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Home My WebLink About26-101SDepartment of Safety County Bayfield & Professional Services, Sanitary Permit Number (to be filled in by Co.) s-oogoc le Industry Services Division a6- jots Sanitary Permit Application State jTransaction r/�tNumber Q O " A 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 S are submitted to the Department of Safety and Professional Services. Personal information you rE4� RLEDr secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. I. Application Information — Please Print All Information Property Owner's Name JUL 2 2026 Parcel # Warren & Peggy Draeger Ba a 16072 Property Owner's Mailing AddressPlacating and Zoning Agency Property Location O Colby Rd. 150 Govt. Lot NW NW 33 City, State I Zip Code Phone Number Ashland, WI 54806 715-746-2160 i•. '•. Section T 47 N R 05 O r a Lot # II. Type of Building (check all that apply) Subdivision Name Bedrooms 3 0 1 or 2 Family Dwelling — Number of Block # UPublic/Commercial — Describe Use 3 �L lq O City of DState Owned — Describe Use OVillageof 0 Town R4— cr I QQ-{n__ CSMNumber of III. 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 applicable.) A. New System ❑ Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B. 0 Holding Tank 0 tn-Ground ❑ At -Grade 0 Mound ❑ Individual Site Design ❑ Other Type (explain) (conventional) C. 0 Renewal Before ❑ Revision ❑ Change of Plumber 0 Transfer to New Owner ist Previous Permit Number and Date Issued Expiration W. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (st) Dispersal Area Proposed (s1) System Elevation 450 .4 1125 3082 99.6' Capacity in Total # of Manufacturer u A Tank Information Gallons Gallons Units a s, New Tanks Existing Tanks o n. 0 u in m ran a= it O m P+ Septic or Holding Tank ❑ 1000 1 Wieser ❑✓ ❑ ❑ ❑ ❑ Dosing Chamber ❑ 600 1 Wieser 0 ❑ ❑ ❑ ❑ V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Edward B. Redinger 221939 I 715-292-6670 Plumber's Address (Street, City, State, Zip Code) 1015 11th Ave. E. Ashland, WI 54806 VI. County/Department Use Only Permit Fee D to Issued t azure -� O� Approved O Disapproved �Yr9 O Owner Given Reason for Denial �J(JO ,560 Conditions of Approval/Reasons for Disapproval �f �j� pvv k a -e t/�r I d (� - Attach to complete plans for tae system ana suomn to an. a,uunty m„y on papc...ot ...e •.......... . SBD-6398 (R. 03/22) Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI 53705 July 27, 2026 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/27/2028 MUNICIPALITY: TOWN OF EILEEN RECEIVED BAYFIELD COUNTY Phone:608-266-2112 ® 7„ Web: http://dsps.wi.gov Email: dsos(�wisconsingov 1p Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-072601599-C Application No.: DIS-072628603 Site ID No.: SIT -161992 Please refer to all identification numbers in each correspondence with the Department. Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SITE: JUL 292026 WARREN DRAEGER 64950 COLBY RD Bayd Co. Punning and Zoning Agency ASHLAND, WI 54806 SEE CORRESPONDENCE NW l/4 NW I/4 S33 T47N R05 W FOR: Design Wastewater Flow Value: 450 Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) Bedrooms: 3 Limiting Factor(s): 10 inches Maintenance Required: Effluent Filter • 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: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for POWTS (Version 2.1), (May 2022-2027)". • The pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027)" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)". • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Scats. • 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. Scats. • 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 requirements. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the POWTS Dispersal Area must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. • Provide surface water diversion around the treatment tanliaydtypl �jtpersal component. • The selected pump is almost too small for the required ga' Ions per minuteat the proposed total dynamic head according to the supplied pump curve. Local inspector and POWTS in;ta(Ier�gµls�Yerifv at time of installation. A larger pump may be required. JUL LUUZZ66__ 1Bayteld Co. OWNER RESPONSIBILITIES Pla'n'ing and Zoning Agency • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis. Admin. Code & SPS 383.54(11. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In 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 stars 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, Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 ,v Refund Expected: $0.00 r-�✓kc/ Timothy Zoromski Division of Industry Services Phone: Email: timothy.zoromski@wisconsin.gov Wisconsin Department of Saf r ssional Services Page - of2 Division of Industry Services SREST # 79-a/ aPs _ ��45k7 1 L EVALUATION REP)�R� �P S� In accordance with SPS 385. Wis. Adm. Code County e QNewConstruction Use: Q Residential/ Numberof bedrooms 3 Code derived designflow rate 450 GPD ❑Replacement ❑ Public or commercial - Describe: Flood Plan elevation if applicable ft. Parent material Lake Plains loamy deposits over cl General comments and recommendations:.4 Loading. Mound on 97.6' contour @ .4 loading Boring #0 Boring Pit 97.75 12 96.7 Ground surface elev. ft. Depth to limiting factor in. / elev._ft. Soil Aonll iraton Rate I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Sr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Etf#1 Eff#2 1 0.4 5yr3/2 - sl tfabk ml 9W 3f .4 .7 2 4.12 Syr 416 - sl 0 ml ow 3f .7 1.6 3 12.17 5yr62 c2d5yr6/8 Sid 2mabk mvfi - 14 .4 .6 Boring # oBoring 97.75 14 96.59 UPit Ground surface elev. ft. Depth to limiting factor in. I elev.ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Sr. Sz. Sh. Consistence Boundary Roots GPD/F1' 'Eff#1 'Eff#2 1 0-5 Syr 42 - dl 2mabk ml gw 3f .6 .8 2 5.10 Syr 414 - sid 2mabk dh cw 21 .4 .6 3 10-14 Syr 514 dtl 5yr 6/8 sl 0 ml - 2f .2 .6 REC Ba w Co. planning mryr-p,,,.n.o_..-. CST Name (Please Print) Si nature CST Number Edward B. Redinger 221939 Address Date Evaluation Conducted Telephone Number 1015 11th Ave. E. Ashland, WI 54806 6/162026 715-292-6670 • Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L - Effluent #2 = BOD. 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) Page L of ❑ Boring 95.75 12 94.75 Boring # Pit Ground surface elev. It. Depth to limiting factor in. I elev._ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ftz Eff#1 'Eff#2 1 0-6 5yr413 - sit 2mabk ml gw 3f .6 .8 2 6-12 5yr414 - sicl 2mabk dh gw 2f .4 .6 3 12-16 5yr514 - sic ifabk mv6 - 2vf 0 0 E❑ Boring Boring # 111 ❑ Pit Ground surface elev. it. Depth to limiting factor in. / elev. Ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Sr. Sz. Sh. Consistence Boundary Roots GPD/Ft'- 'Eff#1 'Eff#2 ❑❑ Boring Boring # ❑ Pit Ground surface elev. It. Depth to limiting factor is / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Sr. Sz. Sh. Consistence Boundary Roots GPDIF1' Eff#1 Eff#2 Effluent #1 = BOO > 30 5 220 mg/L and TSS > 30S150 mg/L RECEIVED JUL 0 52026 Bayfeld Co. planning and Zoning A9a1ti7 Effluent #2 = BOO. 5 30 mg/L and TSS 5 30 mg/L Page3 of 3 WOODED PROPERTY LINE RECEIVED JUL 082026 Bayfield Co. Planning and Zoning Agent 1OPlot 1= 50'-0" A ►s ......-_ SLAB G;Y L EXISTING TANK WELL • B.M. f ELEVATION • 100' O W DRAEGER, WARREN AND /4 PEGGY SUPERIOR PLUM.'.` M... "` 64950 COLBY RD (715)292-6670 ASHLAND, WI 54806 15% �I, SLOPE jI MI PARCEL #:16072 5 ACRES TOWN OF EILEEN NW1 /4 NW1 /4 S33 T47N R05W Plot Plan 6/18/2026 JCR ED REDINGER CST#: 221939 c100 Scale 1" = 50'-0" 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 SpecftCtLanew-) Pg 5 of 6 Pump Tank Specifications Pg 6 of 6 Management Plan JUL 2R 7 UH hayfield Co.. Planning and Zoning Agancy Pump Curve POWTS Application for Review Soil Evaluation Report & Site Map Project Name I Description 3 Bed Mound Owner Name(s): Warren and Peggy Draeger Owner Address: 64950 Colby Rd. Ashland, WI Project Address: 64950 Colby Rd. Ashland, WI 1/4, Section 33 , T 47 N -R 05 E ❑ or W Q✓ County: Bayfield Govt. Lot: NW 1/4 of NW Township: Eileen Project Parcel ID #: 16072 Designer Information Phone: 715 746 2160 Zip: 54806 Designer Name: Edward B. Redinger Phone: 715 _292 _6670 Designer Address: 10115 11th Ave. E. Ashland,Wl Zip: 54806 E-mail: ed@superiorpmw.com This space reserved for approval stamp. License Number: 221939 Conditionally APPROVED Remarks: DEPT. OF SAFETY D PROFESSIONAL SERA DIVISION OF INDUSTRY SERVICES Revised SEE CORRESPONDENCE Signature: �/ r- Date: 7/27/2026 Original signature required on ach submitted Copy. Page 2 of 6 WOODED PROPERTY LINE J PROPOSED MOUND SYSTEM 4%1 1000/600 GAL WEISER TANK HOUSE I 2.3% - SLOPE 15%PllSLOPE 1 WELL-B.M. ELEVATION -100 A $ an w / p P r. N RECEIVED EDJUL 29 2026 nayfeld Co. Planning and Zoning Agency PARCEL #:16072 1OPlot Ran 5 ACRES 150'_x•' TOWN OF EILEEN NW1/4 NW1/4 S33 T47N R05W DRAEGER, WARREN AND Plot Plan PEGGY SUPERIOR ""�"` M.` 64950 COLBY RD Date 6/18/2026 C100 QO (715)292-6670 j ASHLAND, WI 54806 Drawn by JCR Checked by ED REDINGER CST#: 221939 Scale 1" = 50'-0" SINGLE -CELL MOUND DISPERSAL AREA w= 26.04 0.5' TO 2.5" WASHED AGGREGATE (min. 6.0" beneath distribution pipe - min.2.0" MIN. 6.0" OF TOPSOIL COVER over distribution pipe and covered with jJjjj approved synthetic fabric) min. 1.0 ft ASTM C-33 SAND FILL min. 0.5 ft k"ift -) Plowed Surface D= 2.17 it E= 2.35 ft System Elevation = 99.77 it Lateral Invert Elevation = 100.27 ft '��Iw111G:; ' • • UI�Lr•. a -- "ill!=..._ Surface Contour 4 % Slope _y Elevation = 97.6 ft (Show force main, manifold, and flush valve locations on plan view.) RECEIVED J 129 2n9R 0 1-1/4 "0Schd140 PVC Lateral (typical) B= 100 ft Bend as necessary to follow contour DOWNSLOPE TOE L= iLt it ��pp� f Planning and'Zaonln Aged ft Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. t7acat Dann I I= 12.33 ft PLAN VIEW (No Scale) 10 ft (typical) ----n ----J K= 12.08 ft (typical) 0 m W 0 -n O) DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) FLUSH VALVE DETAIL (No Scale) Orifice in — — —. Valve Box Center of Threaded Cap for Head Testing (insulation optional) (optional) I \ Ball Valve (optional) / \ Lateral Spacing s= 2.25 Shield orifices for gravelless applications al) ( Lateral Length (P) = 49.25 ft (riser pipes optional) 2 "D Schdl 40 PVC Manifold 2 "0 Schd140 PVC Force Main (slope to pump tank r- for drain -back) Laterals to be level rat Orifice (typical) 40 PVC Lateral O = 1-1/4 in (typical) Number of Orifices per Lateral = 25 Orifices equally spaced: (chock a) OR b) below]RECE 0 D Orifices Orifice Discharge Rate = .54 gpm a) along bottom of lateral equally spaced b) along top of lateral Flush Valve Assembly along bottom of lateral ..� \ JUL Number of Laterals = 4 with every lb hole (typical -see detail) �c\Q facing down I y� Lateral Discharge Rate = 13.46 gpm Piannln nr�•7typI Ing Ager1®(lflce Spacing (X) = 24.12 in l 1 LATERAL INVERT ELEVATION = 100.27 ft (typical) TOTAL DISCHARGE RATE = 53.8 GPM (typical) Orifice Diameter= 5/32 in OBSERVATION PIPE DETAIL (No Scale) w-T Screw-TypeW W Y Finished Grade Slip p (loose) loose W (mulched & seeded) 4"41 PVC Pipe Topsoil Cover Top of pipe to terminate (min. 1 foot) at or above finished grade (4) 1/4"-1/2" X 6" Slots @90 apart i, Anchoring Device .• •J:•. Infiltration Surface (typical) First Orifice Check applicable (typical) END MANIFOLD (tyP I) ❑ CONNECTION box. Manifold (riser pipe optional) First Orifice (typical) —. �-- XX (typical) (typical) ❑ CENTER MANIFOLD Manifold CONNECTION (riser pipe optional) D C) O m O) PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 4'O Vent Pipe >10 ft from Building Electrical must amply with 12' Min. or 2.0 ft above SPS 316 and NEC 300 Established Flood Elevation Extend manhole dser as necesse Weatherproof Extend (typical) A roved Junction Box pp Approved Locking Manhole IMPORTANT: Vent cap f with Waming Label Attached(typical)Anchor tank(s) as necessaryConduit pursuant to SPS 383.43(8)(g) 4Min. or2.0 ft above Established Flood Elevation . 1 , . 1 . I lam'---�—f T//T (hrai'al) Finished Cxade I I I Quick llisconnea CAPACITIES @ 16.76 galfin Depth (in) Volume (gal) A 19.5 326 B 2.0 33.5 [Cl 4.5 75 D 10 167 PFF WED JUL 2.9A2026 Bonfield Planning and�ing Agency IIB Pum, * Pump Tank Liquid Level = 36 in E Force Main Diameter = '2 in Force Main Length = 70 Force Main Void Volume = 11.42 gal a' 18'Min. (typical) t Weep • '.--Approved Joints with Hole Approved Pipe 3 ft onto Solid Ground (typica) 3' Approved Bedding Material Beneath Tank [C] Total Dose Volume (TDV) = 75 gal/dose L (5X total lateral void volume <TDV s0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 54 gpm PUMP TANK: Volume = 600 gal Manufacturer. Wieser Concrete Pump Manufacturer: Goulds Pump Model: EP0511 F 120-v (See attached pump verve.) Controls/Alarm Manufacturer: SJ Electra PUMP -OFF ELEVATION= 93.83 ft INSIDE BOTTOM ELEVATION= 93 ft Vertical Head =`eft + Min. Supply Head =eft + FM Friction Loss = 4 ft + Fitting Loss" = 1 ft `(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 14.93 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 Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. 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, Wise. 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; BODS ≤ 220 mgL'1; TSS 5150 mgL-'; FOG ≤ 30 mgL"' Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system RECEIVED o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (Le., 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) (ggy9bution / drop boxes) o neglect or improper use (Le., exceeding design capacities, prohibited activitieOped ana zoning Agency 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 tanks) 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 (1/3) 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: Local government unit: Bayfield Co Zoning Phone: Local government unit address: 117 5ht St. E. Washburn, WI 715-292-6670 715-372-6138 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. Wastewater, METERS 10 9 8 7 2 tJ 6 2 Q Z 5 4 O [- 2 14.99' 1 0 FEET • 2 1 1 30 u�25FFT 5 0 5 -EP 0. EP04 00 10 20 30 40 50 GPM n r n n r n RE EI /ED 0 2 4 6 8 10 .t 12 ma/h 54 gpm CAPACITY JUL 2.9 2026 •The selected pump is almost too small for the required gallons per minute at the proposed Bayfield Co. total dynamic head according to the supplied pump curve. Local inspector must verify aPlatreing and Zoning Agency of installation. A larger pump may be required. MODEL INFORMATION Othe r HP Volts Amps Minimum Circuit Phase Float Switch Cord Discharge Minimum Minimum Minimum Basin Maximum Solids Shipping Weight Nuumbmber Breaker Style Length Connection On Level Off Level Diameter Size lbs.kg EP0411 .4 115 12 20 Plug / No Switch 10' Manual Manual 20/ 9.1 EP0411A Piggyback/) Wide -Angle 10' 12' 6" 21/9.5 EP0411F Plug! No 20' Manual Manual 20/9.1 EP0411AC 1 Piggyback /I Wide -Angle 20' 15" 12' 6' 15" W 21/9.5 EP0412 230 6 10 Plug! No Switch I 10' If Manual Manual 20/9.1 EP0412F Plug! No Switch 20' Manual Manual 20/9.1 EP0511F .5 115 13 20 Plug/ No Switch 20' Manual Manual 22!10 EP0511AC Piggyback! Wide -Angle 20' 12' 6" 23110.4 EP0512F 230 6.5 10 Plug! No Switch 20' Manual Manual 22/10 PAGE 3 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 Patrol® features 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 standRi E CENED Innovative design allows alarm to accept a 5" squa( plastic post or 4" pipe/conduit for mounting JUL 2026 • Automatic alarm reset and green power on indi(m"m co. • Flush mount horn silence/alarm test switEHnnin° and Zoning Agency Auxiliary alarm contacts included for easy attachment of remote devices • Includes cord seal for sealing switch and pump cables • Electrical potting cavity to provide easy, reliable method to seal power cables (electrical duct seal not included) • Options include various switch cord lengths, riser assembly adapter, dual alarm, and elapsed time meter PART # DESCRIPTION 1022728 PSP2 120V, 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) C SJE RHOMBUS. U.S Patent No. 9472,932 and D780,703 w245 Removable Cover Incoming Alarm Power Incoming Pump Power Pump Plug Pump Float Plug PSP Cord Receptacle Optional Assembly 4" CAST -A -SEAL N INLET n U N TI WLP1000/600-MR TANK SPECIFICATIONS a 12'-6" DIMENSIONS: rc WALL: 3" a 4" CAST -A -SEAL BOTTOM: 3" COVER: 5" iii MANHOLE: 24" I.D. PRECAST CONCRETE RISER ----------------,rlr ------ -i I HEIGHT: 51" 44, a it J LENGTH: 12'-6" III ° :r. WIDTH: 7'-0" it pL° . .e -'ft w I BELOW INLET: 42" � •�yQ- II i I•. I T } LIQUID LEVEL: 36" on I WEIGHT: BOTTOM 9,500 LBS. -- �� i II T 1' p1 • COVER 5,470 LBS. o t° FILTER OR IFII Y INLET AND OUTLET. mm a BAFFLE kii j I 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: r. _..r.. WISCONSIN, SEE DETAIL #10 �� o RECEIVED (OTHER STATES SEE CHART) H $ TOP VIEW LIQUID CAPACITY: 27.88 GAL/IN (SEPTIC) JUL 2.9 2026 16.76 GALAN (PUMP) v gco Bayleld Co LOADING DESIGN: 8'-0" UNSATURATED SOIL C ro Planning and Zoning Agency TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, 4" VENT OR SEPTIC/SIPHON COVER: MIX DESIGN #8 (NO FIBER) vi X no TANK: MIX DESIGN #10 (STRUCTURAL FIBER) ___ __ ____ CUSTOMIZED TANKS: 13 ' ----M4 FOR CUSTOM TANKS CONTACT WIESER CONCRETE OUTLET � j cc na " U , :I d U , a, O I:1 f D*O Z � m REVIEWED BY a o 0 PUMP PAD REVIEW DATE F DRAWINGS SUBMITTED SIDE VIEW FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: 1 7" PRODUCTS NEEDED BY: OF MEET OR EXCEED ASTM C-1227 REQUIREMENTS 1 SS- o40( Private Sewage System Maintenance Agreement Owner(s) Mailing Address toH M 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) 14/W1/4 of 4/W 1/4 Section 3_Township Hi N. Range 05W Additional Legal Description: Sc-c. A -e0 i Town of lC-fic<rt (Acreage) .6 Gov't Lot Lot Block Subdivision Lot _ CSM # Vol. CSM Doc # ❑ In -ground gravity ❑ In -ground dosed I?"Mound DOCUMENT NUMBER 2026R-6 1 3125 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 07/29/2026 AT 12:56 PM RECORDING FEE: $30.00 PAGES: 2 Area Return To: Planning and Zoning Department RECEIVED ❑ In -ground pressure distribution Sewagel�gp. Planning and Zoning ❑ 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 Fitter (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. Bayheld 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 Subscribed and sworn to before me on this date: a s 2 o2b ...�........ /N2C GJ�J 2 Notarized Owner(s) —nature(s) Notary Pubic ` My Commission Expires: 20 27 : a . . Drafted by: kh r tvDate: 7-ei 7 -a L ,* "C s 2020 Legal Description A parcel of land located within the Southwest 1/4 of the Southwest 1/4, Section 28, Township 47 North, Range 5 West more particularly described as follows: Commencing at the Southwest corner of said section; Thence easterly along the south line of the Southwest 1/4 a distance of 177.42 feet to the point of beginning; Thence northerly and perpendicular to said section line a distance of 20.00 feet; Thence easterly on a line parallel to said section line a distance of 50.00 feet; Thence southerly and perpendicular to said section line a distance of 20.00 feet; thence westerly along said section line a distance of 50.00 feet to the Point of Beginning. AND The North Half of the Northwest Quarter of the Northwest Quarter (N 1/2 NW 1/4 NW 1/4), Section Thirty - three (33), Township Forty - seven (47) North, Range Five (5) West, "[own of Eileen, Bayfield County, Wisconsin. LESS A parcel of land located within the Northwest 1/4 of the Northwest 1/4, Section 33, Township 47 North, Range 5 West more particularly described as follows: Beginning at the Northwest corner of said section; Thence easterly along the north line of the Northwest 1/4 a distance of 177.42 feet; Thence southerly and perpendicular to said section line a distance of 5.64 feet; Thence westerly on a line parallel to said section line a distance of 177.42 feet; Thence northerly and perpendicular to said section line a distance of 5.64 feet to the Point of Beginning. RECEIVED •11L 302026 Barfield co. Planning and Zoning Agency I-! YFIELD Bayfield County Planning & Zoning Department 117 E 5ti, Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: DRAEGER, WARREN R & PEGGY A SR -00457 64950 COLBY RD ASHLAND, WI 54806 Transaction Number: SR -00457-49A54 Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 10825 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 7/9/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. J34-VFIELD 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: DRAEGER, WARREN R & PEGGY A 64950 COLBY RD ASHLAND, WI 54806 Description State Approved Plans (Mounds, Systems Requiring Pre -Treatment, etc.) Submission Number: SS -00808 Transaction Number: SS -00808-4B020 Amount $500.00 Total: $500.00 Payment Amount: $500.00 Reference: 10857 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 8/3/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-101S STATE SANITARY PERMIT OWNER: WARREN R & PEGGY A DRAEGER GOVT LOT: LOT: BLK: NW 1/4 NW 1/4 SEC: 33, T 47 N, R 5 W TOWNSHIP: Eileen SOIL TEST: 79-26 NEW SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: EDWARD REDINGER TRACY POOLER Authorized Issuing Officer DATE: 8/3/2026 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 8/3/202 P1•: IhI: PXIi!!AIII*!lY4 MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION