /Vann Y#iC/c( Co & flthY l d 034/6Yto77o g"cP/'Kc IA 'o' /4as=weed, on Wcr% S�C BI 99. 1 Az 9J X33 78.2 fro('. 44i ; CL. Jo .f tn.yP, Cr roKR� I Gl. if% .sr, —C p 4a E4 13,7 Su, &c.c CO.0 C Bleu - Sysker. Bleu ... - CaynpbIAevi WOIALuwlj 43 -Moo„oL Uers:o, 1.1 CS/12-Sfso) Oer oM 24(Sj}•sj )4r4 - All COhuey 0."c< Pt" g s� L, qO tsz 73.9 J� ,Z 8•�S St Rm-/O° B /rvr' l/°nne b,5 e 2c .1 n Nv APR 252024 1i4Id Co. Zoning Dept. Prop.O 5ca (e• MG' 13 o'7 2-2 3/NI2 V Ij uu ''u'EII APR 2 52024 Bayfield Co. Zoning Dept. SINGLE -CELL MOUND DISPERSAL AREA D= 1.16 ft 0.5' TO 2S WASHED AGGREGATE (noverr beneath dpp5e and, pipe- in. 0• MIN. 6.0' OF TOPSOIL COVER E = 1.34 It approved synthetic fabric) min.10ft System Elevation = 100.04 ft Lateral Invert Elevation= 100.54 ft ASTM C-33 SAND FILL min. 0bft _ 7 I CROSS SECTION VIEW rA 3 ft—� (No Scale) D (typical) E PbvaE Surtece Suite® Contour 6 % Slope Elevation= 98.88 ft (Show force main, manifold, and flush valve locations on plan view.) PLAN VIEW (No Scale) W. 18.6LL ft 15 ' 0 Schd140 PVC Lateral (typical) r—- a_—.._.—_—.—.___ ________________ I a= 50 ft Bend as necessary to follow contour nnWIrJ I APP TAP I J= 6_4 ft L= 68 ft Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. Reset Page I K n_M it I = 9.2 ft tlypka0 "0 m m w O rn 2 52024 Bayfield Co. Zoning Dept. DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) Laterals to be level First Office Schdt 40 PVC Lateral e = 1.25 In (typical) FLUSH VALVE DETAIL (typical) (No Scale) 1- critics In Valve pti Threaded of Center Cap (Insulation optional) for Head Testing (optional) \ Shies o pfor ) \ graveness applications !3811 Valve (optional) \\ Q (opt___) , Onboea a tuabv seared: ` (chars a) OR b) below) -. a)�---along bottom lll of lateral b) y- along top of lateral Flush Valve Aesembty wftha ry down (typical) (typical-seedelal) LastOdke odficespadng(x)= 24 in facIng (typical) (typical) LATERAL INVERT ELEVATION= 100.54 ft Orifice Diameter= .15 in (typical) OBSERVATION PIPE DETAIL (No Scale) Screw -Type or W Finished Grade Slip Cap Qooae) (nulched a seeded) 4'e PVC Pipe ,, d , j„ Topsoi Cover (min.lroop Top of pipe to ter inate < at or above fnished grade r; (4)1/4'-1' x a' Slots span ArwlioM1lg Device Infiltration Surface 1.5 O5drdl40 PVC Force Main (Mope to pump tank for drab -back) Lateral Length (P) = 47 ft Number of Orifices per Lateral = 24 Orifice Discharge Rate = 0.54 glue Number of Laterals 1 Lateral Discharge Rate = 12.96 gpm TOTAL DISCHARGE RATE = 12.9E GPM (typical) Fist Orifice (typical) END MANIFOLD ctmX�l> 0✓ CONNECTION Check applicable box. Montreid ( First Orifice Pips option) > (typical) m 4-- x--'i'—X/2 a (typiceg (typical) O Manrold Jd ❑ CENTER MANIFOLD TI (riser) CONNECTION 6) PAGE 5 OF 6 LJ SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 4"9 Vent Pipe APR 252024 IJ >10 ft from Building Electrical must comply with 12" Min. or 2.0 ft above COMM 16 anExtend manhole riser as necessary: d NEC 300 `'fieltl Co. Zoning Dept. Established Flood Elevation flfl Wealf (typical) Approved Junctiontion Bo Box Approved Locking Manhole Vent Cap with Warning Label Attached IMPORTANT: (typical) Anchor tank(s) as necessary --.conduit pursuant to SPS 383.43 8 4' Mln. or loo ft levae ( )(g) Established Flood Elevation - T (typical) Finished Grade CAPACITIES @ 11.82 gal/in Depth (in) Volume (gal) A 26 307.3 B 2.0 23.6 [C] 3 35.5 D 12 141.8 I Liquid A Depth B B II C Pump *Pump Tank Liquid Level = 43 in kkG Force Main Diameter = 1.5 in Force Main Length =60 Force Main Void Volume = 5.5 gal 18"Min. (typiical) 1 -Approved Joint' with Approved PIpe 3 ft aria Solid Ground (rypimll `Install and maintain pursuant to manufacturers instructions. PUMP -OFF ELEVATION = 95.3 ft concrete INSIDE BOTTOM Rink ELEVATION = 94.3 ft 3" Approved Bedding Material Beneath Tank [C] Total Dose Volume TDV = 35.5 gal/dose L(5X total lateral void volume <_ TDV <_ 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 13 gpm PUMP TANK: Volume = 500 gal Manufacturer: Wieser Concrete Pump Manufacturer. Goulds Pump Model: EPO411 (See attached pumpcurve.) Controls/Alarm Manufacturer: SJE Rhombus Controls/Alarm Model: SJE1025830 Float switches containing mercury are prohibited. 5.24 + Min. Supply Head = �5ft + FM Friction Loss =__________ft + Fitting Loss` = 1.1 ft ((min. supply head x 0.31 + filter loss) =TOTAL DYNAMIC HEAD = 0 .84 SEPTIC TANK(S): Total Volume = 840 gal Manufacturer(s): Wieser Concrete Install approved force main filter pursuant to manufacturer's instructions. Filter Manufacturer. SimTech Filter Model: STF100A2 P APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS • Solids handling capability: a/: maximum. • Capacities: up to 60 GPM. Total heads: up to 31 feet. • Discharge size: l t/i' NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F(601C)intermittent • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor. • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset • EPOS Single phase: 0.5 HP, 115 V or 230V, 60 Hz, 1550 RPM, built in overload with automatic reset • Power cord: l0 foot standard length, 16/3 SJTOW with three prong grounding plug. Optional 20 -. foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Auto- matic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ■ EP04 Impeller. Thermoplas- tic Semi -open design with pump out vanes for mechanical seal protection. mc1w i rcc SubmersibleIlii Effluent Pu APR 2520z4 3871 EP04 EP05 ■ EP05 Impeller: Thermoplas- tic enclosed design for improved performance. ■ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ■ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ■ Motor Cover: Thermoplastic cover with integral handle and float switch attachment points. ■ Power Cable: Severe duty rated oil and water resistant. ■ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING $P' Canadian Standards Assodadon Goulds Pumps is ISO 9001 Registered. 10 12 m'/h CAPACITY Goulds Pumps O2002 Goulds Pumps ITT Industries Effective September, 2002 B3871 4" CAST —A TOP VIEW � U � 2k„ �-- )dad 6UIU07 00 pIGU/eg r tizu c Z add 1= ci ii it .._I ._ W840/500 -MR TANK SPECIFICATIONS DIMENSIONS: CAST -A -SEAL WALL' 2 9/16" BOTTOM: 3" COVER: 5" < MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 59 1/2" LENGTH: 9'-5 3/4" WIDTH: 7'-9" BELOW INLET: 48" LIQUID LEVEL- 43" WEIGHT: BOTTOM 7.360 LBS. COVER 3,790 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: 19.61 GAL/IN (SEPTIC) 11.82 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, 4" VENT OR SEPTIC/SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) ____ CUSTOMIZED TANKS: OUTLET FOR CUSTOM TANKS CONTACT WIESER CONCRETE _ - n I U YU f d -I REVIEWED BY PUMP PAD REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: ASTM C-1227 a. J 2 C I z 0< O U, I U 00 °0 w 3 rn 17 Or '1 Bayfield County, WI 04r'L -IL>2<3Y2 _ TR AV t5lS,+Er UII JUP;G o )6 HEI��'<N, DRDID/TDK.1 # 24393 ' MICHAEL J 6 ANNE 9ROSE TRUSTEES DRDID/TRKQD # 213Y0.' Lou3ACK LLc , JACKSON LAKE �^4r- DRDID/TRA•tD #2M23 /T OWID9x tD # 2091 LOUJACKLLC '.S -- at e�e LOUJACKLLC • : _ NAMEKAGON LAKE DRDID/T¢v lb x LAKE U: e" u ( • '� � DP DA DR_DIDOU ACK #24126 RDID/TRx Ib # 209D m w AS °t ;.' 'LOUJACK LLC mar AMANDA J STAUDEMEYER REV TRUST J` v 5/6/2024, 4:00:22 PM 1:3,143 Wetlands Flood Plain Boundaries Active Dec 16th, 2011 0 0.04 0.07 0.15 mi Rivers AE = Base Floodplain where base flood elevations are provided. 0 0.05 0.1 0.2 km Lakes Building Footprint 2015 Approximate Parcel Boundary • Building DDYrME Camry Lane Recants DepamreM Road Type ...... Private Del/laid C°unbZMMADpfl hltpsllmapshayheldcamry vA.9ovIZa* WA& APR 2 52024 Rnyfirjri ( 7nfl 1 Dept State Bar of Wisconsin Form 3-2003 QUIT CLAIM DEED Dowmtetu Nit Docrmxm Neme THIS DEED, made between Michael J. Brose, a married person, Sara I Brose, a married person. and Ann M. Bross, a married Denson ("Grantor," whether one or more), and LouJack, LLC ("Grantee," whether one or more). Grantor quit claims to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in Bayfield County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): See attached Exhibit A. Dated ("f{7r" I % ) ,1 242Z ACKNOWLEDGMENT AUTHENTICATION Signature(s) Michael J. Brow, Sam J. Grose. Steve W. Siemers and Christopher R. Anralone authenticated on flvn / / r) • Ann E. Bross TITLE: MEMBER STATE BAR OF WISCONSIN (If not authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: Ann E,Brose - Doar, Drill & Skow, S.C. P.O. Box 388, New Richmond WI 54017 DANIEL J. HEFFNER HAYFIELD COUNTY, WI REGISTER OF DEEDS 2022R-595471 07/12/2022 01:42PM TF EXEMPT #: 15S RECORDING FEE: $30.00 PAGES: 3 Area Name net Reran Ad&ess Ann a Brose Doer, Drill & Skow, S.G P.O. Box 388 Now Rlchmoad, WI 54017 See attached Exhibit A Parcel Identification Number (PIN) This ii net homestead property. (is) (isnot) STATE OF WISCONSIN ) as. ST. CRODC COUNTY ) Personally came before me on the above -named Ann E. Bross to me known to be the person( instrument and acknowledged the Notary Public, State of Wisconsin My Commission (is permanent) (e tin (Signatures may be sutbeetteated or aeknowkdged. Both are not neeenary.) NOTE THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. QUIT CLAIM DEED O2003 STATE BAR OF WISCONSIN FORM NO.3.2003 " Type nine below siwuanes, Hayfield County Register of Deeds Document # 2O22R-595471 Page 1 of 3 ll APR 2 5 2024 BUJ yfI(elzz Date Date `f//c! fit _ Date QUIT CLAIM DEED SIGNATURE PAGE (CONT.) C. '-rte &ZeO-{S Ann E. Grose, spouse of Michael J. Brose Bayfield Co. Zoning Dept. t y Steve W. Siemers� spouse of Sara J. Brose Christopher R. Anzal e, spouse of Ann M. Brose Bayfield County Register of Deeds Document# 2022R-595471 Page 2 of 3 L {L II APR 2 52024 EXHIBIT A Bayfield Co. Zoning Dept. Parcel IDs: 04034243060440500930000 04034243060420500310000 04034243060410500130000 04034243060410500810000 Lot One (1) of Volume Two (2) of Certified Survey Maps No. 85, Pages 96 and 97, recorded as Doc. No. 289011, being a part of Government Lot Nine (9), Section Four (4) Township Forty - Three (43) North, Range Six (6) West, together with joint use of that certain existing laid out 25' roadway leading to said land through aforesaid Government Lot Nine (9) and connecting with the Town Road. Government Lot Three (3), Section 4, Township 43 North, Range 6 West in the Town of Namakagon, Bayfield County, Wisconsin: Government Lot Eight (8), and Government Lot Seven (7), in Section 4, Township 43 North, Range 6 West, Town of Namakagon, Bayfield County, Wisconsin, EXCEPTING: That portion of said Government Lot 7 included in the premises hereinafter described; commence at the NW comer of said Section 4 (being also the new comer of Government Lot 2) and proceed S. 88° 49' E., along the north line of Section 4, a distance of 2655.84 feet to the north quarter corner, thence south on the line dividing Government Lot 2 and Government Lot I to angle point 15 of the Dependant Resurvey completed by the Bureau of Land Management on November 9, 1966; thence southerly to a point on the south line of Government Lot 7 being a distance of 2655.84 feet from the West line of said Section 4; thence West along the south lines of Government Lot 7 and Government Lot 2 a distance of 2655.84 feet to the West line of said Section 4 (being the Southwest comer of Government Lot 2); thence N. 3° 43' W., along the West line of said Section 4 to the Northwest corner thereof, and the point of beginning; AND EXCEPTING: That portion of said Governments Lot 7 and Lot 8, in Section 4, Township 43 North, Range 6 West, Town of Namakagon, Bayfield County, Wisconsin lying Easterly of Jackson Lake Channel. All that part of Government Lot One (1) of Section Four (4), Township Forty -Three (43) North, Range Six (6) West, lying Westerly of the Jackson Lake Channel, in the Town of Namakagon, Bayfield County, Wisconsin. Bayfield County Register of Deeds Document # 2022R-595471 Page 3 of 3 55-00319 BAYFIELD COUNTY CHECKLIST FOR SANITARY APPLICATONS u u uu PR 2 52024 Submit the Following (Use Permanent Ink) (Title 15, Section 15-1-10(e)) A C eck List Bayfield Co. Zoning Dept. Original Sanitary Application (Submitted in Deed Holders Name — ntqt, prospective buyers) (383.21(1)1.) Windex Page / Title Sheet (Signed by Plumber) (383.22(2)69(c)) L9 Original Plot Plan (383.22(2)2. 3. & 4.a) •A 12(ross Section, Over -Head Profile of the System and Schematic of Tank from Manufacturer JE�Pump Tank Diagram, Alarm and Pump Curve (when applicable) C'fcontingency Plan / Management Plan (383.22-3(2)(b)1.f.) ICJ Maintenance Agreement (Owner's Original Signature) (383.21(2)(c)(5),(6) (Recorded at Reg. of Deeds) 0 Holding Tank Agreement (383.21(2)(c)(5) (Recorded at Reg. of Deeds) 0 Holding Tank Service Contract (Original Signature of Pumper and Property Owner) (383.21(2)(c)5) 0 ATU Servicing Agreement (Recorded at Reg. of Deeds) C�F�e (Make Check Payable to Bayfield County Zoning) (383.21(2)(c)7) It Complete Sets of Plans (383.22(2)(2.) (Note: Sanitary Application and Maintenance Agreements are to be attached to all copies) 96(JI and Site Evaluation Report (383.22-3(2)(b)1.e.) C' Late Plan Review (when applicable) 0 Copy of Warranty/Quit Claim Deed (Optional) Sanitary Application: (Include the following Information) ❑ I Application Information must include: ❑ 23 digit Parcel ID# -- (do not use 12 digits anymore --obsolete) Cif Project Address or Road Name where driveway is/will come off of) CSI -(Owners Phone Number) III Type of Building 4J III Type of Permit i?f'IV Type of POWTS System P(V Dispersal / Treatment Area Information 7V9? yI Tank Information m II Responsibility Statement (Plumber's Information) O *Date Stamp* Plot Plan: (To Scale or To Dimension) ft1 Signature and Plumber Information Surface Elevation of Body of Water 12'Direction and Percent Land Slope l7Tank and Filter Information and Location X Wetlands / Navigable Bodies of Water I�Absorption Area (Proposed and Existing) Y Bench Mark (Location, Elevation and Description) Component Manual Version �1/Address Number and Road ❑KNorth Arrow O Contour Lines u1'ructures and Driveways LBoring Locations PrProperty Lines 0 -Well Locations Legal Descriptions Turn Over ► Cross -Section and Over -Head Profile of the System: I�Surface and System Elevation ��uUnujl I5APR 252024 Position of Observation and Vent Pipes 9'6 imensions and Depths Bayfield Co. Zoning Dept. O/lake, Model & Number of Chamber Units in each Cell Prooe�Information 6 How many systems will there be on this parcel of land? t O Has this property been split? (Property Statement shows Property History) Fees: ❑ Private Sewage System (Septic Tanks) $ 400.00 ❑ Private Sewage System (Holding Tanks) $ 400.00 Qriounds or Systems requiring Pre -Treatment $ 500.00 ❑ Sanitary Revisions $ 25.00 ❑ Private Sewage System Reconnection $ 50.00 and Private Interceptor ❑ Return Inspection $ 50.00 ❑ Maintenance Agreements + $ 30.00 (checks made out to Reg of Deeds) u/forms/chedJists/checklistforsanitaryapps (10/2009);(®7/2011);(®2/2012X®5/2/2012 -dc) Proofed by: APR 252024 MICHAEL J. BROSE Bayfield Co. Zoning Dept. 1312 89TH STREET NEW RICHMOND, WI 54017 715-246-9051 (home) 715-684-9150 (cell) April 8, 2024 Bayfield County Register of Deeds 117 E. 5s' Street Washburn, WI 54891 Re: Sewage Maintenance Agreement Dear Register of Deeds, Enclosed please find a signed and notarized Private Sewage System Maintenance Agreement along with a check for $30.00 as a recording fee. A copy of the deed for the related property is attached for reference. Very Truly Yours Mike ose Enclosures cc: Doug Manthey (via email) TOPOGRAPHIC SURVEY LOCATED IN GOVERNMENT LOT 8 OF SECTION 4, T. 43 N., R. 6 W., IN THE TOWN OF NAMAKAGON, BAYFIELD COUNTY, WISCONSIN tTIDC 94 MAM OC A= DC 0001AY I! aAlail 0 Or IACt 8W11 1L SIC WaMU IIRAAMR4 AID D[ lY Sf7L10f slow Aar IDS AD'Cfalfl At0 ACw SIICIA1oIH' IIaLn,1a OML7; Mr LrIO a1 W DC Oaa7ID Ia7I IDJ tIC Ar A tIC M A aSIDU I SODOW a SL W m AaCtlF taaCet AIIT a aS0letrJlm tAC7 R Amer OC fa+37r 1 Or Da aC OIK MC ar Z=m saDavula a s171Da nfwAw DID t L SI ACr NOW M OOr1DC wD7711R SD91tS SIC IOOZ DC RCGLra 8007 Ws Or tIC *11rfACar a saw 11fl a mar - r sna w Dt fazr rAa or m nssAroo7 aA11- farm Ow St7YC OK ICI - DI lLE1' 0 DI 107 JGCICT At matmo m a 1CClAI DC or aaosew 1a a mma a011s I Aro»-. Y I / •I :� lam' ' j //♦ spial �+^��,,,,��\ I r 1 ♦Y' i 1! ! --�— 1 • 1 fldf.67 fOJ11 �✓ I / :-- averOFLOT e WC. Ma 2-47f03 I Iii 8 2� \ / i / / = N G0 I � (/4,( , ,9i!/1� � sa Ir i PROPOSED LOT l' iI f0,S00 SO Fl. I 1 i 0.9J ACRES t �' RE'LUEO W ACRES O ACRES ij 11 � -'-- 1 ( � aa+i7ors aoeaalft 1 , ! 1 Atm1 ai A0mx slnfalml¢ LIo SiJmm w Dt S= or.mcnax mmm axat t I lashtL IIR1r f f - ♦ DW ON DC OALa7f OF A*= is U I MW MWA WCOMW MW AV YV W MO Or A 1 f i IR OM% i&LRCO OAAW', f.171E1Df{il! f Al I r:Y StCA7M t r. q M. R I K w At 7OM O' + I f ♦/♦ / I ! VW Da AW ffA MtDII DC 1W CA IDtsDJSIVOrSAOSLRKhAO / I +r0 ♦ \5. _ DW LIDS[Kft1'MO YV AK O7GRCr ID DC QlOI Y/ AOItiIGtA� wi0 ilia? I !. . I ."m a AC1.4M ICS - j 111M/ a - Antiow lCIOIGSm a*orR AQxiill ID f1Gf7iiC t IQT MO /CCDADMM 1W OQa71 M MDC L IC i JCS - 1>M . M7ICAOY; AS 10� lOIAO Xwo m Oats c :i=:: r, .:: • « A)d 10: IaJ/ RL• IC/r47Mp�IIfA HEART OF THE NORTH fAS7lw Dfw A — r — o"= w R7810C UK SORt CUKII ( �' :. 1' i • 6=1" $&a 1' - mr I CAA $at -s OO[ 1p7iT16Z, Iq 3/NJ S o P1t 7J -N1{2 e of 1.1.aia117n1/ I D MW SURVEYING OF HAYWARD, INC.�>1�p,rl u,.: .. fY , , 1 C o r Do 4 4 W Firefox https://novus.bayfieldcounty.wi.gov/access/REAL%20ESTATE/listin... Real Estate Bayfield County Property Listing Today's Date: 4/5/2024 -' Description Updated: 7/26/2022 Tax ID: 24423 PIN: 04-034-243-06.04-1 05-008-10000 Legacy PIN: 034104804990 Map ID: Municipality: (034) TOWN OF NAMAKAGON STR: SO4 T43N R06W Description: GOVT LOT 8 LYING WEST OF JACKSON LAKE CHANNEL IN 2022R-595471 Recorded Acres: 54.890 Calculated Acres: 50.939 Lottery Claims: 0 First Dollar: Yes Zoning: (R-1) Residential -1 ESN: 123 Tax Districts Updated: 3/15/2006 1 STATE 04 COUNTY 034 TOWN OF NAMAKAGON 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE + Recorded Documents Updated: 3/15/2006 O QUIT CLAIM DEED Date Recorded: 7/12/2022 2022R-595471 0 TRUSTEES DEED Date Recorded: 4/25/2022 2022R-594367 0 CONVERSION Date Recorded: 477903 532-48;840-1036 D) 0 UU PropertyStatus: Current Created On: 3/15/2006 1:15:47 PM APR 2 520`L4 i Updated: 7/26/2022 LOU CK LLC _., NEW RICHMOND WI @1Wng Address@ Mailing Address: LOUJACK LLC LOWACK LLC 1312 89TH ST 1312 89TH ST NEW RICHMOND WI 54017 NEW RICHMOND WI 54017 P Site Address * Indic_ates Private Road 45530 MARSH LN * CABLE 54821 45540 MARSH LN * CABLE 54821 ® Property Assessment Updated: 4/3/2023 2024 Assessment Detail Code Acres Land Imp. GS -RESIDENTIAL 1.000 48,800 108,700 GS -UNDEVELOPED 12.000 3,600 0 G6 -PRODUCTIVE FOREST 41.890 146,600 0 2 -Year Comparison 2023 2024 Change Land: 199,000 199,000 0.0% Improved: 108,700 108,700 0.0% Total: 307,700 307,700 0.0% 1 Property History N/A 'rOFF/C9� I of 1 4/5/2024, 1:32 PM Tracy Pooler From: Tracy Pooler Sent: T September 24, 2024 8:20 AM To: MBrose oardrill.com Cc: uth Hulstrom; Cayla Cavey; Tracy Pooler Subject: FW: 45530 Marsh Ln Sanitary Permit Attachments: 24-05-2224A-cover.pdf; 24-05-2224A-550539.pdf Importance: High Mike, Do you have the map that indicates the area that is withdrawn from the floodplain. lam looking for the area designated for the dwelling and septic mound and that the road to the structure is dry to land outside of the floodplain (Article D 13-2-32(b)(3)). Tracy From: Ruth Hulstrom <ruth.hulstrom@bayfieldcounty.wi.gov> Sent: Friday, September 20, 2024 8:13 AM To: Tracy Pooler<tracy.pooler@bayfieldcounty.wi.gov> Cc: Cayla Cavey<cayla.cavey@bayfieldcounty.wi.gov> Subject: FW: 45530 Marsh Ln Sanitary Permit Importance: High Tracy, See attached LOMA related to SS -00319. Please prioritize review on this sanitary since it has been sitting for a time. Thanks, Ruth Hulstrom, AICP I Director Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3514 Fax: 715-373-0114 Email: rude.hulstroml7aebayfieldcounty.wi.gov B',YFIELD Fr : Michael Brose <MBr @doardrill.com> SenirrhtwsdBwsepiimber 19, 2024 8:06 PM To: Ruth Hulstrom <ruth.hulstrom@bayfieldcounty.wi.gov> Subject: FW: 45530 Marsh Ln Sanitary Permit You don't often get email from mbrose@doardrill.com. Learn why this is important Dear Ms. Hulstrom, Thank you for taking the time to meet with me after the meeting this evening. Below is the string of communication I had with Ms. Slack dating back to May 15, 2023. (I think I made application in April.) I have had no response to my September 3, 2024 e-mail, which is when I communicated to Ms. Slack that I obtained the LOMA approval. I supplied the attached documents to her with that 9/3/24 e-mail. A week or so after I sent the 9/3/24 e-mail I learned from the plumbing contractor I have hired to install the septic that Ms. Slack left her job with the County. Thereafter I began calling to your office to try and find out if Ms. Stack ever received this e or if her e's were being redirected to other staff. I received no response to my calls. I understand that your office is busy and short staffed. But I hope now that we have this cleared up, we can move the approval forward quickly. I have a plumbing contractor available to do the install this fall, but if we get too late in the fall we will lose the opportunity. I Likewise have an excavator set up to clear a path for the install, but he is not permitted to do work until we have the septic install approval. And his schedule is very busy. Ideally we will have the approval before 9/30/24. Bottom line, I need this permit as soon as reasonably possible to conclude the septic install this fall. I hope you can accommodate the request. Please call or write with any questions or concerns. My number is 715-684-9150. Thanks again. Mike Brose. From: Michael Brose Sent: Tuesday, September 3, 2024 2:18 PM To: Mckenzie Slack <mckenzie.slack@bayfieldcounty.wi.gov> Cc: Nor Pines Plumbing Inc <norpines@chec net.net> Subject: RE: 45530 Marsh Ln Sanitary Permit Dear Ms. Slack, Please review out e-mail chain below. Attached is FEMA correspondence and other documentation in support of LOMA. I received this information today from Nelson Surveying in Ashland. It is my understanding that with this information you can continue to process my permit request for a septic system. Please advise if there is anything else you need to complete the request. Thank you, Mike Brose. From: Mckenzie Slack <mckenzie.slack@bayfieldcounty.wi.eov> Sent: Thursday, May 16, 2024 9:34 AM To: Michael Brose <MBrose@doardrill.com> Cc: Nor Pines Plumbing Inc <norpines@chegnet.net> Subject: RE: 45530 Marsh Ln Sanitary Permit My pleasure. Let me know if you need anything else. McKenzie From: Michael Brose <MBrose@doardrill.com> Sent: Thursday, May 16, 2024 8:39 AM To: Mckenzie Slack <mckenzie.slack@bayfieldcounty.wi.eov> Cc: Nor Pines Plumbing Inc <norpines@chegnet.net>; Michael Brose <MBrose@doardrill.com> Subject: RE: 45530 Marsh Ln Sanitary Permit Ms. Slack, Thank you for this note. It is helpful. I will get started on the process of obtaining a LOMA. Mike Brose. From: Mckenzie Slack <mckenzie.slack@bayfieldcounty.wi.eov> Sent: Thursday, May 16, 2024 7:30 AM To: Michael Brose <MBrose@doardrill.com> Cc: Nor Pines Plumbing Inc <norpines@chegnet.net> Subject: RE: 45530 Marsh Ln Sanitary Permit Good Morning Mike, Please see below answers to your questions. For reference, below is the floodplain map (mapped floodplain is the shaded blue area). DRPIb/Tcx ID # 24423 LOUJACK LLC :J P.IGF J: NAA Please let me know how I can be of assistance or if you have further questions. Best, McKenzie From: Michael Brose <MBrose@doardrill.com> Sent: Wednesday, May 15, 2024 2:34 PM To: Mckenzie Slack <mckenzie.slack@bayfieldcounty.wi.gov> Cc: Nor Pines Plumbing Inc <norpines@cheanet.net>; Michael Brose <MBrose@doardrill.com> Subject: RE: 45530 Marsh Ln Sanitary Permit You don't often get email from mbroseOdoardrill.com. Learn why this is important Ms. Slack, Thank you for the note. I have copied Doug Manthey, owner of Nor Pines Plumbing, as he will be constructing the system once approval is granted. I have a few questions and thoughts about your note. Your responses will help me consider what it is I need to accomplish: 1. The subject property has its own fire # now. It is 45540 Marsh Ln. Understood thank you. It is now updated in our GIS system as well. 2. I do not have a LOMA. I was not aware the proposed septic field site was in a flood plain. It was unclear at first, but now that we nailed down the specific area (or at least we believe we have) it appears that the project area is within the mapped floodplain. See below photo. 4 3. Is the entire proposed construction area within a flood plain? It would appear so, although I don't believe I have a land use application for the proposed residence yet. But just by looking at the above map, it would appear that the whole area is within the mapped floodplain. 4. If there is an area within the proposed construction site that is above the flood plain, I would like to know where that is. It might be acceptable to me as a septic mound site. Can someone from Bayfield County meet me out on the site to locate that with me? It seems this would be the easiest solution and would obviate the need for the LOMA. Unfortunately, this is outside the realm of our expertise. We just review the elevation and LOMA documentation- we don't have a certified surveyor I the Department. What would be required (which it seems the process has unknowingly already been started) is a topographic or elevation survey indicating the project area in relation to the base flood elevation (which you already have). I was hoping I would be able to just use that survey moving forward, but the DNR is requiring you to obtain the LOMA from FEMA. It might be better and easier in the long run as well, because without the LOMA you would be required to pay flood insurance on the new home. The LOMA officially changes the FEMA flood maps to map the area out of the floodplain. 5. If a LOMA is required no matter what, then I'll get that process started. If you want to develop the proposed area, it appears the LOMA will be required. I'd get ahold of a surveyor ASAP and let them know you need a LOMA but you already have a topographic survey with the BFE indicated on it. They will then send that information over to FEMA to officially change their maps. Once you get the approved LOMA from FEMA I can go ahead then and issue the sanitary permit. I look forward to your thoughts. Thank you. Mike Brose. From: Mckenzie Slack <mckenzie.slack@bayfieldcountv.wi.gov> Sent: Wednesday, May 15, 2024 10:27 AM To: Michael Brose <MBrose@doardrill.com> Subject: 45530 Marsh Ln Sanitary Permit Good morning, I have been in contact with the state regarding the mound system for your property located at 45530 Marsh Ln and it looks like the system is proposed in a mapped floodplain. The DNR stated that a letter of map amendment (LOMA) from FEMA would be required to show that the area the mound is to be built is out of the mapped floodplain. Do you know if there is already a LOMA on the property? If so, could you please send to me? If not, you'd want to get in contact with a surveyor to get the LOMA process started. It should be pretty straight forward as the base flood elevation of Lake Namakagon is already established and we have the attached topo survey. The DNR also suggested to get the area of the proposed mound and area of the proposed structure mapped out, if possible, so we can get that taken care of for the house permitting. Please let me know how I can be of assistance or any questions you may have. Thank you, McKenzie Slack Assistant Zoning Administrator Bayfield County Planning & Zoning 117 E Fifth Street PO Box 58 Washburn, WI 54891 P: 715-373-3511 E: mckenzie.slack(nbayfieldcountv.wi.gov Bs-YFIELD Parcel IDs: 04034243060440500930000 04034243060420500310000 04034243060410500130000 04034243060410500810000 Lot One (1) of Volume Two (2) of Certified Survey Maps No. 85, Pages 96 and 97, recorded as Doc. No. 289011, being a part of Government Lot Nine (9), Section Four (4) Township Forty - Three (43) North, Range Six (6) West, together with joint use of that certain existing laid out 25' roadway leading to said land through aforesaid Government Lot Nine (9) and connecting with the Town Road. Government Lot Three (3), Section 4, Township 43 North, Range 6 West in the Town of Namakagon, Bayfield County, Wisconsin: • Government Lot Eight (8), and Government Lot Seven (7), in Section 4, Township 43 North, Range 6 West, Town of Namakagon, Bayfield County, Wisconsin, EXCEPTING: That portion of said Government Lot 7 included in the premises hereinafter described; commence at the NW corner of said Section 4 (being also the new corner of Government Lot 2) and proceed S. 88° 49' E., along the north line of Section 4, a distance of 2655.84 feet to the north quarter comer, thence south on the line dividing Government Lot 2 and Government Lot 1 to angle point 15 of the Dependant Resurvey completed by the Bureau of Land Management on November 9, 1966; thence southerly to a point on the south line of Government Lot 7 being a distance of 2655.84 feet from the West line of said Section 4; thence West along the south lines of Government Lot 7 and Government Lot 2 a distance of 2655.84 feet to the West line of said Section 4 (being the Southwest corner of Government Lot 2); thence N. 3043 W., along the West line of said Section 4 to the Northwest corner thereof, and the point of beginning; AND EXCEPTING: That portion of said Governments Lot 7 and Lot 8, in Section 4, Township 43 North, Range 6 West, Town of Namakagon, Bayfield County, Wisconsin lying Easterly of Jackson Lake Channel. AND All that part of Government Lot One (1) of Section Four (4), Township Forty -Three (43) North, Range Six (6) West, lying Westerly of the Jackson Lake Channel, in the Town of Namakagon, Bayfield County, Wisconsin. BayBetd County Register of Deeds Document # 2022R-595471 Page 3 of 3 Bayfield County Register of Deeds Document #2024R-602872 Page 4 of 4 Page 1 of 2 Date: August 30, 2024 Case No.: 24-05-2224A LOMA � V�4�16AM Federal Emergency Management Agency o- Washington, D.C. 20472 ND S LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION BAYFIELD COUNTY, A portion of Section 4, Township 43 North, Range 6 West, as described WISCONSIN in the Quit Claim Deed recorded as Document No. 2022R-595471, in (Unincorporated Areas) the Office of the Register of Deeds, Bayfield County, Wisconsin COMMUNITY The portion of property is more particularly described by the following metes and bounds: COMMUNITY NO.: 550539 NUMBER: 55007C1030D AFFECTED MAP PANEL DATE: 12/16/2011 FLOODING SOURCE: NAMEKAGON LAKE APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY:46.236849, -91.118326 SOURCE OF LAT & LONG: LOMA LOGIC DATUM: NAD 83 DETERMINATION OUTCOME 1% ANNUAL LOWEST LOWEST AT IS REMOVED CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET FROM THE SFHA FLOOD FLOOD GRADE ELEVATION SECTION ZONE ELEVATION ELEVATION (NAVD 88) (NAVD 88) (NAVD 88) -- -- -- 45530 Marsh Lane Portion of Property X -- -- 1398.3 feet (unshaded) Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1 -percent chance of being equaled or exceeded in any given year (base flood). ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION PORTIONS REMAIN IN THE SFHA STATE LOCAL CONSIDERATIONS This document provides the Federal bmergency Management Agencys determination regarding a request or a Letter ot Map Amendment tor the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1 -percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Mapping and Insurance eXchange (FMIX) toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426. Patrick "Rick" F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration Page 2 of 2 Date: August 30, 2024 Case No.: 24-05-2224A LOMA Federal Emergency Management Agency Washington, D.C. 20472 4ND SE LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) COMMENCE ATA 2" IRON PIPE WITH A 3" BRASS CAP AT THE WEST % CORNER OF SAID SECTION 4 AND RUN N 85°27'27" E, 3748.79 FEET TO THE POINT OF BEGINNING. THENCE FROM SAID POINT OF BEGINNING BY METES AND BOUNDS: N 18°45'06 W, 136.72 FEET. THENCE N 26°34'43" E, 151.22 FEET. THENCE N 66°07'38" E, 132.81 FEET. THENCE S 74°17'58" E, 96.12 FEET. THENCE S 03°54'32" W, 169.72 FEET. THENCE 56102610311 W, 257.46 FEET TO THE POINT OF BEGINNING PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding I Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. STATE AND LOCAL CONSIDERATIONS (This Additional Consideration applies to all properties in the LOMA DETERMINATION DOCUMENT (REMOVAL)) Please note that this document does not override or supersede any State or local procedural or substantive provisions which may apply to floodplain management requirements associated with amendments to State or local floodplain zoning ordinances, maps, or State or local procedures adopted under the National Flood Insurance Program. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Mapping and Insurance exchange (FMIX) toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426. Patrick "Rick" F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration � Federal Emergency Management Agency g Y Ls)Washington, D.C. 20472 August 30, 2024 MR. PETER NELSON NELSON SURVEYING, INC. 101 MAIN STREET W SUITE 100 ASHLAND, WI 54806 DEAR MR. NELSON: CASE NO.: 24-05-2224A COMMUNITY: BAYFIELD COUNTY, WISCONSIN (UNINCORPORATED AREAS) COMMUNITY NO.: 550539 This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1 -percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Insurance eXchange (FMIX) toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426. Sincerely, Patrick "Rick" F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT (REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Federal Emergency Management Agency g Y g Washington, D.C. 20472 ND S��J ADDITIONAL INFORMATION REGARDING LETTERS OF MAP AMENDMENT When making determinations on requests for Letters of Map Amendment (LOMAs), the Department of omeland Security's Federal Emergency Management Agency (FEMA) bases its determination on the flood hazard information available at the time of the determination. Requesters should be aware that flood conditions may change or new information may be generated that would supersede FEMA's determination. In such cases, the community will be informed by letter. Requesters also should be aware that removal of a property (parcel of land or structure) from the Special Flood Hazard Area (SFHA) means FEMA has determined the property is not subject to inundation by the flood having a 1 -percent chance of being equaled or exceeded in any given year (base flood). This does not mean the property is not subject to other flood hazards. The property could be inundated by a flood with a magnitude greater than the base flood or by localized flooding not shown on the effective National Flood Insurance Program (NFIP) map. The effect of a LOMA is it removes the Federal requirement for the lender to require flood insurance coverage for the property described. The LOMA is not a waiver of the condition that the property owner maintain flood insurance coverage for the property. Only the lender can waive the flood insurance purchase requirement because the lender imposed the requirement. The property owner must request and receive a written waiver from the lender before canceling the policy. The lender may determine, on its own as a business decision, that it wishes to continue the flood insurance requirement to protect its financial risk on the loan. The LOMA provides FEMA's comment on the mandatory flood insurance requirements of the NFIP as they apply to a particular property. A LOMA is not a building permit, nor should it be construed as such. Any development, new construction, or substantial improvement of a property impacted by a LOMA must comply with all applicable State and local criteria and other Federal criteria. Even though structures are not located in an SFHA, as mentioned above, they could be flooded by a flooding event with a greater magnitude than the base flood. In fact, more than 25 percent of all claims paid by the NFIP are for policies for structures located outside the SFHA in Zones B, C, X (shaded), or X (unshaded). More than one-fourth of all policies purchased under the NFIP protect structures located in these zones. The risk to structures located outside SFHAs is just not as great as the risk to structures located in SFHAs. Finally, approximately 90 percent of all federally declared disasters are caused by flooding, and homeowners insurance does not provide financial protection from this flooding. Therefore, FEMA encourages the widest possible coverage under the NFIP. LOMAs are based on minimum criteria established by the NFIP. State, county, and community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction in the SFHA. If a State, county, or community has adopted more restrictive and comprehensive floodplain management criteria, these criteria take precedence over the minimum Federal criteria. LOMAENC-1 (LOMA Removal) In accordance with regulations adopted by the community when it made application to join the NFIP, letters issued to amend an NFIP map must be attached to the community's official record copy of the map. That map is available for public inspection at the community's official map repository. Therefore, FEMA sends copies of all such letters to the affected community's official map repository. When a restudy is undertaken, or when a sufficient number of revisions or amendments occur on particular map panels, FEMA initiates the printing and distribution process for the affected panels. FEMA notifies community officials in writing when affected map panels are being physically revised and distributed. In such cases, FEMA attempts to reflect the results of the LOMA on the new map panel. If the results of particular LOMAs cannot be reflected on the new map panel because of scale limitations, FEMA notifies the community in writing and revalidates the LOMAs in that letter. LOMAs revalidated in this way usually will become effective I day after the effective date of the revised map. Tracy Pooler From: Meagan Quaderer Sent: Wednesday, October 9, 2024 8:24 AM To: Ruth Hulstrom; Tracy Pooler Subject: Re: Brose Floodplain Structure It was adopted by every town, city, village, and tribe in this county. So it covers the entirety of the county. Sent from myVerizon, Samsung Galaxy smartphone Get Outlopk for Android From: Ruth Hulstrom <ruth.hulstrom@bayfieldcounty.wi.gov> Sent: Wednesday, October 9, 2024 8:22:37 AM To: Tracy Pooler <tracy.pooler@bayfieldcounty.wi.gov>; Meagan Quaderer <Meagan.Quaderer@bayfieldcounty.wi.gov> Subject: RE: Brose Floodplain Structure Meagan, Would the county's natural disaster plan that has been approved by WEM apply to unincorporated areas of the county or what does it apply to? Thanks, Ruth Hulstrom, AICP I Director Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3514 Fax: 715-373-0114 Email: ruth.hulstrom(Rbavfieldcounty.wi.gov From: Tracy Pooler<tracy.pooler@bayfieldcounty.wi.gov> Sent: Tuesday, October 8, 2024 11:02 AM To: Meagan Quaderer <Meagan.Quaderer@bayfieldcounty.wi.gov> Cc: Ruth Hulstrom <ruth.hulstrom@bayfleldcounty.wi.gov> Subject: RE: Brose Floodplain Structure Meagan, What plan did we look at before in your office that you said it was not to standard? If this meets standard, are we good to approve this part of the requirement? Tracy From: Meagan Quaderer <Meagan.Quaderer@bayfieldcounty.wi.eov> Sent: Tuesday, October 8, 2024 9:15 AM To: Tracy Pooler <tracy.pooler@bayfieldcounty.wi.gov>; Ruth Hulstrom<ruth.hulstrom@bayfieIdcounty.wi.gov> Subject: RE: Brose Floodplain Structure The hazard mitigation plan does meet the requirements of "The municipality has a natural disaster plan approved by Wisconsin Emergency Management and the Department." JvLeagan Quaderer Director, Bayfield County Emergency Management 117 E Sixth Street — PO Box 423 Washburn WI 54891 715.373.6113 From: Tracy Pooler <tracy.pooler@bayfieldcounty.wi.gov> Sent: Monday, October 7, 2024 8:08 AM To: Meagan Quaderer <Meaean.Quaderer@bayfieldcounty.wi.eov> Subject: FW: Brose Floodplain Structure Meagan, Does this County Hazard Mitigation Plan meet the needs of a Natural Disaster Plan approved by Wisconsin Emergency Management as required by FEMA, and the adopted requirements under 13-2-32(b)(4)a for this request? (3) Contiguous dryland access shall be provided from a structure to (and outside of the floodplain, except as provided in par. (4). (4) In developments where existing street or sewer line elevations make compliance with par. (3) impractical, the municipality may permit new development and substantial improvements where access roads are at or below the regional flood elevation, if: a. The municipality has written assurance from police, fire and emergency services that rescue and relief will be provided to the structure(s) by wheeled vehicles during a regional flood event, or b. The municipality has a natural disaster plan approved by Wisconsin Emergency Management and the Department. Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tray p-oo_le.r@ba_y�ieldc_o.u.n_ty_�wi.gov From: Michael Brose <MBrose@doardrill.com> Sent: Friday, October 4, 2024 7:52 AM To: Tracy Pooler <tracy_pooler@bayfieldcounty.wi.gov> Cc: Michael Brose <MBrose@doardrill.com> Subject: FW: Brose Floodplain Structure Mr. Pooter, Attached and below is information that the Town of Namakagon has supplied indicating that as owner of the Fire Dept, they assure emergency services. Mike Brose. From: Town of Namakagon <namakason@cheonet.net> Sent: Thursday, September 26, 2024 12:21 PM To: 'Tracy Pooler' <trace.pooler@bavfieldcountv.wi.gov> Cc: Michael Brose <MBrose@doardrill.com> Subject: FW: Brose Floodplain Structure Tracy, Mike has kept me in the loop on the issues that he is dealing with in this permitting process. I am the Town Clerk of the Town of Namakagon, but I also am the Business Manager for Great Divide Ambulance Service. The Town of Namakagon is part ownership of Great Divide Ambulance Service, and we are obligated, by taw, to provide service to everyone in the township. I am confused as to what type of paperwork is needed to verify that the ambulance service will respond to this location when it is a part of the township and we serve this township. Could you please clarify please? Also, I believe the Fire Department would be in the same scenario. It is owned by the town and serves the town. Laura Biork ?own of Namakagon Clerk 23845 County Highway -%I Cable, 'W154821 Office 715-794-2651 Cell715-413-0406 Tmailnamakagon@chegnet.net 'Website: namakagon-wi.org Elected Officials and Members of Town Committees: in order to comply with the Open Meetings Act requirements, please limit any reply to only the sender of this electronic communication. Confidentiality Notice: This message originates from Namakagon Town Clerk. It contains information that may be confidential or privileged and is intended only for the individual named above. It is prohibited for anyone to disclose, copy, distribute or use the contents of this message without permission, except as allowed by the Wisconsin Public Records Laws. If this message is sent to a quorum of a governmental body, my intent is the same as though it were sent by regular mail and further distribution is prohibited. All personal messages express views solely of the sender, which are not attributed to the municipality I represent, and may not be copied or distributed without this disclaimer. If you receive this message in error, please notify me immediately at namakaaon a(�cheanet.net or 715-794-2651. Thank you. From: Michael Brose <MBrose@doardrill.com> Sent: Thursday, September 26, 2024 10:39 AM To: Town of Namakagon <namakaaon@cheonet.net> Subject: FW: Brose Floodplain Structure Ms. Bjork, Thank you for your help yesterday. Below is the County's response to the Namakagon Emergency Plan. I provide this just for your information. I need to pivot and obtain documentation from emergency services in order to secure my permit. Mike Brose. From: Tracy Pooler <trace.pooler@bayfieldcountv.wi.gov> Sent: Wednesday, September 25, 2024 12:15 PM To: Michael Brose <MBrose@doardrill.com> Cc: Meagan Quaderer <Meagan.Quaderer@bayfieldcountv.wi.gov>; Ruth Hulstrom <ruth.hulstrom@bayfieldcounty.wi.gov>; Tracy Pooler <tracy.pooler@bayfieldcounty.wi.gov> Subject: FW: Brose Floodplain Structure Mike, In talking with Meagan Quaderer of Bayfield County Emergency Management, The plan that you provided does not address the needs for the FEMA standards. A document will be needed from each of the services fisted below that emergency services and relief will be provided to the structure. Please, contact her to clarify the needs associated with documentation of emergency services required to meet the Federal Standards. Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tra.cy4xloler@bayf[qlctcnuntyd±gov From: Meagan Quaderer <Meagan.Quaderer@bayfieldcounty.wi.gov> Sent: Wednesday, September 25, 2024 12:06 PM To: Tracy Pooler <tracv.pooler@bayfieldcountv.wi.gov> Subject: Brose Floodplain Structure Greetings Tracy, Regarding the Brose property, the following agencies provide emergency response: Great Divide EMS Rob Puts robpulsCcaemail.com Namakagon Fire Dave Haan D.h210.3@hotm s.o.m Bayfield County Sheriff's Office Sheriff Tony Williams Lo.ny willia.ms@bay_fie_ld_c.o_u.n__ty..wi.gov 715-373-6300 I have also attached the Bayfield County Hazard Mitigation plan which covers the town of Namakagon. lvleagan Quaderer Director, Bayfield County Emergency Management 117 E Sixth Street — PO Box 423 Washburn WI 54891 715.373.6113 Tracy Pooler From: Tracy Pooler Sent: Wednesday, October 9, 2024 10:37 AM To: Alessandro Hall Subject: FW: Request for Written Assurance for Provision of Emergency Services: Namakagon Township, Fire # 45540. Attachments: Bayfield County Zoning Re Marsh Lane.docx From: Meagan Quaderer <Meagan.Quaderer@bayfieldcounty.wi.gov> Sent: Tuesday, October 8, 2024 9:30 AM To: Tracy Pooler <tracy.pooler@bayfieldcounty.wi.gov>; Tony Williams <tony.wiIliams@bayfieldcounty.wi.gov> Cc: Ruth Hulstrom <ruth.hulstrom@bayfieldcounty.wi.gov> Subject: RE: Request for Written Assurance for Provision of Emergency Services: Namakagon Township, Fire # 45540. Good morning, I have two concerns about the attached letter. 1. It was given in a word doe and not signed. Typically, we like to see these letters come in the form of PDF with a signature on the page and on letterhead. Otherwise, I could create the same document and call it good. 2. It was written by Laura Bjork and not the EMS director, Asst. Director, or the Operations manager. Laura works as a business manager and is not a responder. She would not be the one responding in an ambulance to the scene so it gives me pause that she would guarantee that an ambulance can get to a residence even during a flooding incident. There is a sense of reality in this letter that doesn't seem to be addressed. She puts in the standard language regarding response, but there is no way she can guarantee that an ambulance can get through the driveway as it is currently nor if it were flooded. Ambulances are much larger than a Sheriff's squad, so if Tony says he cannot guarantee that a squad will be able to access the residence in a flood, how can an ambulance? Having worked the floods in 2016, 2018, and every spring flood since, I know there has been several locations that weren't in a flood plain that were impassable by any vehicle, much less a large emergency vehicle. If it were me, I would ask that Rob Puls and Tony Lang visit the premises to evaluate the location and then provide a letter of assurance. I don't like to be difficult, truly, but the letter does give me pause. I would hope that this email does not make its way to the EMS provider or the landowner, I am very candid in this email because of my intended audience, and I do not want it to come across to the public as me intentionally being difficult. Respectfully, .fMeagan Quaderer Director, Bayfield County Emergency Management 117 E Sixth Street — PO Box 423 Washburn WI 54891 715.373.6113 S�XUcm P Id it tf�i Y APR 2 5202 . Bayfield Co. Zoning Department of Safety & Professional Services, Industry Services Division Dept. County fleld Baymber Sanitary Permit Number(to be filled in by Co.) — IS( $ Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Project Address (if different than mailing address) 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), Slats. 45530 & 45540 Marsh Ln I. Application Information — Please Print All Information Property Owner's Name Parcel # LouJack LLC 24423 Property Owner's Mailing Address Property Location 1312 89th Street Govt. Lot 8 Y., Section 04 T 43 N R 06 E or W City, State New Richmond, WI I Zip Code 54017 Phone Number 715-684-9150 H. Type of Building (check all that apply) Lot # 01 or 2 Family Dwelling— Number ofBedrooms 1 Subdivision Name Block # ❑ Public/Commercial — Describe Use O City of ❑ State Owned — Describe Use O Village of CSM Number la Town of Namakagon [Q. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C i an! icab It A. N New System yp 0 Replacement System y ❑ Other Modification to Existing System (explain) y ( p ) 0 Additional Pretreatment Unit (explain) B' 0 Holding Tank ❑ In -Ground ❑ At -Grade I N Mound ❑ Individual Site Design 0 Other Type (explain) (conventional) C. 0 Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner List Previous Permit Number and Date Issued Expiration IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (st) I Dispersal Area Proposed (st) I System Elevation 150 1.0 150 150 100.04 Tank Information Capacity in Gallons Total Gallons if of Units Manufacturer = '�- 6 V U''$ a; p� in y rn . iZ r� New Tanks I Existing Tanks Septic or Holding Tank 840 840 Wieser Concrete X Do"°g Chamber 500 500 V. Responsibility Statement- I, the undersigned, a responsibility for natal of the POWTS shown on the attached plans. Plumber's Name (Print) Pl er's igna a MP/MPRS Number I Business Phone Number Douglas Manthey MP 230722 715-739-6868 Plumber's Address (Street, City, State, Zip Code) PO Box 196 Drummond, WI 54832 VL County/Department Use Only Approved O Disapproved ❑ Owner Given Reason for Denial Perrmitit/FF'ee cop Date Issued ( Q 10 refl�/ Z Issd g A SJ;Ll��3,71 Conditions)ffor Disapproval fA e .4rtech to rnmplrre units for the z...mm ant euhrnit ,, the Cumin out,- on paper nm less nran a 1;2 n 1 I iriches in -.i— SBD-6398 (R. 03/22) PAGE 6 OF 6 Mound Management Plan IMPORTANT: APR 2 /024 The owner of this mound system shall be responsible for its perpetual operation and maintenance 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 management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 150 gpd; BODs 5 220 mgL"'; TSS 5 150 mgL"'; FOG 5 30 mgL" Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (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., distribution ! drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities (i.e., pump re -cycling, float switch settings, etc.) o electrical components (Le., 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 (113) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filters) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing 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 Wlsc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Local government unit: Bayfield County Zoning Phone: 715-373-6138 Local government unit address: PO Box 58 Washburn, WI HK Septic Service Phone: 715-798-3494 ZIP: 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply 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. 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, Wisc. Admin. Code. Private Sewage System Maintenance Agreement Owner(s) Name LouJack LLC Owner(s) Mailing Address 1312 89th Street New Richmond, WI 54017 Site Address 45530 & 45540 Marsh Ln Cable, WI 54821 Tax ID # 24423 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 WI Adm. Code, as from time to time amended. (COMPLETE Legal Is required) 114 of 114 Section 04 Township 43 N. Range 06 W. Additional Legal Description: See Attached Town of Namakagon (Acreage) 54.9 Gov't Lot 08 Lot Block SubdMslon Lot CSM # Vol. Page CSM Doc # DOCUMENT NUMBER 2024R-602872 DANIEL. J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED O4/1O/2O24 AT 9:39 AM RECORDING FEE: $30.00 PAGES: 4 Return To: Planning and Zoning Department ❑ In -ground gravity 0 In -ground dosed ❑ In -ground pressure distribution Sewage System: Mound ❑ At -grade Sewage System O Other Area raid at leasttypes A through three hE):The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of every(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. Puma 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. Sectic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufadurees specifications. FIlter maintenance reports shall be submitted to the County as required by SPS 383.55. Wls. Admin. Code. Private Sewage System Disoersal 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 effluent from the system Is ponding on the ground surface. Mounds. At -grade. 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 end costs Incurred by Bayfleld 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. Baylield 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 casts and charges maybe placed on the tax miles especial assessment for the abatement of a human health hazard, and the tax shall be collected as provided bylaw. The terms and condition of the agreement shall be binding upon and Inure to the benefit of all current and Mum owners of such property. Owner(s) Names) — Please Print /' I- ll J. grilse. Subscribed and swam to before me on this date: - - lj kit __ii . _l,c `.` ` L L 12_ Notarized s) — Signature(s) `,►��f11�t11I/� Notary Public()_, M& -S6 o..4-- •` . • . • OT My Condslon Expires:_] _ Drafted by: Dodg1as Manthe Date: x/05/2024 uMm Bayfield County Register of Deeds Document #2024R-602872 Page 1 of 4 Revised .lam 2020 State Bar of Wisconsin Form 3-2003 QUIT CLAIM DEED Doc*nncnt Number 9 Document Name THIS DEED, made between Michael J. Bross, a married person, Sara J. Brose, a married person, and Ann M. Bruce, a married person ("Grantor," whether one or more), and Loulack, LLC ("Grantee," whether one or more). Grantor quit claims to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in Bayfield County, State of Wisconsin ("Property")' (if more space is needed, please attach addendum): See attached Exhibit A. Dated _Prxii 'Ann AUTHENTICATION Signature(s) Michael J. Brace, Sara J. Brow. Steve W. Siemens, and Christ her R. Anzalone authenticated on P? I I2/2) 'Aim E. Bross Sara J. Bross DANIEL J. HEFFNER BAYFIELD COUNTY, WI REGISTER OF DEEDS 2022R-595471 07/12/2022 01:42PM TF EXEMPT #: 15S RECORDING FEE: $30.00 PAGES: 3 Recording Area Name and Return Add= Aim B. Brose Doer, Drill & Stoow, S.C. P.O. Box 368 New Richmond, WI 34017 See attached Exhibit A Parcel Identifueadon Nwuber (PIN) This is oat homestead property. (a)(isnot) (SEAL)* See attached for spouse signatures ACKNOWLEDGMENT STATE OF WISCONSIN ) )ss. ST. CROIX COUNTY ) Personally came before me on the above -named Ann E. Bros; TITLE: MEMBER. STATE BAR OF WISCONSIN (If to me known to be the person(s) authorized by Wis. Stat. § 706.06) instrument and acknowledged the si THIS INSTRUMENT DRAFTED BY: Ann B. Bross - Doar, Drill 8t Skow, S.C. *Mary Jo Klat P.O. Box 388, New Richmond, WI 54017 Notary Public, State of Wisconsin My Commission (is permanent) (a ZZ r%executed thc;'ei *c -•�.�ee�nat••-- (Stpatares may be autrestecated or adwowledged Both are sat naemry.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. QUIT CLAIM DEED O 2003 STATE BAR OF WISCONSIN FORM NO.3-2003 • Typo come below signatraes. Bayfield County Register of Deeds Document # 2022R-595471 Page 1 of 3 Bayfield County Register of Deeds Document #2024R-602872 Page 2 of 4 Da 41i IZ2 De Da QUIT CLAIM DEED SIGNATURE PAGE (CONT.) __(rirt-i &zi-C Arno E. Brose, spouse of Michael J. Brose Steve W. Siemer spouse of Sara J. Brose Christopher R. Anzal e, spouse of Ann M. Brose Bayfteld County Register of Deeds Document # 2022R-595471 Page 2 of 3 Bayfield County Register of Deeds Document #2024R-602872 Page 3 of 4 10/10/24, 9:59 AM CarmodyTM BAYFIELD COUNTY SANITARY PERMIT (#04)-24156S STATE SANITARY PERMIT OWNER: LOUJACK LLC GOVT LOT: 8 LOT: BLK 1/4 1/4 SEC:4,T43 N, R6W TOWNSHIP: Namakagon SOIL TEST: 26-24 NEW SYSTEM SYSTEM TYPE: Mound > 24 in. of suitable soil PLUMBER: Douglas Manthey TRACY POOLER DATE: 10/10/2024 Authorized Issuing Officer 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 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. PREVIOUS PERMIT #: 69828 / 367221-1949 LICENSE: # MP 230722 Condition: System to meet all setbacks. Management plan to owner. Properly maintain system per recorded agreement. Adhere to State approval/conditions. THIS PERMIT EXPIRES 10/10/2026 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION https://www.carmodyinc.com/PermitApp/Permit Sign.aspx?Print=1 &permitappid=7390 1/2