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HomeMy WebLinkAbout26-15SIndustry Services Division County 4822 Madison Yards Way Bayfield Sanitary Permit Number (to be filled in by Co.) SItS Madison, WI 53705 s� - ssoo�oq �xy P.O.ox7302 Madison, WI 53707 a�- 15 5 . , Sanitary Permit Application State Transaction Number S IT -155433 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) — - ^'— r'+er- is required prior to obtaining a sanitary permit. Note: Application forms for state.owned P WTS are submitted to information e�Er�sjcondary the Department of Safety and Professional Services. Personal you prov purposes in accordance with the Privacy Law, s. 15.04(1)(m), Slats. L Application Information — Please Print All Information Property Owner's Name Sawgrass Development LLC 8a fleld Co. Parcel # 17058 aNtERED Property Owner's Mailing Address Plannitig and Zoning Agency Property Location �-- 414 3rd Ave. E Govt. Lot NE y,.NE Y, Section 1 City, State Ashland, WI I Zip Code 54806 Phone Number 715-209-0646 T45 N R 6 E or W IL Type of Building (check all that apply) Lot # Subdivision Name ZI or 2 Family Dwelling— Number ofBedrooms 1 Block # LlPublic/Commercial — Describe Use City of State Owned — Describe Use Village of CSM Number mow of Grandview 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 if applicable.) A. ✓ New System I�� I IµReplacement System Other Modification to Existing System (explain) ❑Additional Pretreatment Unit (explain) B. Holding Tank Din -Ground Q4t-GradeDesign ✓ Mound Individual Site Other Type (explain) (conventional) C. []Renewal Before Revision]Change of Plumber Qfmnsfer to New Owner ist Previous Permit Number and Date Issued Expiration IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sl) I Dispersal Area Required (st) I Dispersal Area Proposed (st) I System Elevation 150 .6 1250 432 1100.55 Capacity in Total # of Manufacturer " o Tank Information Gallons Gallons Units 'u y New Tanks Existing Tanks o 2 y is 0.O io tn &) u. t) iL Septic or Holding Tank X I 840 1 Wieser Concrete LLi Dosing Chamber x 500 " 0 V. Responsibility Statement- I, the undersigned, assume responsibility for installation oldie POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Edward B. Redinger 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 O Disapproved Permit Fee $ Date Issued L mpu Iss ng Age Sign Z ❑ Owner Given Reason for Denial — ,if Conditions of Approval/Reasons for Disapproval Attach to complete plans for the system and submit to the County only on paper not less than 8 t2 x 11 inches in size SBD-6398 (R. 02/22) Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI 53705 February 25, 2026 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/25/2028 MUNICIPALITY: TOWN OF GRAND VIEW BAYFIELD COUNTY SITE: SAWGRASS DEVELOPMENT LLC BIBON RD MASON, WI 54856 FOR: Design Wastewater Flow Value: 150 Bedrooms: I Limiting Factor(s): 15 Inches Maintenance Required: Effluent Filter Phone: 608-266-2112 Web: hno://dsos.wi.eov l®� y Email: dsosL?wisconsin.eov ` Pa Tony Evers, Governor ra Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-022600212-C Application No.: DIS-012602974 Site ID No.: SIT -155433 Please refer to all identification numbers in each correspondence with the Department. RECEIVED FEB 257026 Bayfield Co. Planning and Zoning Agency Mound Component Manual - Version 2.1 (May 2022-2027) SITE REQUIREMENTS • A full size copy of the approved plans, specifications, and this letter shall be on -site during 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: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on -site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. • Divert surface water from all POWTS Areas. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- 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. • 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 manufacture's recommendations. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing to meet TDH and GPM Specifications. • 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 mound 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. OWNER RESPONSIBILITIES • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis. Admin. Code & SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The 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, stars. 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, Fee Required: $250.00 Fee Received: $250.00 Heidi Eide Balance Due: $0.00 Refund Expected: $0.00 Division of Industry Services Phone: Email: RECEIVED FEB 252026 Bayfield Co. Planning and Zoning Agency RECENED Wisconsin Department of Safety and Professional services Page - of3 C c Division of IndustryServices SR 00376 JAN 02 2026 ENTERED sp SOIL EVALUATION REPORT t/alab tOTEST #/-0Z In accordance with SPS 385, Wis. hdilgj Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, ayrield 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. 17058 _ Please print all Information. R Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04(1)(m)). I Property Owner j Properly Location I] Sawgrass Development LLC Govt Lat NE v NE %sl 1 i45 N R 6 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: 414 3rd Ave. E. 715-209-0646 applied for! shares drive with 24395 Bibon Rd. City State Zip Code Phone Number ❑ City ❑ Village Iii Town Nearest Road Ashland WI 54806 , , Grandview Bibon Q New Construction Use; I] Residential /Numberof bedrooms 1 Code derived designflow rate l50 GPD ❑Replacement ❑ Public or commercial - Describe: Flood Plan elevation if applicable_ _8. Parent material Sandy Outwash - General comments and recommendations: Holding Tank or Mound on 98.8' contour with .6 loading 1 Boring # ❑Baring ' ❑� Pit 99.5 15 i 98.2 Ground surface elev. ft. Depth to limiting factor Vin. / elev. ft. Snil Annliratinn Rato Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' 'Efr#1 Eff#2 1 0-3 2.5yr 311 - sl 2mabk ml gw 3cc .6 1.0 2 3-15 2.5yr4/2 - sl lfabk ml gw 2n1 .4 .7 3 15-31 2.5yr 513 c2d 2.5yr 6/8 $ 0 ml cw .7 1.6 4 31-40 2.5yr 4/4 - Sc 0 ml cw - 0.0 0.0 5 40-60 2.5yr 4/4 - c 0 mvfi - 0.0 0.0 Boring # ❑Boring 97.9 1 6 96.57 ®Pit Ground surface elev. ft. Depth to limiting factor i i. / elev. ft. Sniff Annliratinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Rorts GPD/FI2 'E##1 Eff#2 1 0-10 2.5yr 4/2 - sl 2mabk ml cw 3f .6 1.0 2 10-16 2.5yr6/3 - sl lfabk ml gw - .4 .7 3 16-30 2.5yr 5/3 c2d 2.5yr 6/8 S 0 ml .7 1.6 CST Name (Please Print) Si a re CST Number Edward B. Redinger 1221939 Address Date Evaluation Conducted Telephone Number 101511th Ave. E. Ashland, WI 54806 12/17/25 715-292.6670 • Effluent #1 = BOD > 30 5 220 mg/Land TSS > 30 5150 mg/L 'Effluent #2 = SOD. £ 30 mg/I. and TSS s ,9 mg/L SBD-8330 (R04121) Being a ®N ° drama surface owv.98.8 n. Pago z of 3 97.5 Depth to nnrttnv reds _}n. r eiw._n I Sa Annfic lofl R&n I aim�.�■��©�■c�®act , , � , to &ththg facts n. f eiev.^ft D" Gradd surface etw. ft Depth H" O Psmm Pd Gramd surface clay. It - Effluent #1 = SOD > 30 5220 mg/L aid TSS > 30 5150 mglL Depth to tm tg fads_Ui. / elev.ft EfRuerd #2 = BOD. s 30 mglL and TSS 5 30 niaL 1/8, FEB 252026 Bayfield Co. Planning and Zoning Agency SUPERIOR n _.o ti'*W CM (715) 278-3456 •'3. ('Sit : 2)o MN IX1SR S Acm NE NE SI 145N R6w Town of Grand View Bav4'$d Co Q4Y Cuslomer Nome sIW'Nlfi4—DcYelooEEl4Rtl� Adrn 414 3Ed Avf, i N Ashland. W414 �1 L;Sr4�Sl�Cti�It�A11�Si1�_Yk�v .� f.• a' rcur NO ATE ADDRESS if? NO WEII ON SITE YET Shares driveway with 24395 &bon Rd. ��o� lid• fir. kLC EIVE FEB 252025 Bayfield Co. 3' c�'VI Planning and Zoning Agen PAGE 1 OF 6 Mound Plan Index & Cover Sheet Component Manual Design References: Mound Version 2.1 (May 2022-2027) & Pressure Distribution Version 2.1 (May 2022-2027) Pg 1 of 6 Index & Cover Page RECEIVED Pg 2 of 6 Plot Plan FEB 2 5 2026 Pg 3 of 6 Mound Cross -Section & Plan View Pg 4 of 6 Distribution Network SpecificatiwAga dZo ngAgency Pg 5 of 6 Pump Tank Specifications Pg 6 of 6 Management Plan Attachments: Enclosures: Pump Curve POWTS Application for Review Soil Evaluation Report & Site Map Project Name I Description 1 Bedroom mound with .6 loading Owner Name(s): Sawgrass Development LLC Phone: 715 -209 Owner Address: 414 3rd Ave. E Ashland, WI Zip: 54806 Project Address: applied for: shares drive with 24395 Bibon Rd. Mason Govt. Lot: NE 1/4 of NE 114, Section 1 , T 45 N -R 6 ED or W t✓I Township: Grandview Project Parcel ID #: 17058 county: Bayfield Designer Information Designer Name: Edward B. Redinger Designer Address: 1015 11th Ave. E. Ashland, WI E-mail: ed@superiorpmw.com License Number: 221939 Remarks: 1.4. Phone:715 -292 -6670 Zip: 54806 Signature: re required one submitted copy. Date: 1/15/26 Original signatu SUPERIOR nsenewM orc+.a..rx (715) 278 - 3456 ate 221939 Scak. 1 • 60' PIN. 1705$ S Acres NE NE Si T45N AMW Town of Grand View Boyfield Co. Customer Name: *s3 Dn,lfmtnenl ILC I Adrehs: 414 3DQ8YS,J N Asshlint Wi_5—r SITE no address - Bibon Rd. Grand Vw Phone N: 715204-0646 kECtIVED Email: jitcarlsonhuildinasuyolY,com FEB 25 2026 Bayfleld Co. NO SITE ADDRESS YET NO WEEE ON SITE YET Planning and ZoningAgency Shares driveway with 24395 Blbon Rd. bar. 37y33 MouA mil. ibua'' 4,'q 3•a SINGLE -CELL MOUND DISPERSAL AREA w= 23.2 ft 0.5" TO 2.5" WASHED AGGREGATE (min. 6.0' beneath distribution pipe - min.2.0' over distribution pipe and covered with approved synthetic fabric) ASTM C-33 SAND FILL Li min. 0.5 ft r� D Plowed Surface MIN. 6.0" OF TOPSOIL COVER min. 1.0 ft I A = 405 ft --I Surface Contour 1 % Slope Elevation = 98.8 it (Show force main manifold, and flush valve locations on plan view.) RECEIVED FEB 252026 Bayfield Co. D= 1.75 ft E= 1.8 ft System Elevation = 100.55 ft Lateral Invert Elevation = 101.05 it CROSS SECTION VIEW (No Scale) PLAN VIEW (No Scale) 1-1/4 ' 0 Schdl40 f 8 PVC Lateral = .74 ft 10 it (typical) RYPical) + I — — — — — — — — — —---- ---------- _—__—__—__ ____—__—.__ —__—._ Observationa ------------------4 '------------------------------------------------_---------I B= 30 ft f 1= 9.5 K= ft Bend as necessary to follow contour DOWNSLOPE TOE I L= 51.2 ft Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. Reset 10.5 ft (typical) C) W O TI O) DISTRIBUTION NETWORK SPECIFICATIONS RECEIVED (No Scale) FLUSH VALVE DETAILFEB 257026 (No Scale) Bayfield Co. Orifice in — — Valve Box Planning and Zoning Agency Lateral Spacing (optional) Center of Threaded Cap S = 2.5 Ball Valve ft for Head Testing (insulation optional) \ \ ( \ Shield orifices for \ gravelless applications ta. ypal (optional) / \ ? 01 \ Lateral Length (P) = 14.2 ft Orifices equally spaced: (check a) OR b) below] a) E along bottom of lateral Flush Valve b) -0 along top of lateral Assembly with every _ th hole (typical - see detail) facing down LATERAL INVERT ELEVATION = 101.05 ft (typical) 1.5 "O Schdl 40 PVC Force Main (slope to pump tank (riser pipes /� for drain -back) optional) / 1-1/4 0 Sctdl40 � First Orifice PVC Manifold (typical) Laterals to be level Schdl 40 PVC Lateral 0 = 1 in (typical) Number of Orifices per Lateral = 7 Orifices equally spaced along bottom of lateral Last ormce Orifice Spacing (X) = 26 in (typical) (typical) OBSERVATION PIPE DETAIL (No Scale) Screw -Type or •�, :�,. Finished Grade Slip Cap (loose) (mulched & seeded) 4"O PVC Pipe Topsoil Cover Top of pipe to terminate (min. 1 foot) at or above finished grade (4) 1/4"-1/?" X 6' Slots $b apart Anchoring Device Infiltration Surface Orifice Diameter = 3/16 (typical) •in Orifice Discharge Rate = .65 gpm Number of Laterals = 4 Lateral Discharge Rate = 4.59 gpm TOTAL DISCHARGE RATE = 14.35 GPM First Orifice (typical) =ftEND MANIFOLD (typical) ❑ CONNECTION Check applicable box. Manifold (riser pipe optional) D First Orifice (typical) G) m I-- X I X/2-MX/2 —I-- x --I _. (typical) (typical) I' Manifold) CENTER MANIFOLD (riser pipe optional) CONNECTION C) PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 4'0 Vent Pipe ,1011 from Building 12Min. 0,2.0 ft above Established Flood Elevation (typical) Electrical must comply win SPS i 316 and NEC 300 --i- II Weatherproof IMPORTANT: Vent `p Anchor tank(s) as necessary \Approved --cond:dt pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @ 1 gain `% 1 I ti . Depth (in) Volume (gal) A 26.6 315 B 2.0 23.64 [C] 1.7 20 D 12 142 * Pump Tank Liquid Level = 46 in Force Main Diameter = 1-1/2 In Force Main Length = 90 ft Force Main Vold Volume = 8.3 gal Airtight Seal * T Weep Hole A B q —on f t`] Pump Off 0 Concrete Block RECEIVED FEB 252026 Bayfieid Co. Extend manhole riser as Rjw1fAw.and Zoning Agency Approved Lockkig Manhole with Warning Label Attached (typical) 4' Min. or 2.0 ft above Established Flood Elevation (typical) Oulck Disconnect 18" Mih. (typ cal) • `Approved Joints with Approved Pipe 3 it onto Solid Ground (typical) PUMP -OFF ELEVATION = 93 ft 3" Approved Bedding Material Beneath Tank [C] Total Dose Volume (TDV) = 20 gal/dose (5X total lateral void volume S TDV so.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 18 gpm PUMP TANK: Volume = 500 gal Wieser Concrete Manufacturer Pump Manufacturer. Goulds Pump Model: EP0411 F 120-v See ale had pump carve.) Controls/Alarm Manufacturer. SJ Electro Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. INSIDE BOTTOM ELEVATION = 92 ft Vertical Head = __________ft + Min. Supply Head = 3.5 ft + FM Friction Loss = 2.8 ft + Fitting Loss* = 1 ft '(mm. supply head x 0.3) = TOTAL DYNAMIC HEAD = 15.3 ft SEPTIC TANK(S): Total Volume = 850 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 = 150 gpd; BOD5 5 220 mgL-'; TSS 5 150 mgL''; FOG i30 gL' Inspection Checklist INSPECT EVERY 3 YEARS o type of use FEB 25 2026 o age of system o nuisance factors (i.e. odors, user complaints, etc.) Bayfield Co. mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) Planning and Zoning Agency 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) neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) n extent of ponding in distribution cell prior to dosing o dosing irregularities (i.e., pump re -cycling, float switch settings, etc.) 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. Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, 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 & McCh. Inc. Phone: 715-292-6670 Local government unit: Bayfield Co Zoning Phone: 715-372-6138 Local government unit address: 117 5ht St. E. Washburn, W1 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. 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. Enclosure meets Type 3R water -tight standards Innovative design allows alarm to accept a 5" squ 1VEO plastic post or 4" pipe/conduit for mounting �B 252026 • Automatic alarm reset and green power on indica o Flush mount horn silence/alarm test switch Sayfield co. Planning 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) U.S Patent No. 9472,932 and D780703 Removable Cover Incoming Alarm Power Incoming Pump Power Pomp Plug Pump Float Plug PSP Cord Receptacle C �tronal ssembly Kit ( SJE RHOMBUS. hLLL� Wastewater METERS FEET 10 9 30 - I -► 5 GPM 8 Q 7 x 2 5 } p 1 Q 4 EPOS 3 10 EP04 2- 5 0 0 10 20 - 30 40 50 GPM 0 MODEL INFORMATION Order Minimum- Float Cord Discharge I Minimum Minimum Minimum; Maximum Solids Shipping Number HP Volts Amps Circuit Phase Switch length Connection Basin On Level Off Level Weight Breaker Style Diameter Size Ibs.kg EP041 I Pwg / No Switch 10 Manual Manual 20 5.1 EP041 IA Piggyback / l0' 12" b" 21/9.5 115 12 20 Wide -Angle EP041 IF -4 Plug / No Switch 20' Manual Manual 20/9.1 E P0411AC Piggyback/ 20' 12" 6" 21/9.5 1 Wide -Angle 1T 1S :1 EP0412 230 6 10 Plug! No Switch 10' Manual Manual 20/9.1 EP0412F Plug! No Swath 20' Manual Manual 20; 9.1 EP0571F 115 13 20 Plug r No Switch 20' Manual Manual 22: 10 EP0SIIAC Piggyback 20' 1T 6" 23%10.4 .5 Wide -Angle EP0S12F 230 6.5 10 Plug J 20' Manual Manual 22/10 No Switch 2 4 6 8 10 _ 12 mn3th RECEIVED CAPACITY FEB 252026 Bayfield Co. Planning and Zoning Agency PAGE 3 W840/500 -MR TANK SPECIFICATIONS I 9. 5 DIMENSIONS: LI 4" 4" CAST —A —SEAL WALL: 2 9/16" a. CAST —A —SEAL BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER o HEIGHT: 59 1/2" a li it ��t LENGTH: 9'-5 3/4" WIDTH: 7'-9" rc Y 11,'- BELOW INLET: 48" 1 \I i 1 i Q LIQUID LEVEL: 43o�\WEIGHT: BOTTOM 7,360 LBS.III _ -'I COVER 3,790 LBS. `\� FILTER OR li it � INLET AND OUTLET: In 4.. BAFFLE ii 4" CAST -A -SEAL BOOT OR EQUAL GASKET W a n, • ri *0. e N U I & II 1.1 SIDE VIEW EXCEED ASTM C-1227 RECEIVED FEB 257026 Bayfield Co. Planning and Zoning Agency VENT OUTLET I � V 'UMP PAD INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN. SEE DETAIL 010 SI c (OTHER STATES SEE CHART) IW LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC) 11,82 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL O i � o TANK CAN BE USED AS: SEPTIC/SEPTIC. SEP11C/PUMP, o OR SEPTIC/SIPHON W COVER: MIX DESIGN #8 (NO FIBER) W N TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: a FOR CUSTOM TANKS CONTACT WIESER CONCRETE `1 Q I o z p F REVIEWED BY REVIEW DATE W 3 uj DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: 1 7" OF PRODUCTS NEEDED BY: / 1 SS- 00-709 Private Sewage System Maintenance Agreement ',q 3rd art e LLC it/Lt 5406 laxluf 1705 tl 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) N v 1/4 ofLi L 1/4 Section U I Township t4 N. Range 040 W. Additional Legal Description: "DOG v9oaSa-GoIId4 Town of (1rCWA- Vie A' (Acreage) Gov't Lot Lot_ Block Subdivision Lot CSM#_ Vol. Page _ CSM Doc # DOCUMENT NUMBER 2026R-61 1182 DANIEL J_ HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 02/25/2026 AT 10:59 AM RECORDING FEE: $30.00 PAGES: 2 Area Return To: (� (�/ED �7c Planning and Zoning i7 Qe�nf - i R D FEB 2620Z6 Zofliflo A enc� ❑ In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: Mound ❑ 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 (113) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by BPS 383.55, Wis. Admin. Code. Private Sewaae 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. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges maybe 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 bylaw. 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) — ea Print „p�arrrinrrn.."I Subscribed and sworn to before me on this date: r Saw r S V-iL! Q , !'••� � Noted Ow r(s) n e(s) Note Public r�. A(/BL\G .'_ yCo mis ion Aires: Drafted by: 36Sk 17 Cdc Da(e " r nu, up• Proofed by: Wforms/sanitary/septicmaintenceagreemem Revised July 2020 Real Estate Closings 885 W. Broadway Avenue 4451 GOWEY Title Title Insurance Medford, WI www.goweytitle.come.com File No. G-2505433 ADDENDUM/EXHIBIT A That portion of the Northwest Quarter of the Northeast Quarter (NW1/4-NE1/4), Section One (1), Township Forty-five (45) North, Range Six (6) West, Town of Grand View, Bayfield County, Wisconsin, described as follows: Commencing at a 1-1/2 inch iron pipe marking the North quarter corner of Section 1; thence South 1° 09' West 377.10 feet along the North -South quarter line to a 1 inch iron pipe located approximately 46 feet North of the East bank of the White River; thence continuing along the North -South quarter line South 1° 09' West across the White River a distance of 132.10 feet to a 1 inch iron pipe located approximately 14 feet South of the West bank of the White River; thence continuing along the North -South quarter line South 1° 09' West a distance of 200.00 feet to a 1 inch iron pipe located approximately 37 feet North of the West bank of White River and approximately 72 feet North of the center of the White River and marking the beginning of the meander lines along the river; thence North 750 04' East a distance of 180.20 feet to a 1 Inch iron pipe located approximately 16 feet West of the West bank of the river and approximately 51 feet West of the center of the river; thence continuing along a meander line North 23° 08' East a distance of 70.00 feet to a 1 inch iron pipe located approximately 4 feet West of the West bank of the river and approximately 35 feet West of the center of the river and marking the end of the meander lines; thence North 38° 46' East a distance of 73.85 feet across the river to a 1 inch iron pipe located approximately 5 feet Northeast of the East bank of the river; thence North 66° 37' East a distance of 174.33 feet to a 1 inch iron pipe; thence North 1° 09' East a distance of 100 feet to a 1 inch iron pipe; thence North 22° 23' West a distance of 396.50 feet to a 1 inch iron pipe located on the North section line of Section 1; thence North 88° 51' West a distance of 244.70 feet along the North section line to the Point of Beginning, including all the lands lying between the meander lines herein described and the center of the White River between the extension of the West boundary line and that previously described boundary line which crosses the White River and bears North 38° 46' East a distance of 73.85 feet; EXCEPT all lands previously conveyed for highway or utility purposes. Tax ID Number(s): 04-021-2-45-06-01-1 02-000-20000 RECEIVED FEB 262026 Bayfield Co. planning and Zoning Agencl Bayfield County Register of Deeds Document #2025R-609824 Page 2 of 2 131 IVFIELD 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: SAWGRASS DEVELOPMENT LLC, SR -00376 414 3RD AVE E ASHLAND, WI 54806 Transaction Number: SR-00376-3AE17 Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 10588 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 1/5/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. FIELD 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: SAWGRASS DEVELOPMENT LLC 414 3rd Ave E Ashland, WI 54806 Description State Approved Plans (Mounds, Systems Requiring Pre -Treatment, etc.) Submission Number: SS -00709 Transaction Number: SS-00709-3EFAC Amount $500.00 Total: $500.00 Payment Amount: $500.00 Reference: 10665 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 3/5/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-15S STATE SANITARY PERMIT OWNER: SAWGRASS DEVELOPMENT LLC G OV'T LOT: LOT: B LK: NE1/4 NE1/4 SEC:1,T45N,R6W TOWNSHIP: Grand View SOIL TEST: 1-26 NEW SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: EDWARD REDINGER TRACY POOLER DATE: 3/6/2026 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 #: LICENSE: # 221939 Condition: THIS PERMIT EXPIRES 3/6/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION