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HomeMy WebLinkAbout26-15SRequest for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note fl Time Change fl Discrepancy fl Other Phone Number 715-413-0122 Plumber: Superior Plumbing & Mech. Inc. Fax Number Homeowner: Sawgrass Development LLC Email Address ed@supedorpmw.com Immediate Phone Number So Zoning Sanitary 26-15S Dept can call you right back (if needed) Permit #: Plumber's Choice �qg Dept No Inspection(s) during this time Date: 8/06/2026 Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Zoning Dept Time: S;so I'l3Q•,am Plow 1:00 pm Piping Township: Grandview t Address # & Road Name: Shares driveway with: 24395 Bibon Rd. or Mason, WI WI Directions To Site: jr6 6 705 `6 Comments: 8;00 am Plow 1:00 pm Piping ** Plumbers you must verify any change(s) by fax or email ** Notes from u/forms/sanitary/requestforinspection Zoning Dept (@4/12/04); ® June 2023 ■ Customer Narne: �g1vg�;r Drveloument tip Actress: q ati X UPERIOR SEiE: nQ,eddre�s�b _gd G a ew .ununae htc+sMa Phone N: .ZX46 (715)278-3456 Email: jecar1sonbuHd3ngsupvy.co,n CSTa 221939 NO SITE ADDRESS YET NO WELL ON SITE YET Scale: I" - 60' Shares driveway with 24395 Blbon Rd. PIN: 271511 S Acres NE NE SI TASK R6W Town of Grand View Bayf,Od Co. SX")3 MAOAd .A /64J1 a 1�1 -`„LNl tae -.l ,. FEB 257026 Bayrield Co. Planning and Zc:riing Agency a o r. iZa. Request for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note fl Time Change fl Discrepancy fl Other Phone Number 715-413-0122 Plumber: Superior Plumbing & Mech. Inc. Fax Number Email Address Homeowner: Sawgrass Development LLC ed@superiorpmw.com Immediate Phone Number So Zoning Sanitary 26-15S Dept can call you right back (if needed) Permit #: Plumber's Choice g Dept No Inspection(s) during this time Date: 8/06/2026 Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Zoning Dept Time: g, 3O 9Q,am Plow rfi 1:00 pm Piping Vii► Township: Grandview Address # & Road Name: Shares driveway with: 24395 Bibon Rd. or Mason, WI Directions 7058 To Site: Comments: 8:00 am Plow 1:00 pm Piping ** Plumbers you must verify any change(s) by fax or email ** Notes from u/fonns/sanitary/requestforinspection Zoning Dept (©4/12/04); ® June 2023 Private Onsfte Wastewater Treatment gxrctr rnS ( POWTS). Inspection Report (Attach to Permit) Ir SAWGRASS DEVELOPMENT LLC C. 4143RDAVEE _. ASHLAND WI 54806 F [PrivacyLaw, s. 15.04(1)(m) City 11 Village Li Town of. [TSM Elev: insp BM Elev: BM Description: 11I Tank Information TYPE_I MANUFACTURER I CAPACITY Prop. Line I Well I Buildin Air intake Road Setic 110 a Ibp N N/A Rosin N/A Aeration N/A Hoidin setback to: County Sanitary ermit No: State Plan'Transactlon lD#: Parcel Tax No: • Pump I Siphon Information Pump Man cturer dk 0 Pump Melt&_I Demand GPM Filter Manufacturer Filter Model TDH Lift Friction Loss Head Total Forcemain Length Dia Dist To Well Dispersal Cell Information DIMENSIONS Width Len th # of Cell 2 SETBACK FROM Prop.. in Bui di g/ Weli . OHW Type of Cell Manufactu , /0 O Model Number. Pretreatment Unit Manufacturer: Model Number: I stribution System Header! Manifol / Distribution Pipe(s) Length 2,. Die 1 ' i Length Dia Spac Soil Cover Elevation Data STATION BS jHl J FS j ELEV Benchmark '32y 0�.2 Bldg. SewerC._0 '72 Tank Inlet 6 . Tank Outlet _______ _______ -,3 ¶$'9' Dose Tank Inlet Dose Tank Bottom i� ,�� 2.. Inst. Contour Header/ Manifold Distribution Pipe �o_ ,51 Infiltrative Surface Final Grade o ______________________ I I : X Pressure Systems Only 3. X Hole Size I X Hole I Observation Pipes Spacing I ❑ Yes ❑ No Depth Over I Depth Over Depth of Seeded ! Sodded I Mulched Cell Center j Cell Edges Topsoil ❑ Yes ❑ No 0 Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) / © ckS v� h I Cs fL)IO &"t Ot4i7 Ian revision required? ❑ Yes II T. ______ to O i(_I 3e other side for additional informs on. L• Date POWTS Inspector's Signature License Number ;en_a7fn rR nvvii yo Of Property Owner BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Bayfield County Courthouse Fax: (715) 373-0114 Post Office Box 58 e-mail: zonino(rMbavfieldcountv.oro 117 East Fifth Street Web Site: www.bavfieldcounty.org/147 Washburn, WI 54891 Information SAWGRASS DEVELOPMENT LLC 4143RD AVEE ASHLAND WI 54806 As you know 5 Ct/I rO t/ was contracted by you to install a private onsite wastewater treatment system on your property (Tax ID# above). To know when your system will be due for servicing please go to www.sei)ticsearch.com Notes: Abandonment of Old System to meet all applicable code requirements: C. Tank was pumped by: i Tank was crushed I removed and pipes disconnected by: on at _____AM/PM PM On Zb at ( (AM / M the above -mentioned plumber contacted our office to conducId"4 pre-c ver inspection as required un r DSPS 383. One of the following applies: 7° System was inspected and appears to meet all applicable code requirements. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. ❑ System could not be inspected because plumber covered prior to scheduled time of inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. LIIISystem could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. ❑ System could not be inspected because County could not respond to plumber's time constraints Comments: Ulforms/sanilarypropertyowner-input April2019 • ARTA� Industry Services Division 4822 Madison Yards Way County Bayfield Madison, WI 53705 Sanitary Permit Number (to be filled in by Co.) _�. Ss• 00-709 P.O. Box 7302 Madison, WI 53707 I - 155 ��S�tOVAt � lD Sanitary Permit Application SSttate Transaction Number `_ IT -155433 In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Project Address (if different than mailing address) — `1%r ..._ - r'I- is required prior to obtaining a sanitary permit. Note: Application forms for state-owne,.PQWS are submitted to rA-' Personal information Ycondary the Department of Safety and Professional Services. you rov P purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. purposes w .° PPicatoo .Jit'o �tioa== case'ri�nt__fomiation_.. ZOZ6_ Property Owner's Name Sawgrass Development LLC be e,d Co. Parcel # 17058 Property Owner's Mailing Address Planning and Zoning Agency Property Location 414 3rd Ave. E Govt. Lot NE y4,NE ¼, Section 1 T45 N R6 E or W City, State Ashland, WI Zip Code 54806 Phone Number 715-209-0646 I>GF1pe;of ButtdDg(cb ck sll�ttietaply�� ..." . - Lot # Subdivision Name Z1 or 2 Family Dwelling —Number ofBedrooms I Block # ❑P ublic/Commercial — Describe Use City of ❑State Owned — Describe Use Jviiiage of CSM Number .Town of Grandview a_pltcabuL, `nA �Ch ane on • �a G� e e C i IQIL�a_w�op QofPOVVPet$(GherceftherllT';or�telac1'anther -:f{r lIiienble. t_ _ _ _ _ " �' a ^7 r , "f _ _ U.'-, A. IZi3ew System IliRePlacement System ❑Other Modification to Existing System (explain) Additional Pretreatment Unit (explain) EIndividual ❑Holding Tank ❑In -Ground ❑At -Grade ❑yP Site Design lain) Other Type (explain) PMound (conventional) C. ❑ Renewal Before ❑Revision Change of Plumber ❑Transfer to New Owner ist Previous Permit Number and Date Issued Expiration IVDts ";ersa.eatm nt far aand?aak'oma�"o;E.--_ Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 150 .6 250 432 100.55 Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units 0 v 2 y `off New Tanks Existing Tanks c U v� En t13 iw C7 R. Septic or Holding Tank X 840 1 Wieser Concrete LU Dosing Chamber x 500 " L..J [� 0 O .- +.:.-.��. .. -. - ..-. .. ..-µ .... ._.. V Resposib'il' x.S>fient�+;I'uadeisigae ... ..... ..-:. - .._�:.L. .ti YY: 't y;� Z:.F-'yl: t. ``..�. �.•..J.-«. f�r":: .. :.f:a�'.a.:.'... ;seagerespoia b ty�iIlatigm ai't��he Oahaia�ontxieYatts`cl�ed; �'::�:.. :'.�':.—.-'.:.:;'.::. _ .- "= _' __ ^_ — 3 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 Couty�Depa_ se 0 —.7s.... r ii...t 14 n. �..�. Al.—_.w�1.�.�_�........... — .....w..w»aW . Approved ❑ Disapproved Permit Fee Date Issued L. Iss 'ng Age Sign �3 ❑ Owner Given Reason for Denial-- Cjp Conditions of Approval/Reasons for Disapproval aZtct&&eLl/McL Attach to complete plans for the system and submit to the County only on paper not less man a irz x ii mcnes 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: 1 Limiting Factor(s): 15 Inches Maintenance Required: Effluent Filter Phone: 608-266-2112 Web: http://dsps.wi.gov Email: dsps(a�wisconsin.Rov Tony Evers, Governor 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 252026 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. R 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, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 10 1.12(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, Heidi Eide Division of Industry Services Phone: Email: Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 RECEIVED FEB 252026 Bayfield Co. Planning aid Zoning Agency RECEIVED '•`' 1 3 f Wisconsin Department of Safetyand Professional Services 4 Division of Industry Services Page of S R o o 37 6 JAN 0 2 2026 (ENTERED SSOIL EVALUATION REPORT__ TEST # accordance In with SPS 385. Wis. tt0y Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, ayfleld - but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel 1.D. scale or dimensions, north arrow, and location and distance to nearest road. 17058 _ Please print all Information. R" w Date � I /93,7/3 Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04(1)(m)). . Property Owner Property Location❑ Sawgrass Development LLC Govt. Lot NE Y. NE '451 T 45 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 O City ❑ Village © Town Nearest Road Ashland WI 54806 ) Grandview Bibon © New Construction Use: @] Residential/ Numberof bedrooms 1 Code derived designflow rate 150 GPD ❑Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material Sandy-Outwash General comments and recommendations: Holding Tank or Mound on 98.8' contour With .6 loading Boring # ❑Boring 99.5 1 0 98.2 Pit Ground surface elev. ft. Depth to limiting factor : rn. / elev. ft. Soil Anetication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 *Eff#2 1 0-3 2.5yr 3/1 - SI 2lnabk ml . 9w 3co .6 1.0 2 3-15 2.5yr 4/2 - sl lfabk ml gw 2m .4 .7 3 15-31 2.5yr 5/3 c2d 2.5yr 6/8 s 0 ml .cw - .7 1.6 4 31-40 2.5yr 4/4 - se 0 ml cw - 0.0 0.0 5 40-60 2.5yr4/4 - C 0 mvfi e - 0.0 0.0 2 Boring # []Boring 97.9 1 6 . 96.57 amPit Ground surface elev. ft. Depth to limiting factor 1 m.1 elev. ft. Soil Anniication Rate 01 Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Ronts GPD/Ft2 •Eff#1 'Eff#2 1 .0-10 2.5yr 4/2 - sI 2mabk ml cw 3f .6 1.00 2 10-16 2.5yr 6/3 SI 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) S:pa re - CST Number Edward B. Redinger 221939 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/L and TSS > 30 5151) mg/L ' Effluent #2= SOD, 5 30 nmg/L and TSS 5 sO mg/L SBD-8330 (R04121) DB«no sf mpe L Or3 87.5 Ground Know .98.8 Depth to rarer hi. rsw,►.,_ti Halton 2 Depth n. 0-10 10-15 Doialnrtnt Color Ma»esi 25yr 412 2.5 5F3 Radar Dailan 0u. AL Cant. Color c2d 2,5y 0 - 1 15-20 2.5yr 513 4 3045 2.5 5I4 SoPAo*dlon R&e oxlu Stwduto or. 8t.9h. Conslelenco Boundary Roots GPD1Ft 'EKiH 'ERr1 2mebk ml cw 300 .6 1.0 I lfabk ml gw 2m .7 3.0 a 0 ml cw 0 .7 1.6 0 ml _ - 0.0 0.0 LI8o ng le 0 Ground suo elv. —..._n Depth to anwetadoe___. ! el+►._ti SA Appftd n Rate ttarz+on Depth I Don*iant Color Redax Descdption Texture Stiucturn Consiatenc Boundary Roots GPDIFI hi. I Munsel Qu. AL Cont. Color Gs. SL Sb. Etf5'1 £1712 • p Porl:ag Boixig El Pit Gnoirrd se>laoeetsv..,._1t. Depth to Cbuit�ig factor -hi. felev.st soy Anion Rate Hadron Depth Danrant Colas Red ox Destx ion Texture Sbut cure Consistence Boundary Roots I 0P01F12 lR made QU.AL Car. Color Gt. Sr. Sb. r•a tltrerd tl BOD > 30 220 rriglL arrd TSS 30 950 mg1L ' Etlutd82 =BOD. 3Q mg{}L afrd TSS 30mgn. FEB 252026 Sayfiald Co. Planning a,c Z'_rn:�ig Agency 4 SUPERIOR flow - MaCKWOOu (715)278-3456 fib/ _ CST* ?21019 S ak 1. - M PIN 1?0" 5 NI NE 51 T45N R6W Town of Grand Veew SayfW4d Co 4- 1 4Y 07 Customer Name: SIYYAt#s Qm%tQmnent & I Adt"s 414 3rd Ave, E N Ashland.WU4YQ6 SIZE; no addtt3l_Qlbotl Rd,Qtlnd View Phone N: mu&- b3Sr Email i rls byi di!!MQQPIv.cotn No SITE ADDRESS YET NO WELL ON SITE YET Shams driveway with 24395 Bibon Ad. 4. 3•a EI-�cC tVECc FEB 252026 Bayrield Co. Planning and Zcninn At_n. PAGE 1OF6 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 FEB25 5 2026 Pg 3 of 6 Mound Cross -Section & Plan View Pg 4 of 6 Distribution Network Specificati a r o. gfl , 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! Description I Bedroom mound with .6 loading owner Name(s): Sawgrass Development LLC Phone: 715 _209 _0646 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 E ❑ or WE] Township: Grandview County: Bayfield Project Parcel ID #: 17058 Designer Information Designer Name: • Edward B. Redinger Phone: 715 _292 _6670 Designer Address: 1015 11th Ave. E. Ashland, WI Zip: 54806 E-mail: ed a©superiorpmw.com .,� License Number: 221939 Remarks: Signature: Date: 1115126 Original signature required one submitted copy. 'A SUPERIOR r"pAWre - (715) 278-3456 CST. 221939 Scale: 1• - 6a' PIN: I?0SA S Acres NE NE Si T4SN R6W Town of Grand View Aayfw4d Co. n s/x3,i00e!.Y.GIr 44 Q4� Customer Narne9YvAIE7` "^ 190, mSflt L4 Adresa: r' N A>rhiand�ltY!�'�l sits: tta adds;_�bQp� Gra ew Phone P: 71 209-0646 RECEIVED Emal) iIPcarlsonbuildingcuy.tom FEB 252026 6ayfieid Co. NO SITE ADDRESS YET NO WELL ON SITE YET Planning aud Zoning Agency Shares driveway with 24395 Albon Rd. 3.8 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) L �M a r •< ASTM C-33 SAND FILL min. T 0.5ft Plowed Surface SINGLE -CELL MOUND DISPERSAL AREA MIN. 6.0" OF TOPSOIL COVER min. 1.0 ft I 1.••-'--" A •5 ft -1 D= 1.75 ft E= 1.8 System Elevation = 100.55 ft Lateral Invert Elevation = 101.05 ft CROSS SECTION VIEW • (No Scale) Surface Contour 1 % Slope ...ww.,,.w Elevation = 98.8 ft RECEIVED (Show force main, manifold, and flush valve locations on plan view.) FEB 25 2026 PLAN VIEW (No Scale) Bayfield Co. 1-1/4 " � Schdl 40 � = 8 7� ft ft PVC Lateral (typical) 3 (h►Pica1) --------------- - - o Observation L_.._w......-----_w__w..----__w...w.....-w_—.w»-....-..ww...........--..---...w......._.._w..—_-.--•..----------J W= 23.2 - -- ft r e 30 ft K= 10.5 ft (typical) Send as necessary to follow contour DOWNSLOPE TOE I -. L= 51b2 ft Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. I Reset Panel m W O TI C) DISTRIBUTION NETWORK SPECIFICATIONS RECEIVED (No Scale) FLUSH VALVE DETAIL 252026 (No Scale) Bayfield Co. Orifice in Planning and Zoning Agency Lateral Spacing -- ~ �. Valve Box Center of Threaded Cap (insulation optional) S = 2=-- it for Head Testing (optional) Shield orifices for gravelless applications Ball Valve / (tya• (optional) / Lateral Length (P) = 14.2 .. Orifices equally spaced: '•'"`"~ ` (check a) OR b) below] �- a) along bottom of lateral Orifices equally spaced Flush Valve along bottom of lateral b) along top of lateral Assembly with every th hole (typical - see detail) ' facing down LATERAL INVERT ELEVATION - 101.05 ft (typical) Last Orifice Orifice Spacing (X) = — in (typical) (typical) OBSERVATION PIPE DETAIL (No Scale) Screw -Type orSlip Cap (loose) ,� � :.r" ` Finished Grade (mulched & seeded) 4.O PVC Pipe ' Topsoil Cover Top of pipe to terminate '' • ' ( foot) at or above finished grade (4)1/4"-1I? X 6Slots apart .• : . Anchoring Device • t � '' ; • ' • Infiltration Surface Orifice Diameter = 311 in (riser pipes optional) 1.1 4 "0 Schdl 40 PVC Manifold 1.5 •o Schd140 PVC Force Main (slope to pump tank ,— for drain -back) First Orifice (typical) ACLaterals to be level Schdl 40 PVC Lateral 0 = I in (typical) Number of Orifices per Lateral = 7_„ Orifice Discharge Rate = 65 gpm Number of Laterals = _., 4,_,_ Lateral Discharge Rate = 4.59_ gpm TOTAL DISCHARGE RATE = 14.35 GPM (typical) First Orifice (typical) , END MANIFOLD (typical) j CONNECTION Check applicable box. Manifold (riser pipe optional) A First Orifice (typical) IO �----- X---.�--X/2 ----X ---i .p (typical) (typical) X/2 --- Manifold CENTER MANIFOLD 0 "h (riser pipe optional) CONNECTION C) PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) FEB 2 5 2026 4*0 Venl Pipe 10 ft from Building Electdcal must comply with Bayfieid Co. 12• k4n. or 2.0 it above SPS 316 and NEC 300 a„d ZonIng Agency Established Flood Elevation weatherproof Extend manhole riser as ? ." (typical)Junction Sou Approved Locking Manhole IMPORTANT:/__ v`e`t Cap with Warning Label Attached (typical) Anchor tank(s) as necessary Conduit 4 Min. or 2.0 ft above pursuant to SPS 383.43(8)(g) Eslablished Flood Elevation . T /r (typical) Finished Grade CAPACITIES @ 11.82 gal/In Depth (in) Volume (gal) A 26.6 315 B 2.0 23.64 [C] 1.7 20 D 12 142 A * Pump Tank Liquid Level = 46 in } 1 1�2 D Force Main Diameter = in I 3" Approved Bedding Material Beneath Tank Force Main Length = 90 ft Force Main Vold Volume = 8.3 gal [C] Total Dose Volume (TDV) = 20 gal/dose L (5X total lateral void volume ≤ TDV <_ 0.2X design flow) +. (force main drainbadc 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 attached pump curve.) Controls/Alarm Manufacturer: Si Electro Controls/Alarm Model: PS Patrol Float switches containing merry are prohibited. Pump ,—Akdght SealN( Quick Disconnect 18" Min. • (typical) Weep \_ Approved Joints with Hole Approved Pipe 3 ft onto Solid Ground i (typical) _Alarm ,: b On __off PUMP -OFF f. ELEVATION = 93 ft 1 INSIDE BOTTOM ELEVATION = 92 ft Vertical Head = 8 ft + Min. Supply Head = 3.5 ft + FM Friction Loss = 2.8 ft + Fitting Loss* = 1 ft *(intirt. supply head x 0.3) = TOTAL DYNAMIC HEAD = 1 5.3 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 Operating Limits: Design Flow 150 gpd; BOD3 S 220 mgL'; TSS 5150 mgL4; FOG 5 30 mgL'' RECEIVED Inspection Checklist INSPECT EVERY 3 YEARS otype of use FEB 252026 o age of system o nuisance factors (i.e. odors, user complaints, etc.) Bayfieid Co. o mechanical malfunction (i.e., pumps, valves, Switches, floats, etc.) planning aid 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 (Le., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (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: 715-292-6670 Local government unit: Bayfleld 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, 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. Cont;in_9ency 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 Patro10 system features all the same functions you have come to expect, plus so much more over other traditional pedestal -style alarms. The PS Patrols 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 standards • Innovative design allows alarm to accept a 5" 5qJjjC i EVE D plastic post or 4pipe/conduit for mounting€B 2 5 2026 • Automatic alarm reset and green power on indica o Flush mount horn silence/alarm test switch lgencg • 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 .# DESCRI 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 PSP2120V, Wisconsin, assembly kit (2.0 Inch) 1018434 PSP2 120V, TAAB indoor alarm, with post 1011551 Assembly Kit (riser extension coupling and washers) 4 SJE RHOMBUS U.S Patent No. 9472,932 and 0780,703 W emovable Cover oming Alarm Power Incoming Pump Power Pump Plug Pump Float Plug PSP Cord Receptacle optional Assembly Kt Wastewater METERS FEET 10 9 30 8- 25 O 4 w 2 6 20 4 Z O 15... J 4 4 I- 0 I- ,. 10 2- S 0- 0 MODEL INFORMATION Order Minimum Float �� Discharge Mnbnum Minimum Minimum Basin Maximum Solids Shipping %wlght Wutttbr HP Voles Amps. Circuit Phase Switch Length Connection On Level OB Level Diameter Size Ibs.kg Beaker Style EP0411 115 12 20 Plug! No Switch 10, Manual Manual 20/9.1 EP0471A Piggyback/ Wide -Angle 70' 12' 6' 21/9.5 E?0411F 4 1 No Switch 20' 1W Manual Manual 15 -i.' 2019.1 'Nde-Anglo 12' 6' 2119.5 q4112APiggyback20. 230 6 10 No Switch 10 Manual Manual 20/9.1 Plug 1 No Switch 20 Manual Manual 2019.1 EPo511 F Plug 1 20' Manual Manual 22/ 10 115 13 20 No Switch EPoSlIAC .5 piggyback / Wide -Angle 20' 12 6' 23170.4 EPD512F 230 6.5 10 Plug 1 No Switch 20' Manual Manual 22 1 70 1'p zo 40 50 GPM 2 4 8 10 12 dtt/h CAPACITY FEB 257026 BayIeld Co. Planning e:;id Zoning Auency PAGE 3 9.-5j„ 4" CAST -A -SEAL 4" CAST -A -SEAL II "t a„ FILTER OR BAFFLE TOP VIEW FEB 252026 8ayrield Co. Planning al.d Z•yning Agency 0 a CY 4" VENT Lu INLET t - 1 fl OUTLET vl I a s 1 n .n ti U < { d I a I v a SIDE VIEW PUMP PAD TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 W840/500 -MR TANK SPECIFICATIONS DIMENSIONS: WALL: 2 9/16" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 59 1/2" LENGTH: 9'-5 3/4" WIDTH: 7-9' BELOW INLET: 48" LIQUID LEVEL: 43" WEIGHT: BOTTOM 7,360 LBS. COVER 3,790 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN. SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC) 11.82 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE (REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: LI 0 C U, W"' m Ca U Q 00 Ca w I D a N � M o I H=co W_ CD /J OF Ss - ao-7oq Private Sewage System Maintenance Agreement I ,Owner(s) Name � L Cnv✓ Cass leVe-fc1,teiv Owner(s) Mailing Address /r'4 3rd r f4'I/4FLL �.-L s 6 Site Address Tax1D# f7. ' 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. t fA 99i! 4iw d'J 1r 1/4 of 1/4 Section C) I. Township '-!'-N. Range )4'w. Additional Legal Description: Doc. £90 a.O-iz — %O °(12 `7/ Town of 6 fc A- V/ a (Acreage) , . Uhl Gov't Lot Lot Block Subdivision Lot CSM # Vol. Page CSM Doc # DOCUMENT NUMBER 2026R-61 1 182 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED 02/25/2026 AT 10:59 AM RECORDING FEE: $30.00 PAGES: 2 Recording Area Return To: Planning and Zoning D%9en)���TER D FEB 26 2026 Ri r1 nd Zoiuna A4enC} ❑ 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 (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewater or 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 Bayfreld County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) ame(s)—P ease,Print %%0111""rrrrr,,,ll Subscribed and sworn to before me on this date: Owr(s) n e(s) i -UI t Nola Public yariz � t mis ion Aires: 'WCommis Drafted by: '3b\ j 1 C C, Dafk"'.. t "'- f` r #� IAI If11f Proofed by: u/formsisanitary/sepdcmaintenceagreement Revised July 2020 1- •- r 885 W. Broadway Avenue Title Real Estate Closings Medford, WI 54451 GOWEY Title Insurance www.goweytitle.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 75° 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 tVED FEB 26 2026 Bayfleid Co• Planning and Zoning Agency Bayfield County Register of Deeds Document #2025R-609824 Page 2 of 2 BAYFIELD COUNTY SANITARY PERMIT (#04}26-15S STATE SANITARY PERMIT OWNER: SAWGRASS DEVELOPMENT LLC GOVT LOT: LOT: BLK NE1/4 NE1/4 SEC:1,T45N,R6W TOWNSHIP: Grand View SOIL TEST: 1-26 NEW SYSTEM SYSTEM TYPE: Mound >24 in. of suitable soil PLUMBER: EDWARD REDINGER TRACY POOLER DATE: 3L612026 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 thetime 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, ortransfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: LICENSE: # 221939 Condition: THIS PERMIT EXPIRES POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION