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Home My WebLink About26-87SDepartment of Safety Coun6a S— Uo 9 & Professional Services, eld Sanitary Industry Services Division Permit Number (to be filled in by Co.) Sanitary Permit Application State Transaction Number T (6 0 5 L. 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-own�'s gpt�hrpi`µit to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide Fddrr M dory 67725 Highland Rd. Ashland, WI 54606 purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. L Application Information — Please Print All Information JUL 152026 Property Owner's Name Parcel # Chris Gilbaugh Bayfield Co. Pbnnnp ii 15677 Property Owner's Mailing Address Property Location 24375 US Hwy 2 Govt. Lot City, State I Zip Code Phone Number Ashland, WI 54806 715-292-8055 SE Y., NE '' Section 14 T 47 N R 5 E or l! IL Type of Building (check all that apply) Lot # M I or 2 Family Dwelling —Number of Bedrooms 3 Subdivision Name Block # ❑ Public/Commercial — Describe Use ❑ Cityof ❑Village of ❑ State Owned — Describe Use CSM Number ® Town of Eileen M. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if a licable. A. ® New System ❑ Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B' U Holding Tank ❑ In -Ground ❑ At -Grade ® Mound ❑ Individual Site Design gn ❑ Other Type (explain) (conventional) C. ❑ 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/st) I Dispersal Area Required (st) I Dispersal Area Proposed (sfl I System Elevation 450 .6 750 2850 103.53 Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units o '$ , u`: B o y s; 2 lE `E New Tanks Existing Tanks aU in H m ii.0 a Septic or Holding Tank x 1000 1 Wieser Concrete X Dosing Chamber x 600 1 Wieser Concrete X V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) I Plumber's Signature I MP/MPRS Number I Business Phone Number Edward B. Redinger J11LI2, 221939 715-292-6670 Plumber's Address (Street, City, State, Zip Code) 1015 11th Ave. E. Ashland, WI 54806 VI. County/Department Use Only Approved 0 Disapproved Permit Fee Date Issued ui Ag igna 0 Owner 5CtD '� Given Reason for Denial Conditions of Approval/Reasons for Disapproval /� �W �it�f Attach to complete plans for the system and submit to the County only on paper not less than 81121 II inches in size SBD-6398 (R 03/22) Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI 53705 July 14, 2026 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL MUNICIPALITY: TOWN OF EILEEN BAYFIELD COUNTY SITE: CHRIS GILBAUGH 67725 HIGHLAND RD ASHLAND, WI 54806 Baylleld Co. FOR: Planning and Zoning Agency SOIL SATURATION DETERMINATION 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. Phone: 608-266-2112 Web: ham://dsos.wi.eov Email: dsos n wisconsin.eov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-072600129-SSD Application No.: DIS-062623385 Site ID No.: SIT -160544 Please refer to all identification numbers in each correspondence with the Department. RECEIVED JUL 15 2026 conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DMSION OF IN STRY SERVICES SEE CORRESPOND CE "rltl203a No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats The following conditions shall be met during construction or installation and prior to occupancy or use: Approval is hereby granted pursuant to s. SPSP 385.60(2), Wis. Adm. Code, to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Edward Redinger, Certified Soil Tester (CST), and his recommendations. • This approval is limited to the soil characteristics within the tested area. This approval is based upon best management practices and does not warranty the functioning of the system. Water conservation, wastewater disposal practices, and system maintenance will aid in the longevity of the system. • This approval is limited to the soil characteristics within the specified depths and does not include an interpretation of the redoximorphic features found outside of the specified pits and horizons. • An on -site visit was conducted by Katie Petzel, DSPS, on May 22", 2026. • The estimated highest level of prolonged soil saturation approved under this determination is 8 inches below grade. At least 28 inches of sand lift on top of 8 inches of unsaturated, in -situ soil is required. • Do not drive on the mound site in wet conditions to avoid compaction and keep 6" of ASTM C33 sand under track machines during construction per the recommendations of Edward Redinger, CST. • The basal soil application rate for the mound shall be no greater than 0.6 gpd/sf. per the recommendations of Edward Redinger, CST. • The mound shall be constructed on the 101.2' contour. • The linear loading rate shall be no greater than 6.5 gpd/ft. and pressure distribution shall be used. • Surface water shall be diverted away from the mound system. • A copy of this approval letter and attachments must accompany the system design for this site for the purposes of plan approval and sanitary permit issuance. A 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. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Katie Petzel Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov Fee Required: $240.00 Fee Received: $240.00 Balance Due: $0.00 Refund Expected: $0.00 JUL 15 2026 Planning and Zoning Agency INTERPRTIVE DETERMINATION Site: 67725 Highland Rd. Ashland, WI Owner: Chris & Maria Gilgaugh Tax ID: 15677 Project overview: June 3, 2026 Edward B. Redinger=:GST#221933 JUL 15 2026 Bayne!d Co. Planning and Zoning Agency The intent is to show that the insitu soil of 81,15 unsaturated and will accommodate the waster water from the home. This will be a new home for Chris & Maria with their young family. They would like to install a mound for effluent dispersal. HISTORY AND TOPOGRAPHY This area is part of the Till Plains for typical landform. The Soil Map unit is the 64808 — Portwing- Herbster complex. The site for consideration is at the top of a ridge or bench with a 2-4% slope in 3 directions. Parent material is clayey till over underlying stratified loamy and sandy lacustrine deposits. The general slope is to the West, North and East for the dispersal area. The area chosen for the Mound dispersal Cell is well drained due to the slope. No saturation was evident at the time of the soil evaluation. Redox features found were common and distinct but small at 8-12" below the surface. CONCLUSION With some added grading to ensure surface water flows away from the mound area this site will effectively accommodate infiltration from the wastewater produced here. With no Redox features in the top 8" of the A horizon it confirms the site will dry out and does not stay saturated for long periods. This is further confirmed by the absence of hydric soils in the upper horizons. As per SPS 383.44(3) the site is suitable for a POWTS Mound with more than 6" of unsaturated soil. RECOMMENDATIONS 101.2 1. The mound shall be constructed as noted on the attached Soil Evaluation Report on the 100' contour 2. Do not drive on the mound site in wet conditions to avoid compaction. Keep 6" of ASTM C33 sand under track machines when constructing. 3. The site has been kept mowed like a lawn so minimal tilling is needed. Use the bucket teeth of excavator to "chisel plow" the sod when the soil is dry. 4. Ensure 28-30" of ASTM C33 sand is in place for treatment of effluent. 5. Design the mound using .6 pgd/sq ft. loading rate. Conditionally APPROVED Edward. B. Redinger DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN STRY SERVICES ([, SEE CORRESPOND CE 07114,2 026 5 IC- 00 41 COIL TEST # %- RECEIVED Wisconsin Department of Safety and Professional Services Division tryServices "�tPs SOIL EVALUATION REPOF In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on of less than 8 1/2 x 11 inches in size. Plan must include, but not 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. 'rsonal information you provide may be used for secondary purposes (Privacy Law. s. 15.04(11fm11. MAY 282026 BayfielJ Co. Page 1 of 3 Property Owner Property Location LJ I] Chris Gilbaugh Govt. Lot SE Y. NE 's14 T 47 N R 5 E(or)W Property Owner's Mailing Address Site Address or CSM and Lot #: 24375 US Hwy 2 715-292-8055 67725 Highland Rd. Ashland City State Zip Code Phone Number ❑ city O Village 19 Town Nearest Road Ashland wi 54806 ( ) Eileen Hiqhland Q NewConstruction Use: [!I Residential/Numberof bedrooms 3 Code derived designilow rate 450 GPD ❑Replacement ❑ Public or commercial —Describe: Flood Plan elevation if applicable ft. Parent material Clayey Till General comments and recommendations: Holding Tank or Mound on 100' contour with .6 loading with Interpretive Determination Boring # ❑Boring Pit 100.5 8 99.4 Ground surface elev. ft. Depth to limiting factor in. /elev. ft. Snit Ann1 lirarinn P.I. I Horizon Depth In. Dominant Color Munselt Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/F12 Eff#1 'Eff#2 1 0- 2.5yr 4/2 - sil 2mabk ml gw 3f .6 .8 2 8-1Q 2.5yr 4/2 c1d 2.5yr 6/2 sill 2mabk ml Cw 2f .6 .8 3 10-18 2.5yr4/4 - sicl 2mabk muff - 1vf .4 .6 Boring # ❑Boring 101.2 9 100.4 QPit Ground surface elev.ft. Depth to limiting factorin. / elev. ft. Snit Annl lirarinn Raln 1 Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftr Eff#1 Eff#2 1 0-9 2.5yr 4/2 - sil 2mabk ml gw 3f .6 .8 2 9-12 2.5yr 412 c1d 2.5yr 6/2 sill 2mabk ml ow 2f .6 .8 3 12-18 2.5yr4/4 - sicl 2mabk mvf'i - 1vf .4 .6 CST Name (Please Print) SI t re CST Number Edward B. Redinger 1221939 Address Date Evaluation Conducted I Telephone Number 1015 11th Ave. E. Ashland, WI 54806 5/11/26 715.292-6670 ' Effluent #1 = BOD >30 s 220 mg/L and TSS >30 £150 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS 5 30 mg/L SBO-8330 (R04/21) 3 Pang # ❑ noring • Pit Ground surface elev. 1 00I,. Page 2 of!_ Depth to limiting facta8n, / elev. 99.1 fl. Horizon 1 2 3 I Depth In. 0-8 8-10 10-12 Dominant Color Munsell 2.5yr 4/2 2.syr 4/2 2.5 yr 4/4 Redox Description Ou. Az. Cont. Color c1d 2.5 r 6/2 Texture sit sll sicl Structure Gr. Si. Sh. 2mabk 2mabk 2mabk Consistence ml ml mvfi Boundary gw cw - Roots 3f 2f 1vf Soil Application Rate GPD/Ft2 'Efl#i .6 .6 .4 Ea#2 .8 .8 .6 Borings ❑ Boring ❑ 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 Cr. Sz. Sh. Consistence Boundary Roots boll Application Hate GPD/Ft2 'Eff#1 ER#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev._ff. Depth to limiting factor in. / Slay. ft. Horizon Depth In. I Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots you Application Rate GPD/Ft2 'Eff#1 Eff#2 J L 1 ' Effluent #1 = SOD > 30 5 220 mg/L and TSS > 30 5150 mg/L • Effluent #2 = SOD. 5 30 mg/L and TSS s 3o mgtL w 31S% Custom Soil Resource Report Soil Map 3H60 Bi'RbJ f6T,D Ba '.9n RTIA S Pop 5: 1:3,450(prt1a Apolra((&5 xI1)tat N M�is n 100 aD ]00 A 0 l) 3D 8OD 900 Map PUIEC ri: Web Mn* O3T drapes: NG584 Edge 1a: L)TM Zone 1511 WG584 9 RECEIVED JUL 15 2026 Bayfield Co. Planning and Zoning Agency (tie' Custom Soil Resource Report Bayfield County, Wisconsin 6480B—Portwing-Herbster complex, 0 to 6 percent slopes Map Unit Setting National map unit symbol: gk56 Elevation: 600 to 1.100 feet Mean annual precipitation: 28 to 33 inches Mean annual air temperature: 36 to 43 degrees F Frost -free period: 90 to 120 days Farmland classification: Farmland of statewide importance Map Unit Composition Portwing and similar soils: 50 percent Herbster and similar soils: 30 percent RE C E WWE b Minor components: 20 percent Estimates are based on observations, descriptions, and transects cjk +6145 Description of Portwing Bayfield Co. Planning and Zoning Agency Setting Landform: Till plains Landform position (two-dimensional): Summit nvex Across -slope shape: Convex I rarenr marenal: uiayey till over underlying stratified loamy and sandy lacustrine Typical profile A - 0 to 4 inches: silt loam FJB - 4 to 9 inches: silt loam Bt - 9 to 32 inches: clay Btk - 32 to 51 inches: clay 2C - 51 to 80 inches: stratified very fine sand to silt Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 12 inches Frequency of flooding: None Frequency of pending: None Calcium carbonate, maximum content: 20 percent Available water supply. 0 to 60 inches: Moderate (about 7.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: CID Ecological site: F092XY015WI - Clayey Uplands Forage suitability group: Mod AWC, adequately drained (G092XY005WI) 13 Custom Soil Resource Report Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens . Sugar Maple I Black Snakeroot - Partridgeberry (ASnMi), Mod AWC, adequately drained (G092XY005WI) Hydric soil rating: No Description of Herbster Setting Landform: Till plains Landform position (two-dimensional): Footslope Down -slope shape: Linear Across -slope shape: Concave Parent material: Clayey till and underlying loamy and sandy stratified lacustrine deposits Typical profile A - 0 to 5 inches: silt loam E - 5 to 10 inches: silt loam WE - 10 to 13 inches: silty day loam Btl - 13 to 28 inches: clay 2Bt2 - 28 to 33 inches: stratified silty clay loam to clay to silty clay 2Btk - 33 to 55 inches: stratified silty clay loam to day to silty clay 3C - 55 to 80 inches: stratified very fine sandy loam to silt loam to loamy very fine sand F�CCL1 I3 Properties and qualities Slope: 0 to 3 percent JUL 15 2026 Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Bayfeld Co. Runoff class: High Planning and Zoning Agency Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water table: About 0 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content 10 percent Available water supply. 0 to 60 inches: Moderate (about 7.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: D Ecological site: F092XY012W I - Moist Clayey Lowlands Forage suitability group: Mod AWC, high water table (G092XY004WI) Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Acer rubrum - Abies balsamea / Sanicula marilandica , Red Maple - Balsam Fir / Black Snakeroot (ArAbSn). Mod AWC, high water table (G092XY004WI) Hydric soil rating: No Minor Components Lerch Percent of map unit: 5 percent Landform: Depressions on till plains, Drainageways on till plains Ecological site: F092XY007WI - Wet Loamy or Clayey Lowlands 14 Custom Soil Resource Report Other vegetative classification: Fraxinus nigra-Abies balsamea/Impatiens capensis, Black Ash -Balsam Fir/Spotted Touch-me-not (2FnAbl) Hydric soil rating: Yes Cornucopia Percent of map unit: 5 percent Ecological site: F092XY015WI - Clayey Uplands Other vegetative classification: Acer saccharum - Tsuga canadensis / Maianthemum canadense , Sugar Maple - Eastern Hemlock / Qild Lily -of -the - valley (ATM) Hydric soil rating: No Sedgwick Percent of map unit: 3 percent Ecological site: F092XY012WI - Moist Clayey Lowlands Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi) Hydric soil rating: No Sanborg Percent of map unit: 3 percent Ecological site: F092XY015WI - Clayey Uplands Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry Sa 4ii r y rubrum - Abies balsamea / Sanicula marilandica . Red M � tg / Black Snakeroot (ArAbSn) Hydric soil rating: No JUL 15 2026 Badriver Bayfield Co. Percent of map unit: 2 percent Planning and Zoning Agency Ecological site: F092XY007WI - Wet Loamy or Clayey Lowlands Other vegetative classification: Acer rubrum - Abies balsamea / Sanicula marilandica , Red Maple - Balsam Fir / Black Snakeroot (ArAbSn) Hydric soil rating: No Allendale Percent of map unit: 2 percent Ecological site: F092XY012WI - Moist Clayey Lowlands Other vegetative classification:: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Acer rubrum - Abies balsamea / Vaccinium angustifolium - Comus canadensis , Red Maple Balsam Fir/ Low Sweet Blueberry - Bunchberry (ArAbVCo) Hydric soil rating: No 6481C —Cornucopia silt loam, 6 to 15 percent slopes Map Unit Setting National map unit symbol: gk57 Elevation: 600 to 1,100 feet Mean annual precipitation: 28 to 33 inches 15 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 RECEIVED Pg 5 of 6 Pump Tank Specifications JUL 15 2026 Pg 6 of 6 Management Plan Bayfield Co. Planning and Zoning Agency Pump Curve POWTS Application for Review Soil Evaluation ReDort & Site Mao Project Name / Description 3 Bedroom mound with .6 loading Owner Name(s): Chris Gilbaugh Owner Address: 24375 US Hwy 2 Ashland, WI Project Address: 67725 Highland Rd. Ashland Govt. Lot: SE Township: Eileen Project Parcel ID #: 15677 1/4 of NE Phone: 715 -292 -8055 Zip: 54806 1/4, Section14 ,T47 N -R5 E❑or w❑✓ County: Bayfield Designer Information Designer Name: Edward B. Redinger Phone: 715 -292 -6670 Designer Address: 1015 11th Ave. E. Ashland, WI E-mail: ed@superiorpmw.com License Number: 221939 Remarks: Zip: 54806 Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN STRY SERVICES SEE CORRESPOND CE 07/14/2026 Signature: /_&_ A3. Date: 6/15/26 Original signature required on each subZtted copy. SUPERIOR N vMpiNG MFCMANICAI (715) 278-3456 2:1939 se,:,. 1" , 40' PIN 15677 20 Acres SINE 514 T47N RSW Town of Eileen 8ayfield Co. r4 al f /00%a 4.)"CWT ?/y ,ce,k (•r '9$- gSk30'/''4.j I uVmner Nanir: Chris (iilhaugh Adie\s 2431; OS Ilwy 2 Ashland, WI 54806 5111: 61725 Highland Rd. Ashland Phoned 715292-8055 Email NO WELt ON SITE 7r_L.'rc i 06\ I 3.3 4 "/ RECEIVED JUL 15 2026 Bayfield Co. Planning and Zoning Agency It' Reviewers note: Site is on crown of landscape. Maintain 3:1 slope and level cell elevation. D and E dimesions will vary as will total length and width SINGLE -CELL MOUND DISPERSAL AREA 0.5' TO 2.5" WASHED AGGREGATE (Mn. 6.0' beneath distribution pipe - ndn.2.0' over distribution pate and covered with approved synthetic fabric) ASTM CG33 SAND FILL Li min. 0.5 ft r Plowed Surface HL::!! • • • • • :Iliimiiu mht. 1.0 ft i- - A = 6.43 ft --I ] D= E_ System Elevation = 2.3 ft 2.5 ft 103.53 ft I.wlh� - • • iii:•:_ - n —.-- Surface Contou 101.2 4 % Slope Elevation= ft (greatest slope in area) (Show force main, manifold, and flush valve locations on plan view.) PLAN VIEW (No Scale) 1-1/4 " 0 Schd140 9.6 10 PVC Lateral = ft ft (typical) 2% grade loss = ttvvl�") --with —10-2' -- 1 • ciPei 4 L------------------- LA7 -------------- Varie It B = 70 ft 1 -r RECEI'1rEt; K= 12.7 ft I = 13.2 ft Bend as necessary to follow contour DOWNSLOPE TOE JUL 15 2026 Planning Co, g and Zonina Ana, L 1'9M ft Varies Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. rResetPage IWOucaI! m With additional fill for level cell and 0 grade loss =-15' j m W O m rn DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) FLUSH VALVE DETAIL (No Scale) Orifice in — — \ Valve Box Center of Threaded Cap (insulation optional) for Head Testing (optional) 1 \ I I \ Ball Valve ) (optional) / \ Lateral Spacing s= 2.2 Shield offices for gravelless applications Lateral Length (P) = 34.3 ft Onfioes equally spaced: (check a) OR b) below) ` a) fl along bottom of lateral Flush Valve b) _ 2 along top of lateral Assembly with every th hole (typical - see detail) facing down L Od LATERAL INVERT ELEVATION = 104.03 (typical) OBSERVATION PIPE DETAIL (No Scale) Screw -Type Slip Cap (lo 4.0 PVC Pe Top of pipe to term) at or above finished (4) 114--117 X 6" Slots 0 apart Anchoring Device JUL I15 2026 Finished Grade ulched & seeded) I Planning Topsoil Cover (min. 1 foot) 1f ltration Surface eld Co. Zoning Agency (riser pipes optional) 2 "O Schdl40 PVC Manifold 2 "0 Schdl40 PVC Force Main (slope to pump tank r— for drain -back) Irst Orifice (typical) /f Laterals to be level Schd140 PVC Lateral 0 = 1-1/4 In (typical) Number of Orifices per Lateral = 17 Orifices equally spaced along bottom of lateral fit (typical) 9 (X Orifice Spacing 24 in (typical) ) _ Orifice Diameter = 5/32 in (typical) First Orifice (typical) -- x l (typical) Check applicable box Orifice Discharge Rate = .053 gpm Number of Laterals = 6 Lateral Discharge Rate = 9.15 gpm TOTAL DISCHARGE RATE = 55 GPM ❑ END MANIFOLD CONNECTION Mangold (riser pipe optional) Fist Orifice (typical) — �---x--{—x/Z x/2---i x —i (typical) (typical) Manifold rn CENTER MANIFOLD (riser pipeoptonal) CONNECTION C) m a O m rn PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 40 Vent Pipe >10n from Building Electrical must comply Nth 12' Min. 01 2.0 It above SPS 316 and NEC 300 Established Flood Elevation Weatherprool Extend manhole riser as necessary. (typical)A oved Junction Box IMPORTANT: Anchor tank(s) as necessary pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @ 1� gaUn Depth (in) Volume (gal) A 19.3 323.5 B 2.0 33.52 [C] 4.5 75 D 10 167 PIt Approved Locking Manhole Ventre Cap Si with Warning Label Attached L. (typical) Conduit 4• Mh. or 2.O 6 above Established Flood Elevation (typical) �Alrtight Seal Quick Disconnect 16'Mln. (typical) 1 JUL 152o2& *Pump Tank Liquid Level = 39 in Force Main Diameter = 2 In Force Main Length = 60 ft Force Main Void Volume = 9.8 gal �c T Weep ��Approved lg Bayfielo Joints wjlFnning and Zoninging Agency I1 Hole Approved Pipe 3 ft onto A LAlamn Solid Ground (typical) ii B ti —On [c) PUMP -OFF ti_on ELEVATION = 92.8 ft TPump D Concrete INSIDE BOTTOM Blom ELEVATION = 92 ft V Approved Bedding Material Beneath Tank 11.23 Vertical Head = ft [C] Total Dose Volume (TDV) = 75 gal/dose L (5X total lateral void volume < TDV < 0.2X design (low) + (force main drainback volume) MIN. PUMP DISCHARGE RATE =55 gpm PUMP TANK: Volume = 600 gal Manufacturer: Wieser Concrete Pump Manufacturer: Goulds Pump Model: WE0511++H 120v 05H or 7 work (See attached pump curve.) Controls/Alarm Manufacturer. SJ Electro Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. + Min. Supply Head = .5 ft + FM Friction Loss = 3.5 ft + Fitting Loss* = 1 ft (min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 19.23 ft SEPTIC TANK(S): Total Volume = 1000 gal Manufacturer(s): Wieser Concrete install approved effluent filter at the septic tank outlet Immediately upstream of the pump tank Inlet. Filter Manufacturer. Poly Lock Filter Model: 525 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, 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 = 450 gpd; BOD5 5 220 mgL''; TSS 5150 mgL''; r�ftgL'' Inspection Checklist INSPECT EVERY 3 YEARS o type of use JUL 15 2026 o age of system o nuisance factors (i.e. odors, user complaints, etc.) Bayfield Co. o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) Planning and Zoning Agency 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 (i.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. Scats. 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 filter(s) 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 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Superior Plumbing & Mech. Inc. Phone: 715-292-6670 Local government unit: Bayfield Co Zoning Phone: 715-372-6138 Local government unit address: 117 5ht St. E. Washburn, WI 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. Wlsc. 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. The newly enhanced PS Patrol` system features all the same functions you have come to expect, plus so much more over other traditional pedestal -style alarms. The PS Patrolfeatures a built-in high water alarm and provides a convenient location to connect all wiring required for a pumping station application. It employs a receptacle for easy connection of a 120V pump and piggy -back pump switch. The sleek, angled design of the clear enclosure includes a removable cover for easy access for field wiring and viewing components. All internal components are sealed within the cover for protection from the elements. The red LEDs illuminate the top of the cover in an alarm condition for easy 360' visual identification. Available with or without 32" mounting post. FEATURES Enclosure meets Type 3R water -tight standards Innovative design allows alarm to accept a 5" square plastic post or 4" pipe/conduit for mounting • Automatic alarm reset and green power on indicator {riCC:E(VELu Flush mount horn silence/alarm test switch Auxiliary alarm contacts included for easy attachment& (en4D 2026 devices Bayfield Co. Includes cord seal for sealing switch and pump caltlesning and Zoning Age • Electrical potting cavity to provide easy, reliable method to seal power cables (electrical duct seat not included) Options include various switch cord lengths, riser assembly adapter, dual alarm, and elapsed time meter PART # DESCRIPTION 1022728 PSP2120V, no pump switch, with post 1019021 PSP2 120V, no pump switch, 20A breaker, with post 1022575 PSP2 120V, ETM, with post 1022577 PSP2 120V, DUO alarm, ETM, with post 1037095 PSP2 120V, Wisconsin, assembly kit (2.5 inch) 1067640 PSP2 120V, Wisconsin, assembly kit (2.0 inch) 1018434 PSP2 120V, TAAB indoor alarm, with post 1011551 Assembly Kit (riser extension coupling and washers) ( SJE RHOMBUS. 1 U.S Patent No, 9472,932 .r SP and D780,703 Removable Cover Incoming Alarm i Power Incoming Pump Power . Pump Plug Pump Float Plug PSP Cord Receptacle Optional Assembly i Kit A 33.02 [83.9 cm] 20.71 [52.6 cm] 4" (10.16 cm) BALL HOUSING TRAVEL FILTER CARTRIDGE MATERIAL -POLYPROPYLENE 5.7 [14.7cm1 MATERIAL -FILLED POLYPROPYLENE Y BALL PUSH ROD SECTION A -A FACTORY INSTALLED MATERIAL - FILLED POLYPROPYLENE 6.5(16.51cm) SEALED BALL --J 4' AND 6- FACTORY OPTIONAL BUSHING -� MATERIAL- HOPE INTALLED PIPE OUTLET (FOR 4- THIN WALL PIPE) MATERIAL PVC PART NO. 30142-R POLYLOK PL- 525 - 625 CUTAWAY OR OP710NALFLOATSwrrCH (FOR 110 MM. PIPE) PART NO.30130142 EUR klEGEWEED JUL 15 2026 Bayfield Co. Planning and Zoning Agency 0 Wastewater APPLICATIONS Specifically designed for the following uses: • Homes, Farms, Trailer Courts, Motels, Schools, Hospitals, Industry, Effluent Systems SPECIFICATIONS Pump • Solids handling capabilities: Y 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. MOTORS • Fully submerged in high-grade turbine oil for lubri- cation and efficient heat transfer. • Class B insulation on !, - 1½ HP models. • Class F insulation on 2 HP models. Single phase (60 Hz): • Capacitor start motors for maximum starting torque. • Built-in overload with automatic reset. METERS FEET 40r 130 WE15HH 120 35 110 WE20H SGPM 30 100 5Fr p 90 WE75H = 25 80 E10 20 70 E07 60 WE0S 15 50 E05H 40 10 30 WE03M • SJTOW or STOW severe duty oil and water resistant power cords. • - 1 HP models have NEMA three prong grounding plugs. • 1'i: HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously with- out damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction. • Power Cable: Severe duty rated, oil and water resis- tant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Option- al lengths are available. RECEIVED • O-ring: Assures positive sealing against contami- nants and oil leakage. JUL 152026 AGENCY LISTINGS p S Bayfield Co. retied to UL 778 and C5A 22.2 108 Stany8Qing and Zoning Agency By Canadian Standards Association File aLR38549 c us 0' - SERIES: WE SIZE: 3/a" SOLIDS RPM: 3500 & 1750 0 I (L) -- 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM 0 5 10 15 20 25 30 35 m3/hr CAPACITY PAGE 2 WLP1000/600-MR TANK SPECIFICATIONS 2'-6" 4" CAST -A -SEAL FILTER ORS BAFFLE C w LU I a IIrETZY1 � Ii__i n I I 3" t._ u I SIDE VIEW • i J U T c0- 0 - C -1227 DIMENSIONS: WALL: 3" 4" CAST -A -SEAL BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. 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 RCCEiVEDJ JUL 15 2026 Bayfield Co. Planning and Zoning Agency !-4" VENT I OUTLET � PUMP PAD 0. II 3 t INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 inII 1.1.1 (OTHER STATES SEE CHART) LIQUID CAPACITY: 27.88 GAL/IN (SEPTIC) C 16.76 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL O z 03 v o I u4 TANK CAN BE USED AS: SEPTIC/SEPTIC. SEPTIC/PUMP, < o M OR SEPTIC/SIPHON V, - of COVER: MIX DESIGN #8 (NO FIBER) e�ii m 00 `V N TANK: MIX DESIGN #10 (STRUCTURAL FIBER) b CUSTOMIZED TANKS: S FOR CUSTOM TANKS CONTACT WIESER CONCRETE � I J Q Oo M REVIEWED BY REVIEW DATE o F a w N DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: 1 PRODUCTS NEEDED BY: / OF 1 Li �;PRPID/Tax ID #I5674 ATHLEEN'A HOLEVATZ SNT IRREV TRUST ax ID # 15677 & MARIA D GILBAUGH JUL 15 2026 w N dy t Building Intermediate 0.01 4 Private Sewage System Maintenance Agreement 'JnhtcIa/I,aIuIc CFLScs pier 3 1kr;c, G;lkc.rx., 2M37c US NLa '.L AsWal .,6 c3( s ` 90,6 Site Address 6772 N�cl�lc.1.� 2� flsh a -'.e) 431 S`(SU6 As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil testers report and approved plans and specifications on file with Bayfleld 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) 1/4 of 1/4 Section /y Township `l7 N. Range DCW. Additional Legal Description: E 1/1 SE tit 2%� , Dux 6ocpb2 Town of £.i lee,n (Acreage) -' 2O Gov't Lot Lot_ Block Subdivision Lot _ CSM # Vol. _ Page _ CSM Doc # ❑ In -ground gravity ❑ In -ground dosed DOCUMENT NUMBER 2026R-61 2557 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED O6/15/2O26 AT 12:27 PM RECORDING FEE: $30.00 PAGES:1 Area Return To: RECEIVED Planning and Zoning Department JUN 161026 Co. ❑ In -ground pressure distribution Sewage System: ❑ At -grade Sewage System ❑ 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 manufacturers 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 effluent from the system is ponding on the ground surface. Mounds. At -grade, and In -ground 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. Bayfeld 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 s3+C?ke.r G:Iuk- Subscribed and sworn to before me on this date: rca �1 1, c�ur�e /� ``\\ttpluum aa2C,`° ti' -NOT ota adOwner(s)—sig ure(s) Nota blic My Commis I Expires: Draftedb LS\ _.Date: try -IS'Z.° u/forms/sanitarylsepticmaintenceagreemenl Revised July 2020 I ' YYFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: GILBAUGH, CHRISTOPHER C & MARIA D SS -00799 24375 US HWY 2 ASHLAND, WI 54806 Transaction Number: SS -00799-4A024 Description Amount State Approved Plans (Mounds, Systems Requiring $500.00 Pre -Treatment, etc.) Total: $500.00 Payment Amount: $500.00 Reference: 10837 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 7/16/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-87S STATE SANITARY PERMIT OWNER: CHRISTOPHER C & MARIA D GILBAUGH GOVT LOT: LOT: BLK: SE1/4 NE1/4 SEC:14,T47 N, R5W TOWNSHIP: Eileen SOIL TEST: 45-26 NEW SYSTEM SYSTEM TYPE: Mound > 24 in. of suitable soil PLUMBER: EDWARD REDINGER TRACY POOLER Authorized Issuing Officer DATE: 7/16/2026 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 #: LICENSE: # 221939 condition: THIS PERMIT EXPIRES 7/16/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION