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HomeMy WebLinkAbout25-34S/'I/ Request for Sanitary Inspection (24 in Fax or email this form to Zoning Dept (24 Hrs.) prior to when you want an inspection Fax (715) 373-0114 or Email Note Time Change Discrepancy Other Plumber: [fcru\/ov\~p \uwv^\^<\ -J Phone Number H^^Y-OL^ Fax Number Homeowner:Sc^cAz.-<L Email Address Sanitary Permit #:c) - ^.. ^."' '—•^ '. '^.J Immediate Phone Number So Zoning Dept can call you right back (if needed) Plumber's Choice Date:\0\3C\ Zoning Dept No (9:30 am -12:15 pm) (Tracy) Time: Plumber's Choice ft\M\\'.o^" Zoning Dept Township:E\ U.^.n Address #& Road Name: or Directions To Site: 9S^<<C) Tn^-^A \Zc1. /•:. t M *^q I "I J Comments: TO^_ v -E'U^^-I CV\ **Ay fax or Notes from Zoning Dept: July 2025 Request for Sanitary Inspection (Fax this form to Zoning Dept when you want an inspection - 373-0114) Note: From Zoning Dept Time Change || Discrepancy |] Other. Plumber; FL3Ttoi^/\ P\^^V=>\ ^vc^J Phone Number ^l^o4«-N Fax Number Home Owner;>clAO\-Z.C Sanitary Permit #:•-^-3-/S Date: Plumber's Choice 10 No inspection during these times 9:30 am-12:30 pm Tues. (Tracy) 9:30 am-12:30 pm Thurs. (Tracy) Time:Plumber's Choice Dept 45 ^f^A Immediate Phone Number so Zoning Dept can call you right back (if needed) Township:^\\^ejr\ Address # & Road Name: or Directions To Site; y=n^(o ^cwz.^ ^c( ^£_ con"nents: Vlo^oiW, ^ RSESinder: You must confirm any change(s) that have been made prior to this fnsjjectfon will not be scheduled and a memo will be sent voiding the inspection, or Thank You! ** Plumber must verify any change(s) by fax ST, no inspection will be scheduled u/forms/ssnltaiy/requestforinspedlon Zoning Dept (©4/12/04)® June 2018 BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715)373-0114 e-mail: zonjng@bayfjeidcounty.ora Web Site: www.bavfieldcountv.ora/147 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn,WI 54891 Property Owner Information As you know KEVIN SCHOLZE 1353VANBURENST BLACK RIVER FALLS WI 54615 /was contracted by you to install a private onsite wastewater treatment system on yourj>ft)perty (Tax IDS above). To know when your system will be due for servicing please go to www.septicsearch.com Abandonment of Old System to meet all applicable code requirements: *:* Tank was pumped by: _ on at AM / PM Tank was crushed / removed and pipes disconnected by: On /y/^<at PWI) the above-mentioned plumber contacted our office to conduct a pre-cover inspection as required under DSPS 383. One of the following applies: System was inspected and appears to meet all applicable code requirements. System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. System could not be inspected because plumber covered prior to scheduled time of inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. A re-inspection and $50 fee are required. System could not be inspected because County could not respond to plumber's time constraints. s / Comments: U/forms/sanilaiypropertyowner-lnput April 2019 Private Onslte Wastewater Treatment Systems ( POWTS) Inspection Report (Attach to Permit) Industry Services Division General Information Pen ' —'-'-"'"-• h»"<'R'1'fnr secondary puqioses [Privacy Law, s. 15.04(l)(m)] Per KEVIN SCHOLZE 1353VANBURENST ~CS BLACK RIVER FALLS WI 54615 D City [_] Village Q Town of; BM Description: State Plan-Transaction ID#: Parcel Tax No: f/A Tank Information "TYPE" Sepfic Dosing Aeration Holding MANUFACTUBER-^: /\JfMi^/--i\^^-(r-^_ i CAPACITY ~w^iH^T setback to: Prop. Line ~^_ eM- "WeT ~WL Building~w Air Intake Road N/A N/A N/A Pump / Siphon Information Elevation Data Pump Manufacturer Filter Manufacturer TDH [.Lift Forcemain 3ump Model :ilter Model Friction Loss Length | Dia Head Demand GPM Total Dist. To Well SfhDispersal Cell Information JS / S /^ t/~ DIMENSIONS SETBACK FROM Width ). Line7^"! Type of Cell^ Len; Buiyingw # of Cells / Wi OHWM Manufacturer: Model Number; Pretreatmenf Unit Manufacturer; Model Number: STATION Benchmark Bldg, Sewer Tank Inlet Tank Outlet Dose Tank Inlet Dose Tank Bottor Insf. Contour Header/Manifold Distribution Pipe Infiltrative Surface Final Grade ~BS- 77^ AlSzj ^-a 9^ -t-m ~RT ~Wi ^mJM IMl (9,77 ,777 FS M^ 1=LEV . %J^ istribufion System Header/Mapifold Length <Si Dia ^ Distribution Plpe(s) ^ ^ Length^L_ Dia f/t- Spac. X Pressure Systems Only X Hole Size^~iL X Hole ^ /.^ Spacing ^ Observation Pipes D Yes D No Soil Cover / Depth Over Cell Center Depth Over Cell Edges Depth of Topsoil Seeded / Sodded D Yes D No Mulched a Yes D No COMMENTS: (Include code discrepancies, arsons present, etc.) _^/^ ^4t ^^C^^WSS^^ ^r^,^^ '^/f^ /'- />^-^"» ^ ^^'^ftf/K ^T^l^ '/ ,t /^ ^ ^ ^ 3'isionreq^edycf^^N^ j I/)\^Q \ 1^ f I 1^r side for additional information, | ft/ | ff y 'lan revision required? Jse other side for additional information, RRn-R7'in /R nwi\ /w/? Date POWTS Inspector's Signature License Number S$~oo^/ ^S"i"^:^ '^ n,B», /1<^/ ji;''-'./^^^'''::S^~Sw9J' Industry Services Division 4822 Madison Yards Way Madison, WI 53705 P.O. Box 7302 Madison, WI 5302 Sanitary Permit Application ID accordance with SPS 383.21(2), Wis. Adm. Code, submission of (his form to the appropriate govemmarial unit is required prior to oblaining a sanitiuy pemiit. Note; Application foims for state-owned FOWTS are submitted to (be Department of Safely and Professional Services, Personal infoimation you provide may be used for secondaiy purposes in acconiance wift the Privacy Law, s. 15.04(1 )(m), Stats, L AppUcatiop Information - Please Print All Informadm^ County 7^/liV lenny/N;upibCT (to be filled in by Co.)rv'mjj SSB^w°w^5~74r ^ PAyi parcel # --^^ W-0^-,3"' ^t%' '^}"if/)/-M^l^Ot Property Owner's Name ^W.fA :::)t.h.)l'f, Property Owner's Mailing Address A5^ 'Vw.tf? Property Location Govt.Lot. City, State _^ Zip Code in, Type of Building (check all that apply) Q\ or 2 Family Dwelling - Number ofBedrooms D Public/Commeroial - Describe Use D State Owned - Describe Use Phone Number Lot H ^ 'A. .5^ 'A. Section '5ff Jior®)T:_¥f N _^__S Subdivision Name BIock# CSM Number D City of._. a Village of VTovm ot_ HI. Type of POWTS Permit; (Check either "New" or "Replacemenf and other applicable on Mnc A. Check one box on line B. Complete line C it\ applicable.) A.New System a Replacement System D Otfaer Modification to Existing System (explain)a Additional Pretreatment Unit (explain) B.D Holding Tank D In-Ground (CDHVBDtiODfll) D At-Grade D Individual Site Design D Other Type (explain) c.D Renewal Before Expiration D Revuion a Change of Plumber D Transfer to New Owner],ist Previous Pemiit Number and Date Issued IV. DispersaVTreatment Area and Tank Information: Design Row (gpd) Off 00 Tank laformation Design SoU Application Rate(gpd/8f) | Disperaal Area Requu-ed (sf) Capacity in Gallons New Tanks Existing Tanks ^9 Total Gallons €/#of Units Dispersal Area Proposed (sf) Bicturw fManuficturw f System Elevation ^^?4 ^/._W6 I@5 Septfc or Holding Tank M fo/'^^V,aooo-f^L^^^ii'-l AL Dosing Chamber Plumber's Name (Print) ''; 4>Ui V-'L£>?:v-^ V. Responsibility Statement- I, the undersigned, assume respondfcilin for uisiaUntlon of the FOWTS thDwn on the attached plans. PluiiAcr's-iiJgniinire" ].^'":^^-'"'^'^^y^---j __ ^- TTumber's AddH><s (SiTeef, City, State, Zip Code) ,3'/€ S^^VY-t ffl/ASI, /^^iM^/- MP/MPRS Number U'^ '5 o3 Business Phone Number T^'ffW-^^ AT Syf^i VLCounty/Department Use Only Approved D Disapproved D Owner Given ReasoB for Denial PemutPee s^00 I Datelssued^m- [5/30/zs / Conditions ofApproval/Reasons for Disapproval s^- a^a^^ a^rcj. Attach to complete plans for the system and aubmif to the County only on paper not lesa than 81/2 x 11 inches in size SBD-6398 (R 02/22) •Wiscorisin Department of Safety and Professional Services 'Divisioh of Industry Services 4822 Madison Yards Way Madison, WI 53705 Phone:608-266-2112 Web: linp://dsps.wi.eov Email: dspsC'tiwisconsin.eov MAY 2 1 20% "'iyirculCu.A.ittJitc} \)','.\)\ Identification Numbers Plan Review No.; PWTS-052500934-C Application No.: DIS-052519531 SiteroNo.:SIT-145008 Please refer to all identification numbers in each correspondence with the Department. ConclitionaHy APPROVED DEPT. OF SAFEFl' AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES ..^-' 'ony Evers, Governor Dan Hereth, Secretary May 21,2025 CUSTTO NO.: 664303 ANTHONY PATRICK BROWN 315SANBORNAVE ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/21/2027 MUNICIPALITY: TOWN OF EILEEN BAYFIELD COUNTY SITE: SCHOLZE MOUND 25780 FRANZEL ROAD ASHLAND, WI 54806 NE 1/4 SE 1/4 SEC.30 TOWN 47N RANGE 05W FOR: Design Wastewater Flow Value: 600 Bedrooms: 4 Limiting Factor(s): 13 inches Maintenance Required: Effluent Filter SEE CORRESPONDENCE EZflow Mound Component Manual - (9/7/23) 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: • The pressure network is to be constmcted in accordance with publications "Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027)". • This system is to be constructed and located in accordance with the approved plans and with the EZflow Mound Component Manual, (9/7/23) • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a !4-inch wire, the site is too wet to prepare. If it cmmbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. » A stale-approved effluenl filter is required. Maintenance intonnalion mus! be given lo the owner pFtlie lank explaining llial 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 (1l)(c) • Well setbacks to meet chs. NR 811 & 812 » Tank Installation to follow all manufacturer's requirements. ^ Hi Verify property line(s) prior to installation. || || m\\/ 9 j '/\}'/t-\ ® Pump Floats to be set and verified per the approved plan. a Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount M§Mli^ailabl8]fOppf6^er 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. » The proposed system area shall be fenced off or protected from construction activity on the site. a Provide surface water diversion around the treatment tanks and mound dispersal component. a All SPS Table 383,43-1 and WDNR setbacks must be maintained. OWNER RESPONSIBILITIES a 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). s 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 confomiance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothmg 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, •f A / '^-t^-t'v-^-^ Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 /-.- ^ Timothy Zoromski Division of Industry Services Phone; Email: timothy.zoromski@wisconsin.gov : 7SZSSSSSXS3S.1^44-y^^Ay; . .,->.*. ^^^^^^^^-t»«^-*,.^^.^^^^ :^;i^*';^^,t^. i; .'OLJ;:, 1. ..:!•..., l:.,.l...i.....Jj..:.L .i::.T:.. :1... J.. ;l.\'I' ,A^,'.'i,-^ •i!t-*;,—'»tf>r/'^?,d:-^-^N*T;^rW'."^-;-t'^rj'^- ^^F-;'" ^^;^!-t--i!-t(—"+ri'fi~'f[;",»- >,»*...<;•»): i; ;. :[:• ^. |^ ^ .i-:in:irr/p» »,?<L».^;".-*LE? J -:?;[XQl:TW'!<"W<;-l'W.t<;":!i1 ...;[.^iJ.^:^^gl&^XI,,,,llJ^Li;J£.l^ 1.. L...1.~M+T"S^^^lffS;f';f';t!$'t"f'"frt:fe ':'^-t^N^SyNC?Nt;:iI^>t''fr:t^f^^ 1.. ^^...,?:.. A<^C/:::;. JL..J.,..IJ;y.-.IF.. :M:.....:^'. :f. .•/1\. J:! "'•.,.?. ^i:. .:i;:... i| .'IF!; ...^r^. "^^V'. :i7 •;:'..'. •, fi'-'-^'-"^-%p<^:^^jy-'^^^-|^:^""^^ ^•]- •• ;^-:|^?~:trf;Tt^'^ ^;:\ ,' :'•!• •'}.'• ;;if" '! ^ l'-:.'!'' 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"^ .?• .'I':. •1 •:-': • ::..":•• .^. ;' /! ?iTwri^y;7h^-^*f7r^lr''"tf^4l'41y-T^ ^^^TT^ f- ^ ^ ^~r"" 't;-;--'-!''.^.'"^"'-'T •,-•"[••• •••3: •:'. •>; y •;^; '..••?• ;i;' —•r.'" •i- ••;.;•• j.' .•• ;••!.•; (J:;...;i',...il.,".,,^.J;|: .. ;|.:..,.{.. ...;;J' ;:,:;:;:;:: :l, ::}.L.:;:- ,..?' :H .] .;:.. '.-. ^ . -f..,. •.1. ,1 £IZ^jL£JI£ZjL^^ ^..y.'..£..J:...^. ';i ^•-:t.-<'-y"»;^»^j.~">^ "^t. ...'^ ....^'.''. .,:?:••. .:!^j^^^^^^^j^^^.^^^^^^^^^^^^^^^ ^;^^"^?^^y^^^,^. II ^T? ft" MAY ') 1 9iW<2 1 '? tinyin;M(.;o. /•oi'iiinj lj!;pi. EZfloww> MOUND AND DISTRIBUTION COMPONENT Residenfial Application INDEX AND TFTLE PAGE Project Name: Owner's Name: Owner's Address; ScJw/:^t_J)t5iA4^ Michael Bailen/Kevin Scholze 1353 Van Buren Black River Falls, Wl Legal Description: Township: County:. Subdivision Name: Lot Number: Parcel I.D. Number; Plan Transaction No.; NE1/4 SE S30 T47N R5W Elleen Bayfietd Block Number; 16011 " ' l^tJii^ /^AtA/A i7f...v /b Condltlonally DEPT. OF- SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES i'r^. • ni^ ,w-ffa^~^-^y~ffs -so- '•/ o/ ...AX» - /^ta-o Page 1 Index and title Page 2 Data entry Page 3 EZflow mound drawings Page 4 Lateral and dose tank Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency plan Page 8 Pump curve and specifications SEE CORRESPONDENCE Designer; Anthony Brown _,-, Date: 65/05ff6-.^-=p^7~-,-^-c—^-^^ y /' tf-'^^" ,-^sf ~--^...—£-£'r ji---— -. License Number: Phone Number: .'ff.Ml.^.i 70':-^^LH^±- Signature: Designed Pursuant to the EZflow Mound Component Manual Ver. Augyet-2©T2e07, smzozs SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver, feQ SBD-10706-P (N. 01/01, R. 10/12) 2,1 May 2022-27 EZfJow Mound Version 3.0 (R. 3/1/12)Page 1 of 8 Mound and Pressure Distribution Component Des^n MAY 2 1 W^ ^iv?iv;l(l Co, Zonirnj I ^n Site Information (I 01 C) 400.00 1.50 600.00 ^.00 97.30 13:00 0.40 i Residential or Commercial Design Estimated Wastewater Flow (gpd) Peaking Factor (e.g, 1,5 = 150%) Design Flow (gpd) Site Slope (%) Installation Contour Line Elevation (ft) Depth to Limiting Factor (in) In.situ Soil Application Rate (gpd/ft^) 140.00 (Contour Length Available (ft) Distribution Cell Information 6.00 1.00 Cell Width (ft) 3,4.r3.6,7,8,9or100nlv [—jogoo| = Dispersal Cell Length (ft) Dispersal Cell Design Loading Rate (gpd/ff-) (nfluent Wastewater Quality (1 or 2) Pressure Dlsribution Information Center or End Manifold Lateral Spacing (ft) Number of Laterals Orifice Diameter (In) (e.g. 0.25) c or (?)( 4 0.156 3.50Zio 156.00 QO.M "OM 4.55 "872 ~2S4 16.201 Are the laterals the highest point in the distribution [_~~T network? Enter Y or N If N above, enter the elevation (ft) of the highest point, f Does the forcemain drain back? Estimated Orifice Spacing (ft) = [^Q.TTjfr'/oriflce Forcemaln Diameter (in) Forcemain Length (ft) Inside Pump Tank Elevation (ft) Foreemain Filter Loss (ft) System Head (ft) x 1.3 Vertical Lift (ft) Friction Loss (ft) Total Dynamic Head (ft) L. ..Y..Enter Y or N 24:47 90.42 114.89 30.16 Forcemain Drainback (gal) 5x Void Volume (gal) Minimum Dose Volume (gal) System Demand (gpm) Lateral h^Sa7 ~OJ5^ ^TBo T25~ "150' ~2SO~~ ~3W Mameter Selection options x x x x x choice x Manifold Diameter Selection mTdia." ~L25- T56' ~2W ~3W options x x choice x Treatment Tank Information J250.0^^eptic Tank Capacity (gal) jWeisei-Concrete | Manufacturer Dose Tank Information I 750.00) Dose Tank Capacity (gal) L.......3GA2\D016 Tart!< Volume (gal/in) j^glg^Qo^reie (Manufacfurer Gallons/lnch Calculator (optional) Total Tank Capacity (gal) Total Working Liquid Depth (in) gal/in (enter result in cell B49) Effluent Filter Information Polytok PL525 Filter Manufacturer Filter Model Number Project:Page 2 of 8 Mound Plan View ^, 2 1 ? ^yfcffiCo. ZoriiiK] l.tept w ^ 1/1 OB . Observation Pipe U;':':::';':';'|3| K.^'~7^^^SSS^^S^SM SSS&M^^SSSMSM&M 1%MI^^^^^5S?:?fr'S^P?;'8^^^^^mm ::::::::^:::l3|:::;:::: Mound Component Dimensions -4 ~» 6.00 100.00 -23:00 ft E ft F in G 27,32 12JOO, 0.50 600.00 6.00 I in 'in ft (ft2) Dispersal Cell Area (gpd/ft) Linear Loading Rate ft ft ft K L w ^12:29 124M '28.50] 1981.71 10.00 ft (ft2) Basal Area Available (ft) 1/10 B Obs. Pipe Placement Mound View EZflow Dispersal Area Finished Grade 101.22 (ft) 99.22 (ft) Dispersal Cell Elevation iysyfuMfwi^V/w/mK-S,^f!SStS^y:Vf^'fi^&\ ^^y:^':^ 6" !^ ^Y.ir//^r///^ff^f^^^^.^f/^\\f,f^ / ^•^y^l —UN Disuerssl Cell :Ii" IjjIJI l^;T,^.?.i,^;lifj:i^i^f;,'i;:^:;'-^;:, ; I1-'.:1'.-:'.1.1. ^' :>'^'1.''; .!•..'! :ii1 , 1 '. .:! • '.. : wswwiWivsMWWsK^..;;i^:^;j:;V:;!.!^^:J:'y;!^^':<-^^^^ 99.72 (ft) Lateral Invert Elevation i^^it!^<:ii I f*ii£. 6.0 % Site Slope 97.30 (ft) Contour Elevation Shading Key lygSH Topsoil Cap Subsoil Cap ASTM C33 Sand Tilted Layer |&t®i%!) EZflow Media P'5 &^> ® (X B. ¥ 'a. §•5 § £ mSjlj w u Typical Dispersal Cell See Page 5 2.0ft Approved Geotextlle Fabric Cover ^L 0,5ft-*— See details on page 4 for number, size, and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on page 5. Project:Page 3 of 8 Center Connection Lateral Layout Diagram il: 11'; lr, 11 ^ MAY 2 1 WV) Kiyilt;ki(;()./o(iitKjJ)Opi ("o?c<? main eoisnic.tion via tw w cross to mwilfohj *t «^ pokK.l*t«*)s*r»M?tto*» H-p •a Turn-up iirfballvlvow ale-anoutplug ^.x—^»">||L»'^|f -?F Orifices poM up, except every Sh one points down for drahage. S a-^- UMMitefc loioe m*ln trf PVC Stil 40 per SPSTebte 384.30.5 Number of Laterals Lateral Diameter Lateral Length (P) Lateral End (Z) Lateral Spacing (S) Lateral Flow Rate System Row Rate Tsc ~4Q.2i w -3.0C '7.54 30.16 in Ft ft I 3pm ?pm Oriflce Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Foreemain Velocity o.ise 3:65 14 10.71 3.001 T50 3JQ8 in ft f^/orifice ft in ft/sec Tank Information Electrical as per NEC 300 and SPS 318.300 WAC Tank component Is property vented jrz. Locking cover with warning label and lacking dsvic-e and sealed v/atertight Disconnect^?i Weiser Concrete Capacity Volume 750.00 "16^2 Manufacturer Gallons gal/inch Dimenslor ~A" ~B~ ~c^ ~D~ Total Inches ~25M ~2M 7.13 12.00 46.53 Gallons ~409M ^Z24 TJ4.89 "193A4 750.00 A 4- Dj£ B 51 £ ^ ^ Bedding And BackfliTAs Per Manufacturer '^t 4 in. min. Alternate outlet location Forcemaln diameter 2 in. Weep hole or anli- siphon device Pump off elevation (ft) 91.061 Dose tank elevation (ft) I90001 Alarm Manufacturer ISJE Rhombus Alarm Model Number I Pump Manufacturer Gould Pump Model Number |EP05 Pump Must Delh/er |30^6lgpm at |16.20]ft TDH Note: Switches containing mercury may not be used in this system, Project:Page 4 of 8 EZftow® Cell Layout MAY 2 •! ?m ;iyiirtl(i C;o. /uiiiin] Dojii. 6.00 ICell Width (ft)T50~1Sidew3ll to Lateral (ft) Distribution Cell Cross-seefion Arrangements 6 ft Wide Component Legend SR1-7A Bundle - 5 ft or 10 ft lengths SR1.12A or EZ 1201A in 5 ft or 10 ft lengths SR3-12H or EZ 1201P or ?§3S8^?^ SR3-12H In 5 ft or 10 ft lengths 4" Perforated Distribution Pipe With Pressure Lateral Inside Turnup Enclosure ----- Pressure Lateral Bundles are covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical I 6.00 | Cell Width - A (ft) [ lOO^OOjCell Length - B (ft) Center Connection Laferal Layout Diagram Project:Page 5 of 8 f, ^ \Y Z 1 /0/n) Mound System Majntenance and OBeration Soecjficatjons iiyfiesld Co. /oiiitii.l I ^ftpl Service Provider's Name POWTS Regulator's Name Design Flow - Pea Estimated Flow - Averag Septic Tank Capacil Soil Absorption Component Siz Type of Wastewate Septic and Pump Tanl Effluent Filte Pump and Controls Alarrr Pressure Systerr Mounc Othtil Mise! Bayfield County Planning and Zoning System Flow and Load Parameters -eoo^ ~4M T250 600 Domestic! Phon< Phone s gpd Maximum Influent Particle Size gpd Maximum BODS gal Maximum T8S f Maximum FOG Maximum Fecal Coliform 715-373-6138 w"220 ^50^ 30 ->10E4~ Service Frequency nspecf and/or service once every 3 years nspectand clean as necessary at least once every 3 years 'est once every 3 years Should test periodically ,aterats should be flushed and pressure tested every 3 years ispect for ponding andseepa^e once every 3 years neous Construction and Materials Standards n ng/L ng/L ng/L fu/100mL 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertfght cap and are secured in as shown in the EZfiow Mound Component Manual Ver. August 20, 2007. 2, Dispersal cell media conforms to EZflow products approved for use with the EZflow Mound Component Manual Ver. August 20,2007, Media is covered with an approved geotextile fabric, 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area Is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade 6-8" Diameter Lawn Sprinkler Valve Box Laterat Ends at Last Orifice Where Variable Length Cleanout Begins Threaded Cteanout Plug or Ball Vah/e ; EZflow Synthetic Media W5&<x»x^»^.a&>A'A>>%»,?A>>: Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project:Page 6 of 8 {?•1 WK Mound Plan PursuanStoSPS 383.54, Wis. Adm. Code ti;'!yij(';l(.l (;d, /''.t)]]']Ht'j Uy|)i, General This system shall be operated In accordance wilh SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [EZf/ow Mound Component Manual 8/20/07, Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N, 01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. Septic and pump tank abandonment shall be In accordance with SPS 383.33, W!s. Adm, Code when the tanks are no longer used as POWTS components. Septio or pump tank manhole risers, access risers and covers should be inspected for water lightness and soundness. Access openings used for service and assessment shall be sealed watertight upon fhe comptetfon of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component, SepJlcTank The septic tank shall be maintained by an individual certified to service septlc tanks under s, 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of (he septlc tank and outlet filter shall bs assessed at least once every 3 years by inspection, The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from Its enclosure, If the filter Is equipped with an alarm, ths filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may Indicate surge flows or an impending continuous alarm. The septlc tank shall have its contents removed when the volume of sludgs and scum in the tank exceeds 1/3 the liquid volume of the tank. If (he contents of the tank are not removad at the time of a triennial assessment, maintenance personnel shall advise the owner as [o when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, If such products are used they shall be approved for septfe tank use by the Wisconsin Department of Commerce. Pumo Tank The dosing (pump) (ank shall be Inspected at least once every 3 years, All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter !s installed within the tank it shall be inspected and serviced as necessary. If the force main has a weep hole, it should be noted If It is functional during pump operation, and If not, It should be cleaned. inwrw^g Q^Q should ever enter a septlc or dose tank since dangerous gases may tie present that could cause death. ''*** Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound Is not recommended since soil compacfion may hinder aeration of the inflltrailve surface within the mound and snow compacfion in the winter will promote frost penetration. Cold weather Installations (October-February) dictate (hat the mound be heavily mulched as protection from freezing. Influent quality Into the mound system may not exceed 220 mg/L BODg, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluentor 30 mg/L BODg, 30 mg/L TSS, 10 mg/L FOG, and 10" cfu/100 mL for highly treated effluent, Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it Is recommended that each lateral be Hushed of accumulated solids at least ones every 3 years. When a pressure test is performed It should be compared to the Initial test when the system was installed to determine if oriflce clogging has occurred and iforifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluenl ponding. Ponding levels shall be reported to the owner, and any levels above 4 Inches considered as an impending hydraulic failure requiring additional, more frequent monitoring, Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep Ihe system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective componentfs) shall be Immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by Increasing basal area if toe leakage occurs or by removing biologically clogged absoipflon and dispersal media, and related piping, and replacing said components as deemed necessaiy to bring the system into proper operating condition. See Page 6 of (his plan for (he name and telephone number of your local POWTS regulator and service provider. Project; Page 7 of 8 B3871 R1 D) K «; 1!; I I K MAY 2 120Z5 iwH(lil(-j On,/oninj'i H(ip1 EP04 & EP05 Series Model 3871 SUBMERSIBLE EFFLUENT PUMPS GOULDS \!:'i,!^".::l a brand ^4i^ I" %' Wastewater EP04 Impeller: Thermoplastic semi-open design with pump outvanes for mechanical seal protec- tion. EP05 Impeller; Thermoplastic enclosed design for improved performance. Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resis- tance. Motor Housing; Cast iron for efficient heat transfer, strength, and durability. Specifically designed for the following uses; o Effluent systems •» Homes * Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS • Solids handling capability: %" maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: 11/>" NPT. • Mechanical seal; carbon-rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104° F (40° C) continuous 140° F (60° C) intermittent. » Class B Insulation • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components, Motor Cover: Thermopfastic cover with integral handle and float switch attachment points. Power Cable; Severe duty rated oil and water resis- tant. Bearings: Upper and lower heavy duty ball bearing construction. to Ul. 778 and CSA 22.2108 Standanls By &nadian Standards Asaodation »us Rte itf t^ MAY Z'\'?I"/ n;'yiid(! i~',{\ /onincj l)i;pi. Motor; • EP04 Single phase: 0,4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. a EP05 Single phase: 0.5 HP, 115 V or 230V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: 10 foot standard length, 16/3 SJTW with three prong grounding plug. Optional 20 foot length, 16/3 SJTWwith three prong grounding plug (standard on EP05). • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer, for automatic and manual operation. Automatic indude Mechanical Float Switch at the factory. Total Head (ft. ®f water) 5 10 15 20 25 30 Gallons Par Minute EP04 53 46 36 21 0 EP05 62 55 46 33 11 PAGE 2 Waste water 1 FEET 10t u bI ^1— 0 N8^SiS&& MAY 2. 1 /'076 snyitej('|Oo,\/()pKjT)!'[}i. 50 GPM J. 6 CAPACITY 10 12 m3/h INFORMATION [ Order Ni EP0411 EP0411/ EP0411F |EP0411A( EP0412 EP0412F EP0511F IEPOSHAC EP0512F H i 5 w HE 30 15 30 to 12 6 13 i.5 Winimu Cfnuil Breaks 20 10 20 10 'hai 1 Float Swfti Style Plug/ No Switch Piggyback Mde-Angt PlugT No Switch 'iggyback Vide-Angli PlugT" No Switch Plug/ No Switch Tiug7~ No Switch 'iggyback / i/ide-Angle Plug/r Mo Switch Cwi Leng 10' 10' 20' 20- 10' 20' 20' 20' 20' Dtecharg :onnecsic \w w 1%" w w w v/i" w w Mnimt On Isuel Manus 12" Manua 12" Manuai Vlanual i/lanual 12" /lanual MinimuOff level Manua 6" Manual 6" Manual Manual Manual 6" Manual Minimu Basin Diamet< 15" 15" 15" 15" 15" 15" 15" 15" 15" Maximum I Solids Size Shippin Waigh' Ibs/kg 20/9.1 21/9.5 20/9.1 21/9.5 a/<" | 20/9.1 20/9.1 22/10 !3/10,4 22/10 PAGES (All dimensions are in inches. Do not use for construction purposes.) 7% ,.-'""/^>-"fc2%-.. "--..,/ /y 'w^:\ ""-I' (f Hi'"\S...A (^(-._.^y:l.-1^4-1WK"jxy \ vv...^ i ,.'// /•'I '•c:<y? \ y,': .--'' ^'^ --"'" '^ —. 4% 9% 10% MAX. ————^\ ^\ (I; f. 111 I'-; MAY Z'\ ?W^ l-i;iyife!(JCn. 7oniiKjOi;|)t, ,Aa;|33&3 .1__. ^_j_.__.., 'Thr--. _L-l- -1%NPT 3% Item No. 1 2 3 4 5 6 7 8 9 10 Dascription Impeller Base Pump casing Mechanical seal Ball bearings 0-rings Power cord 3ilfilled motor \/lotor housing/stator assennbly k/lotor cover Let's Solve Water Xytem, Inc. 2881 East Bayard Street Ext, Suite A Seneca Falls, NY 13148 Phone:(866)325-4210 Fax; (888) 322-5877 www.gouldswatertechnology.com Goulds is a registered trademark of Goulds Pumps, Inc. and is used under license ®2012Xylemlnc, B3871 R1 April 2013 ^|AY Z 1 /OZ!) i-^~~r~~'z.z-zdS^. UP 50" 4" CPLR' /f x S o mrs>QISsSsSS^;^o<a^^§;a|5°sa oro^!l'4-'S?rT'°L.' ,n N)^ en33 o73F1£ '£m rjs s 3 OHj\ 5 ^g -0 (/)^>c=0 00<2s3>H W1250-750-MR SEPT1C MANUAL DATE; 00/00/00 800-325-845 FILE: w1250-750-mr IUIJ MAY 2.'I '/i)'/1) B;;iyiJc;l(J Co, Zonincj DO|K InnayatlaM iti fieasl. Bnhifs ^WsstMttnFKifiitH Zatol" AOhfe'onofPolylDhlnc. 1/16" (10,000 GPD Alarm Switch (OpHonal) Accepts 1" PVC Extension Handle Rated for 10,000 GPD 525 Linear Ft. of 1/16" FUtratfon Slots Accepts 4" & 6" SCHD 40 pipe The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class.It has 525 Imear feet of 1/16" fllfa-ation slots. Like the Polylok PL-122/ the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank, Feahtjres: « Rated for 10,000 GPD (gallons per day). * 525 linear feet of 1/16" filtration, Accepts 4// and 6" SCHD 40 pipe, Built in gas deflector. Automatic shut-off baU when filter is removed. " Alarm accessibility. • Accepts PVC extension handle. PI.,-525 Installation: Ideal for residential and commercial waste flows up to 10/000 gallons per day (GPD), 1. Locate the oudet of the septic tank, 2. Remove the tank cover and pump tank if necessary. 3. Glue the filter housing to the 4" or 6" outlet pipe. If the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter, 4. Insert the PL-525 filter into its housing. 5. Replace and secure the septic tank cover. PL-525 Maintenance: The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped/ or at least every three [ years. If the installed filter contains an optional alarm/ j the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified [ septic tank pumper or installer, 1, Locate the outlet of the septic tank. ! 2, Remove tank cover and pump tank if necessary, i 3. Do not use plumbing when filter is removed, j 4. Pull PL-525 carbidge out of the housing, 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter carteidge back into the housing making Ouidonr SmartFjlte.t® AHarm Uxlcnd & Lok'IMsurethefflterisproperlyalignedandcompletelyinserted, j poryi'ok/Zbel'&'B^tfilters'ac'cept 'Zu^fastaUs' 7. Replace and Secure septic tank cover. ' the SmartPilter® switch and alarm, into existing tanks, to 48 i^3llNNfii Gas Deflector Automatic Shut-OffBall "X Polylokjnc. 3 Pairfield Blvd. WaUingford, CT 06492 Toll Free: 877,765,9565 Fax: 203.284.8514 www.polylok.com PRECASTCONCSETE LP1250/750 2-Compartment Tank PRECASTCaNCRETE Weiaht<uiius) Tank; 14.020 Lid; $,775 Totals' 23,7.9? Volume of C oncrete Total: 5,9 Y^ G-iUoas Per Incht ~V',50 TOP VIEW 184"2" 109"6T- —*| 96" 102" Condlllonally APPROVED DEPT. OF SAFETT AND PROFESSIONALSERVICES DIVISION OF INDUSTRY SERVICES /%ia<£y SEE CORRESPONDENCE Alanltofe Op.euing's 2-1.'2" Taper Polyethylfrne Baffle Mmdc Rope GasLef (Poured m Place) Produced by Superior Precast Concrete, LLC PO Box 1390 Haywa rd, Wl 54843 SUPERIOR PRECASTCONCRETE Design conforms to ASTM C1227, Specification for Precast Concrete Septic Tanks and Wl SPS 384.25, POWTS Holding Componsnts or Treatment Components. The Information provided on any Superior Precast Concrete (SPC) drawing or document shall be verified by the purchasers licensed professional engineerfor suitability of use. Configuration may change from drawing, consult with SPC. This Is proprletafy information, and remains the pioperty of Superior Precast Concrete, LIC. S$-C505-L|/ ^'fKr"%k,i'vl ^fc,.^-^'-"'SyssS9'-' Industry Services Division 4822 Madison Yards Way Madison, WI 53705 P.O. Box 7302 Madison, WI 5302 Sanitary Permit Application In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitaiy permit. Note; Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary piuposes in accordance with the Privacy Law, s, 15.04(l)(m), Stats. ^mabpr (to be filled in by Co.)fi '^ i i (If Pii^-_l!H^5^StattTra^foiONiOn^ji}^ fJJf ,.:,S. 'JA)r^'^&^Soo"iw] -^ J. Application Information - Please Print All Information^ Property Owner's Name A Property Owner's Mailing Address A^-/n^>£.bt>t^^i- City, State --7/ , /' 47: Zip Code IL Type of Building (check all that apply) • B'for 2 Family Dwelling - Number of Bedrooms j[ I\D PubIic/Commeroial - Describe Use _ _^ >z.-q D State Owned - Describe Use Phone Number 7/^":. Lot # Block # CSM Number County p£gS Tarcel /'"^/t }/~"3WW Property Location Govt.Lot. V,. J>^ 'A. Section L-N _R_ 5",.Eor^ Subdivision Name a City of a Village of Fown of if. HI. 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, B. c. 'ew System a Holding Tank D Renewal Before Expiration a Replacement System a In-Ground (conventional) D Revision D Other Modification to Existing Syslem (explain) D At-Grade D Change of Plumber Mound D Tlransftr to New Owner D Additional Pretreatment Unit (explaui) D Individual Site Design D Other Type (explain) fst Previous Permit Number and Date Issued IV. DiapersaVTreatment Area and Tank InformaHon: Design Soil Application Rate(gpd/sf) V. Responsibility Statement- I, (he undersigned, assume tl^for iDsmUfltion offte POWTS shown on tte attached plans. Plumber's Name CPrint) 0?'.''l fe>-t,,<&3<^'73 Plumber's Addn*<s (Street, City, State, Zip Code) ^/^"' ft^, ^/)^c/ W MP/MPRS Number y.5 03 Business Phone Number VI. Caunty/DepartmcatUse Only Approved D Disapproved a Owner Given Reason for Denial Pcmu't Fee Date Issued•rftW- Conditions ofApproval/Reasons for Disapproval S^-- (u.v Attach to complete plans for Ibe system and aubmil (n the County only on paper not 1m than 81/2 x 11 InchM In »IM SBD-6398 (R. 02/22) {.:J:Mr-^-3-—-- •Wiseottiin QeNrtn&fttffCmtffiist'oe DivtetoniMStrfef^aod.BttttlihgB 'PE9 .aG:ti.?LUATf.QN: .hl!a,ew(yaft»wt(ft.6ftnW%.?:A»t. iR? ^-OOZ^b L.oUL A(ttchi&m^W<to^»?M ^^.n«^<hah'a;t^^'M hetifei^ ;!n.c)uA feyi'ln<» (im^:(fl^iW^Wtt(i($.t.teto^'.pft»t:(®^, atecttoft'artd • .yan»n(stoRe,mtoiOif^it?^©W:o»:ftNaww.^toNi^9fld:d'rtN^'tofl«^.nN. panWBiin(i?yTO^fQny9y.[fwi^.^WMW^^fiWJWW'portHP(f^'^ ProixMty'Oww ' "' ' '" ' •'' ?CHAEL8A®N 7-?VlM§OE*QiLZ& Piop^rty.OwiWs/MfliNi.WWstt' ' '' " ' ' " .t553!VA?l;|?m^^-—^.^—.--...^^—-^^^^^^^ ^ BJW^iWF^ j jW/T -i .,^<S(^.. ,|.< ^B j, .. •$7^N&r ; :<36urty BA%BV) t?(roe}:l;6...^ . _ _ .-T^f> ^^"-——^-—-^•^ •.PftfD^^mW <s^M. m. ^•M.w^- ^ T ^ n R' ^^ 1%^»^i5^W»TOi^?'T~ 'Neai^fKoa^ ..NtANZKL [el NwQensfrycUOT n.R<8ptecwi8rt Pare.nt msteHal ^__, y3:.^^<»i^(N(((n^<"^t>^c%^"._^ m:^iMi?wcOTm»ef(iiat-0<?s:?rtto; _ We.agt^:^jgirSwcr?..__^_GPO _MQMSM^.^:ftoort;RWflA»VBttonffajcp»?^fg _ Ganwatwmmcnte wdwwnniwn'dstlwK •^OWQ tAw ^im^a l;^ .•&¥STEM':E?VAT3iQN :KT;-Wi22.f3N:W:^ CQN?IWR|^B^^i^&^m^^ffi^,^.. —{lf^ll-fc'l--HTt MAY •/ M Ill 6ap8i1o fmWg tacfo'r ,^^ 'ecioiftff :(ajt ' •i®irouritf;snrfaoeahnc, ;R^;..WK»WW.; , :ay,..Sz..;GontCo}«r. 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L M.^.A..^J!^^3^i^tts^p|zt$;tfld^L •:.!;.l.,lt:,': ,?:.. !' , " ';•" ..A.4;..::;l;: :l.jE.;.l,.;5,;;A,.l;^yjy...t-Uj[3::.Z,',£3^3.]LlC3^A32£,.,_^^,.^..^^^ !T!1[:^l:1i!"T't:;'t::i::t:'!it:<3:rlr'3^ ^^i^^»^^.^^^---.t-.4;s.,^K^.;l^»;;i^I}' :l"""¥'.^ "J""^ 'y" .1' '"."J :1: :"';; <• i' :^-tf.wl ;"r'1 ^"•T"' ";^;^T" ;:j'—:;''";3."'^'ji" "•ir-'-'':^::'' ^jn'"F?-p!:^nv^^----^—^'Tr*-"r^ .;£...!, .4,.-i-JiJ^.J:.J.,^'^j^ki:..£J^-.j.^'i'T:'''1'''~CT^l^^;f'^nn03H^Sl^ t"t': j;;''''t'!:{!.tl^r'Ttrt^t^r!CT ^:^,,^,^;^^.-^.^^;»^;.^;.^?^^^^,:L;..t..,'.J:'. =„.-<> ^i^.-'i^.:^]Q!]ZT?C£XTS•'••^^•~;j"--^^'7F"^p~^'^^'l^^^~<t"^ l^^^l— ul—-vri-uy"^s:?--T-";-r!' •'"-.'.^. x::i'"'-rj.Y ",' ••'"1 r...-..., -,t^., -ry^~,, i<.A<'^ -r^-U--4-4:!^ir"}-1--^'--^^^^ TyT3,^TT3ziS^^ ^».^^.»^»^~^^ ^;. .,.. ^^,/,.^,.,,,r^^.n~^^.y<,,^r^,^^v,-^^"/.-^. . -^^ —^•.^ ,^^-. .^-fL,«F^^.^^™.^ ^ Real Estate Bayfield County Property Listing Today's Date: 5/7/2025 B' Description Tax ID; PIN: Legacy PIN; Map ID: Municipality: STR; Description; Recorded Acres; Calculated Acres: Lottery Claims; First Dollar; Zoning: ESN; 119 Tax Districts 1 04 020 020170 001700 ' k>-' Recorded Documents Updated; 11/15/2023 ^ Ownership 39144 KEVIN & MANDY SCHOLZE 04-020-2-47-05-30-4 01-000-12000 B CERTIFIED SURVEY MAP Date Recorded; 11/7/2023 0 TRANSFER BY AFFIDAVIT Date Recorded; 12/27/2017 B WARRANTY DEED Date Recorded: 11/13/2023 B CONVERSION Date Recorded; (020) TOWN OF EILEEN S30T47NR05W LOT 2 OF CSM 2316 IN DOC 2023R-601175 10.000 9.950 0 No (AG-1) Agricultural-1 113 Updated; 11/9/2023 STATE COUNT/ TOWN OF EILEEN ASHLAND SCHOOL TECHNICAL COLLEGE Updated: 3/15/2006 13-249 497-407 Billing Add KEVIN & MANDY SCHOLZE1353 VAN BUREN ST BLACK RIVER FAUS WI 54615 Property Stahis: Created On: 11/9/2023 1:56;33 PM Updated; 11/15/2023 BLACK RIVER FALLS WI Maillnp Address: KEVIN & MANDY SCHOUCE 1353 VAN BUREN ST BLACK RIVER FALLS WI 54615 V Site Address * Indicates Private Road 25780 FRANZEL RD Property Assessment 2025 Assessment Detail Code Acres Sm-AGRICULTURAL FOREST 2.000 G4-AGRICUL7URAL 8.000 2-Year Comparison 2024 Land! 3,400 Improved; 0 Totals 3,400 Property History Parent Properties M-mQ-2^7^5-3Q^M-WQ-l.oa-QO MASON 54856 Updated: 3/6/2025 Land 1,600 1,600 Imp. 0 0 2025 Change 3,200 -5.9% 0 0.0% 3,200 -5.9% 1 I? T&xIDyuIll1111 MAY 'I \ /l-l^ Bayftold Co, ^onincj uop' HISTORY BExRandAlHistory Whtte=Current Parcels P|nk=ReUred Parcels 0 .^^^—-^^^^—^^^^^--—-.y^^^. Wisconsin Department of Commerce Division of Safety and Buildings SOIL eVAtOATlWREPORT in accordance with Comm 85, Wis. Adm. Code Page..of_ Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). County BAYFEELD *>-^Parcell.D. ^j^^ '"[•< Reviewed by ws Date i 9.^3 Property Owner MICHAEL BAILEN / KEVW SCHOLZE Property Location Govt. Lot NE 1/4 SB 1/4 S 30 T 47 MR 5 'E'TOT^N Property Owner's Mailing Address 1353VANBUREN Lot#'"^Block #Subd. Name or CSM# City State Zip Code Phone Number Black River Falls i WI i 54615 i / 715J_J_L L 972-0001 ;ity {""'j Village ElTown _E£LEEM- Nearest Road FRANZEL l-l New Construction Usei Replacement Parent material. Residential / Number of bedrooms Public or commercial - Describe: LACUSTRINE Code derived design flow rate 600 .GPD Flood Plain elevation if applicable .ft. General comments and recommendations:HOLDING TANK OR MOUND SYSTEM ELEVATION AT 99.22 ON 97.3 CONTOUR DESIGN LOAD RATE = .4 GPD/SQ. FT. GRASS TO BE MOWED BEFORE INSTALLATION Boring #Boring P|( .Ground surface etev..97,3 ft.Depth to limiting factor 13 jp Soil Application Rate Horizon Depth in. Dominant Colon Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sb. Consistence Boundary Roots ,GPD/ff *Eff#1 *Efffi2 0-8 5YR3/3 CL 3MGR MVFR cw 3F .4 .6 8-13 5YR3/4 CL 3MABK MFR cw 3F .6 13-15 2.5YR3/4 F1F2.5YR5/6 2CABK MPR AW 3P .3 15-22 2.5YR4/4 2CABK MFR 2F .3 2 Boring # Horizon 1 2 3 4 Depth in. 0-8 8-13 13-15 15-22 Boring I Pit Gro Dominant Colo Munsell 5YR3/3 5YR3/4 2.5YR3/4 2.5YR4/4 97.3 id surface etev. Redox Description Qu. Sz. Cont. Color F1F2.5YR5/6 Texture CL CL c c 'epth to limitini Structure Gr.Sz. Sh. 3MGR 3MABK 2CABK 2CABK 1: :actor Consistence MVFR MFR MFR MFR in. Boundary cw cw AW Roots 3F 3F 3F 2P Soil Application Rate GPD/ff *Eff»1 .4 .4 .2 .2 *Efi»2 .6 .6 .3 .3 * Effluent #1 = BOD > 30 ^ 220 mg/L and TSS >30 5 150 mg/L * Effluent #2 = BOD^ .5 30 mg/L and TSS .$ 30 mg/L CST Name (Please Print) BRUCE W BLAKEMAN Signature -u_/ CST Number 708148 Address 64903 CHARLES JOHNSON ROAD ASHLAND, WI54806 Date Evaluation ConcTucted 08/29/2023 Telephone Number 715-209-2569 riTtr^ Ollrt ^nA"T/( ^ 50 cf-15-33 c^/L-i Property Owner.BAILEN / SCHOLZE ParcellD#.16011 (l;iyii-l'ri prir;iin'l -.' 2 . 3 Page _of. 3 E Horizon 1 2 3 4 iring # Depth in. 0-8 8-14 14-15 15-22 J Boring J Pit Gro Dominant Colo Munsell 5YR3/3 5YR3/4 . 2.5YR3/4 2.5YT4/4 95.3id surface elev. Redox Description Qu. Sz. Cont. Color F1F2.5YR5/6 Texture CL CL CL c tepth to limitinc Structure Or. Sz. Sh. 3MGR 3MABK 2CABK 2CABK factor Corislstence MVFR MFR MFR MFR in. Boundary cw cw cw Roots 3F 3F 3F 2F Soil Application Rate GPD/ff *Ef?1 .4 .4 ,4 .2 *EfS2 .6 .6 .6 .3 Horizon E 'n iring # Depth in. Boring ] Pit Gro Dominant Coloi Munsell nd surface elev. Redox Description Qu. Sz. Cont. Color t. Texture 3epth to limitin Structure Or.Sz. Sh. factor Consistence Boundary Roots Soil Application Rate GPD/ft2 *Eff»1 *Ef?2 Horizon Boring # 'n Depth In. Boring I Pit Grc Dominant Colo Munsell nd surface elev. Redox Description Qu. Sz. Cont. Color •t Texture lepth to limitin] Structure Gr. Sz. Sh. factor in. Consistence Boundary Roots Soil Application Rate GPD/ff *Ef?1 *Ef?2 ' Effluent #1 = BOD. > 30 5 220 mg/L and TSS >30 ^ 150 mg/L * Effluent #2 = BOD s. 30 mg/L and TSS ^. 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330Test (R.07/00) ^3 ~ (V I^^^f c •^N~J ^3^^^<J J .- I^cd ^^^^Ni' 5 - 1C0pT t •v \ ^3w-J j^ i^^~ <- » -0 ) ^)^^j^^ ^^^^^Af<^ ^iS0~ '« - - )^ 0 ^^^ ^ 0 ^ ¥' ^ <a - "^^ " 4 00s^ vl^J±<J^ ^~Jw§^sl <^ s ,^v^sK1^< \A§J ^ S_ ^ 3 ^ S. ^ 0 2 ± ^ ^J<^ JN^<^1 c? ^ / 7 - 7 ^ 0 2 / c ^ ^ s ^ / n Private Sewage System Maintenance Agreement Owner(s) Name Ai^i\\ B, ScUzc i^-MW-)—9-- 'x.to Owner(s) Mailing Address GO Z H 0&Uf<«/- R4 Kft^.Wf. ^W Site Address 2.5" 780 F(^.J Rcl. l^u&'c-^ ,. Wl. .^ ^T Ta><ID# 3CU1-^ 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 Bayfleld County Planning and Zoning Department. The system will be operated In such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed location in accordance with rules established In the Wl Adm. Code, as from time to time amended. (COMPLETE Legal is required) /£" 1/4 of 6fc" 1/4 Section 3 0 Township ^7 N. Range <?_w. Additional Legal Description: Town of £.') eet^ Lot Block _ _ Subdivision (Acreage)10 Gov't Lot Lot Z- CSM # 2.^'>(^ Vol. (3 Page 2^ CSM Doc # 20Z? R-6'P|f?2 DOCUMENT NUMBER2025R-607566 DANIEL. J. HEFF-NER REGISTER OF DEEDS BAYF1ELD COUNTY. WI RECORDED 05V2 1 ,2025 AT 2: 1 7 PM RECORDING FEE: $30.00 PAGES: 1 Recording Area Return To: ^ jc jp |i- p tiy |Pit. K Usji.ll j is jniPiling and Zoning Departii^htI U Ii! I MAY / 2 2025 B1 :-iviwki Co, /onitia Uept. In-ground gravity Kf Mound D In-ground dosed D In-ground pressure distribution Sewage System: D At-grade Sewage System D Other Septlc 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 septlc tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operabillty 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-arade, and In-around Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Ownerfs) agree that failure to comply with this agreement will result In action being taken to pay all charges and costs Incurred by BayHeld 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 cuirent and future owners of such property. Subsc^ed ^^??t%N(t!'effiRon t^ date Notary Public State of Wisconsin Owner(s) Name(s) - Please Print Ke^i'A B. Sc^c'^e- :s Ipl^ST Notarized Owner(s) - Signature(s)Notary Puyii My Commission Expires:^V^^c^a Drafted by:T^3"^")I^L^?^rff(^'I^Date:" ST | L^| ^^ <)Proofed by: ufforms/sanitarv/septicmalntenceagreement Revised July 2020 Wisconsin Department of Safety and Professional Services 'Divisioh of Industry Services 4822 Madison Yards Way Madison, WI 53705 fnl I?II vl Hi's V-9 •; (I 11 If; I\ II W K ?t Phone:608-266-2112 Web: http://dsps.wi.gov 9i.i 9n'/>k I Email: ds|3s^_wiscon,sH]^;_goY/L~'"~_m-; J/Tony Evers, Governor Dan Hereth, Secretary ••wiw < ;o,/'.oruna uoyt, Identification Numbers Plan Review No.: PWTS-052500934-C Application No.: DIS-052519531 Site ID No.; SIT-145008 Please refer to all identification numbers in each correspondence with the Department. Corsditionalfy OF AND OF May 21, 2025 CUSTID NO.: 664303 ANTHONY PATRICK BROWN 315SANBORNAVE ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/21/2027 MUNICIPALITY: TOWN OF EILEEN BAYFIELD COUNTY SITE: SCHOLZE MOUND 25780 FRANZEL ROAD ASHLAND, WI 54806 NE 1/4 SB 1/4 SEC.30 TOWN 47N RANGE 05W FOR: Design Wastewater Flow Value: 600 Bedrooms: 4 Limiting Factor(s): 13 inches Maintenance Required: Effluent Filter EZflow Mound Component Manual - (9/7/23) 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; • The pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027)". • This system is to be constructed and located in accordance with the approved plans and with the EZflow Mound Component Manual, (9/7/23) • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moishire content can be determined by rolling a soil sample between the hands. If it rolls into a '/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. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state-approved effluent lilter is required. Maintenance information musf 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 (1l)(c) • Well setbacks to meet chs. NR 811 & 812 Tank Installation to follow all manufacturer's requirements. 'PA K tri I?1.' it U,Dl ^ ? ^ II IS P, ij •, Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan,MAY • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount1)fiiS%li(^aila6lB!i©g^ogfer 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 shmbs 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. • The proposed system area shall be fenced off or protected from construction activity on the site. • Provide surface water diversion around the treatment tanks and mound dispersal component. • All SPS Table 383.43-1 and WDNR setbacks must be maintained. 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 383.540'). • 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 constmcted and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, stmcture, 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, / \'ui-y^^ Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 / /.ti^' Timothy Zoromski Division of Industry Services Phone: Email: timothy.zoromski@wisconsin.gov ., : r ; , u i , , . r . . . i u . . . . ; n : .^ : ^ j ^ : . , , j . . . : ; . . , ^ ^ ^ : ' = : ^ ; ^ ^ x y ^ - ; . - ^ ^ ^: ? : , : . . : i . , _ . i - . . . A = . . . : l :; ~ M . ' - , . |y 4 - - 4 U - - ^ ^ ^ I: T J 3 T J : ] ! ' 1 ~ | ^ ~ " I C I , ^ ^ ^ Sx i r T t t ^ t ' t t ' t t i ^ •i . ; . . ; 4 . : . . . . . » , . - - , : . . ; . - . . . - E : - . . . . - a — ^ ' . . . - . : : i . : : - ; ' » _ 3 5 " S ' . - i ' r ' i , - i : ' - . ' : • ! - . . • : . I : . . [ • ' 4 " • t : - : : ! ; ' . - • f - . ' • } *v k . . 1 . . ' I . . H ^ . . 4 : . - . . T - . . ^ . ; i = . ' : . J i . . . . , A ; . . ^ ^» — & X - ' s ^ - ; ' f c < ^ . - ! - . ; ' . . - • I - — ^ - ^ . 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L : t : : L , i : t l : E & r .. ^ . . . y ^ . . . ^ ^ . . . . „ ^ . ^ - ^ ^ ^ _ ^ . , . _ _ ^ _ |j ^ C N ^ ^ , A : ; o- l| k i i'n W I InV] V-s !11 i! il MAY ') 1 911',!-. ilU H ! G It, 11 £, •./ ^ HHyijfijcj Co. Zofiina U&Bi EZfloww MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Owner's Name: Owner's Address: Michael Bailen/Kevin Scholze 1353 Van Buren Black River Falls, Wl Legal Description: Township: County: Subdivision Name: Lot Number: Parcel I.D. Number: Plan Transaction No.; DEPT. OF SAFEF/ AND SERVICES OF NE1/4 SE S30 T47N R5W Efleen Bayfleld -I?a^LSA Block Number: 16011 "l^x'. y}/w , ' -/ 36 -A/ ev-ew -/tfteo Index and title Data entry EZfflow mound drawings Lateral and dose tank Distribution media System maintenance specifications Management and contingency plan Pump curve and specifications Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 PageS Designer; Date: Signature: Anth-orrlfJBrottI2- w/o^w-^y5'1 '~^€^...../--"" €^-i^ ^ -) ^<- License Number: Phone Number:^ 2/S:.. £1^aM •£}^ •i-0/}3^ Designed Pursuant to the EZflow Mound Component Manual Ver. Aygyet-aer2807, 0/7/2023 SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. ftQ SBD-10706-P (N. 01/01, R. 10/12) 2.1 May 2022-27 EZflow Mound Version 3.0 (R. 3/1/12)Page 1 of 8 0 E (i^ ii^; iij In 11^ I (r or c) J Mound and Pressure Distribution Component De; Site Information Residential or Commercial Design 11 ^ I kn MAY 2 1 202b !' Bavfeld Co. Zoi'iinp Uypi- 400.00 1.50 600JOO 6.00 "97.30 13.00 0.40 Estimated Wastewater Flow (gpd) Peaking Factor (e.g. 1.5 = 150%) Design Flow (gpd) Site Slope (%) Installation Contour Line Elevation (ft) Depth to Limiting Factor (in) In-situ Soil Application Rate (gpd/ft2) 140.00J[Contour Length Available (ft) Distribution Cell Information Cell Width (ft) 3,AA6JlJL9j2!-i(lO{?!l'6.00 1.00Tj Dispersal Cell Design Loading Rate (gpd/ftz) Influent Wastewater Quality (1 or 2) (c or e] pressure Dlsributlon Information Center or End Manifold Lateral Spacing (ft) Number of Laterals Oriflce Diameter (In) (e.g. 0.25)0.156 3.50 2.00 150:00 90.66^ OM 4.55 8772 2.94 16.20 -10aOQ] = Dispersal Cell Length (ft) Are the laterals the highest point in the distribution C~~~Y~ network? Enter Y or N If N above, enter the elevation (ft) of the highest point, [_ Orifice Spacing (ft) = [~ Td.7l]ft2/oriflce Forcemain Diameter (In) Forcemaln Length (ft) Inside Pump Tank Elevation (ft) Foreemaln Filter Loss (ft) System Head (ft) x 1.3 Vertical Lift (ft) Friction Loss (ft) Total Dynamic Head (ft) Does the forcemaln drain back?L.....X:Enter Y or N ^4.47 90.42 ms93016 Forcemain Drainback (gal) 5x Void Volume (gal) Minimum Dose Volume (gal) System Demand (gpm) Lateral Diameter Selection Tn.dla7 ~07^ fW T25~ ~T50- "2.00 ~3.00~ options^ x x x x x choice x Manifold Diameter Selection in.dla. T25~ T50~ -2.0Q ~3W options x x choice x Treatment Tank Information 1^0.OT] Septic Tank Capacity (gal) yygjj^^j^^^—'] Manufacturer Dose Tank Information 750.001 Dose Tank Capacity (gal) 16.12| Dose Tank Volume (gal/in) ^^.^^^ ^ Manufacturer Gallons/lnch Calculator (optional) Total Tank Capacity (gat) Total Working Liquid Depth (in) gal/in (enter result in cell B49) Effluent Filter Information polyjok PL525 Fitter Manufacturer Filter Model Number Project:Page 2 of 8 :vi B II"I K ^W IKI 1!; Hit MAYPU02!) W 3aviiiatc! Co. Zonina Dcpi. Mound Plan View w '^SM^M^MS?MfMMMSWMSM^MS8M>SSSMiS^l^^^^^t^^^i^^s^iliii^i^j .'{• B |3| Mound Component Dimensions ft B D 6.00 100.00 23,00 600.00 6.00 In E F G 27.32 12.00 0.50 (ft2) Dispersal Cell Area (gpd/ft) Linear Loading Rate H I J 1.00 -^g3 8.69 1981.71 10.00 ft K L w 12:29 TM58 "28.50] (ft2) Basal Area Available (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View EZffow Dispersal Area Finished Grade 101.22 (ft) 99.22 (ft)->*—^ Dispersal Cell Elevation 99.72 (ft) Lateral Invert Elevation 6.0 % Site Slope 97.30 (ft) Contour Elevation Shading Key TopsoilCap F21 |%^;;:J Subsoil Cap m F~—i ASTM C33 Sand [3JF~—1 Tilled Layer r5]r"—1 EZffow Media ^?§. a,9i § I85 c S u T 2,0ft 4- 0,5ft 2,0ft Typical Dispersal Cell See Page 5 Approved Geotextile Fabric Cover JL. See details on page 4 for number, size, and spacing of laterals. Laterals are located In the 4" gravity distribution pipes as shown on page 5. Project:Page 3 of 8 Int II-; ilfl |1? II W lri'jl| V\ Uy ^ II W Iri lill MAY ') 1 ?W'11 I IH I /.. I tA'L !u/ Center Connection Lateral Layout Diagram .'i;'iyiid(i Co. /onJrKi i.i6|)t. Fo<c» m»in connection vi* (»» o» cfoss to manifold t«»» poh>(.l»ttf»lsweld?tlc»l^-^ Orlfices poM up, except every 5th one points down for drahage. S .^L Turn-uptufbsltvah/BoT |<.x—»|<.»/2^||-«12»| L*tOTatetc»oroeni*!n<rfPVCS<!h40 ol»noutp<u, ' - • j-j • ^spSTabte 384.30^ Number of Laterals Lateral Diameter Lateral Length (P) Lateral End (Z) Lateral Spacing (S) Lateral Flow Rate System Flow Rate A 1.50 ~49^8 NA T.06 T54 30:16 In Ft ft ct 3pm 3pm Oriflce Diameter Oriflce Spacing (X) Oriflces per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity 6J56 3.65 14 10.71 3700 1.50 ^08 'in Ift ft2/orifice ft in ft/sec Dose Tank Information Electrical as per NEC 300 and SPS 316.300 WAC Tank component Is property vented -/: Locking cover with warning label and locldng device and sealed watertlght Disconnect 0=D=Ol Weiser Concrete Capacity Volume "750.00 ~WA2 Manufacturer Gallons gal/inch Dimenslor -A- -B~ ~c ~D~ ToiaT Inches "25.40 "zoo T13 12.06 46.53 Gallons ^09.43 "3Z24 ~m89 ^93.44 Tsaooi A^ c-t D ickfliTAs Pi ^ £a ^ ieddlng And BackfltTAs Per Manufacturer 4 in . min. Alternate outlet location Forcemaln diameter 2 in. Weep hole or anli- siphon device Pump off elevation (ft)TOO) Dose tank elevation (ft) I90.00] Alarm Manufacturer Alarm Model Number SJE Rhombus Pump Manufacturer Gould Pump Model Number (EP05 Pump Must Deliver F 30/16|gpm at f 16:20|ft TDH Note: Switches containing mercury may not be used in !his system. Project:Page 4 of 8 ij K 1C U I ti I'..'1 EZflow® Distribution Cell Media Layout i;iyfej(i Co. /''onina Dent I6.00 | Cell Width (ft)f—T50jSidewall to Lateral (ft) Distribution Cell Cross-section Arrangements 6 ft Wide Component Legend SR1-7A Bundle - 5 ft or 10 ft lengths SR1-12A or EZ 1201A In 5 ft or 10 ft lengths /<^^/c;SR3-12H or EZ 1201P or ^^3^9^^^ SR3-12H In 5 ft or 10 ft lengths 4" Perforated Distribution Pipe With Pressure Lateral Inside Turnup Enclosure ----- pressure Lateral Bundles are covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical I 6.00 | Cell Width - A (ft) PI 00.00 | Cell Length - B (ft) Center Connection Lateral Layout Diagram Project:Page 5 of 8 IP [, ^ II Ww OavJNcJ Co. Zonincj uspi,Mound System Maintenance and Operation Specifications Service Provider's Name POWTS Regulator's Name (Bayfleld County Planning and Zoning System Flow and Load Parameters Phone) Phone[715.373-6138 Design Flow - Peak Estimated Flow - Average Septic Tank Capacity Soil Absorption Component Size | Type of Wastewater| 600 400- 1250 600 Domestic |gpd Maximum Influent Particle Size gpd Maximum BOD5 gal Maximum TSS tf Maximum FOG Maximum Fecal Coliform Service Frequency ^JQ- "220 -150- 30 >10E4 In mg/L ng/L ng/L rfu/IOOmL Septic and Pump Tank Effluent Filter Pump and Controls! Alarm! Pressure System] Mound I Otherl Inspect and/or service once every 3 years Inspect and clean as necessary at least once every 3 years Test once every 3 years Should test periodically Laterals should be flushed and pressure tested every 3 years Inspect for pond^ Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap and are secured in as shown in the EZffoiv Mound Component Manual Ver. August 20, 2007. 2, Dispersal cell media conforms to EZflow products approved for use with the EZffon/ Mound Component Manual Ver. August 20, 2007, Media Is covered with an approved geotextlle fabric, 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade0 6-8" Diameter Lawn Sprinkler Valve Box Lateral Ends at Last Orifice Where Variable Length Cleanout Begins EZflow Synthetic Media CC>5.,MCA>»>3CO.>.»X;tXi»?;XC<<i2; •Distribution Lateral Threaded Cleanout Plug or Ball Valve Lateral Cleanout Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project:Page 6 of 8 I h III Ii I Ifl ».„ .. ..-„. i1111 MAY '/ 1 20</5 iy Mound System Management Plan Pursuant to SPS 383.S4, Wls. Adm. Code ? );iy?teM C;0, Zoiiinu D(ipL General This system shall be operated In accordance with SPS 382-84 Wls, Adm. Code, and shall maintained In accordance with its' component manuals [EZflow Mound Component Manual 8/20/07, Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) and SSWMP Publication 9,6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when (he tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water lightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater then 8-inches In diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. SeiitlcTank The septlc tank shall be maintained by an Individual certified to service septlc tanks under s, 281.48, Stats. The contents of the septte tank shall be disposed of in accordance wllh NR 113, Wis.Adm.Code. The operating condition of the septlc tank and outlet filter shall be assessed at least once every 3 years by Inspection. The outlet filter shall tie cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from Its enclosure. If the filter Is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an Impending continuous alarm, The septlc tank shall have its contents removed when the volume of sludge and scum In the tank exceeds 1/3 the liquid volume of the tank. Iflhe contents of the tank are not removed at the time of a triennlat assessment, maintenance personnel shall advise the owner as to when the next service needs to be performed to maintain less than maximum scum and sludge accumulation In the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, If such products are used they shall be approved for septlc tank use by the Wisconsin Department of Commerce. Pump Tank The dosing (pump) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter Is Installed within the tank it shall be inspected and serviced as necessary. If the force main has a weep hole, it should be noted If It is functional during pump operation, and If not, It should be cleaned. *M'*iNo one should ever enter a septlc or dose tank since dangerous gases may be present that could cause death. **** Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantlngs may be made around (he mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetrallon. Traffic (other than for vegetatlve maintenance) on the mound is not recommended since soil compacfion may hinder asration of the inflltratlve surface within the mound and snow compactlon in the winter will promote frost penetration. Cold weather Installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influsnt quality Into the mound system may not exceed 220 mg/L BOD(, 150 mg/L TSS, and 30 mg/L FOG for septlc tank effluent or 30 mg/L BODg, 30 mg/L TSS, 10 mg/L FOG, and 10'1 cfu/100 mL for highly treated effluent. tnfluent flow may not exceed maximum design flow specified In the permit for this installation. The pressure distribution system la provided with a flushing point at the end of each laterat, and It Is recommended that each lateral be Hushed of accumulated solids at least once every 3 years. When a pressure test is performed It should be compared to the Initial test when the system was installed to determine if oriflce clogging has occurred and If oriflce cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 Inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingencv Plan If the septlc tank or any of Its components become defective the tank or component shall be repaired or replaced to keep the system In proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective (he defective componentfs) shall be Immediately repaired or replaced with a component of the same or equal performance, If the mound component falls to accept wastewaler or begins to discharge wastewater to the ground surface, it will be repaired or replaced In Its' present location by increasing basal area if toe leakage occurs or by removing blotogically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider, Project; Page 7 of 8 BROCHURE B3871 R1 i? ft w rf ii 11 "! r.i i @ II;'UJ lr; u^ I'll If I! 1 it rru / i LUL..J !."' Hqyijsr!|d Co. Zoninfl Dcpt EP04 & EP05 Series Model 3871 SUBMERSIBLE EFFLUENT PUMPS GOULDS a xylem brand Wastewater FEATURES EP04 Impeller: Thermoplastic semi-open design with pump out vanes for mechanical seal protec- tion. EP05 Impeller: Thermoplastic enclosed design for improved performance. Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resis- tance. Motor Housing; Cast iron for efficient heat transfer, strength, and durability. APPLICATIONS Specifically designed for the following uses; • Effluent systems 8 Homes ® Farms ® Heavy duty sump • Water transfer - Dewatering SPECIFICATIONS ® Solids handling capability; %" maximum. 6 Capacities; up to 60 GPM. 6 Total heads: up to 31 feet. 6 Discharge size: 1 W NPT. • Mechanical seal; carbon-rotary/ceramic-stationary, BUNA-N elastomers, ® Temperature; 104° F (40° C) continuous 140° F (60° C) intermittent, • Class B Insulation • Fasteners: 300 series stainless steel. 6 Capable of running dry without damage to components. Motor Cover; Thermoplastic cover with integral handle and float switch attachment points. Power Cable: Severe duty rated oil and water resis- tant. Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTINGS Tasted to UL 778 and CSA 22.2108 Standards By Canadian Standards Asaodatinn "us File #LR38B49 I I K 11 I R IV-'l 'Vi III!MAY 9.1 '/W1.'! n'') 0;:lvitei(!(;(l». /onitiCjbeD!. Meter; • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz,1550 RPM, built in overload with automatic reset. ® EP05 Single phase: 0.5 HP, 115 V or 230V, 60 Hz, 1550 RPM, built in overload with automatic reset. ® Power cord: 10 foot standard length, 16/3 SJTW with three prong grounding plug. Optional 20 foot length, 16/3 SJTWwith three prong grounding plug (standard on EP05), o Fully submerged in high grade turbine oil for lubrication and efficient heat transfer, Available for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. PERFORMANCE RATINGS Total Hoad (ft. of water) 5 10 15 20 25 30 Gallons Par Minute EP04 53 46 36 21 0 EPOS 62 55 46 33 11 PAGE 2 Wastewater METERS 10 u2 I 6 5 4 3 2| 1 0' FEET 1. 0 10 30 40 50 GPM 6 CAPACITV 10 12 m3/h MODEL INFORMATION Older No EP0411 EP0411A EP0411F EP0411AC EP0412 EP0412F EP0511F EP0511AC EP0512F HI .4 .5 /0li! 115 230 115 ?30 \mp 12 6 13 6.5 Mlnimun Circuit Breaker 20 10 20 10 'hasi 1 Float Swrtd Style Plug/ No Switch Piggyback / Wide-Angle PlugT No Switch Piggyback / Wide-Angle Plug/ No Switch Plug/ No Switch Plug/ No Switch Pig9yback/ A/ide-Angle Plug / No Switch Cord tengti 10' 10' 20' 20' 10' 20' 20' 20' 20' Discharge Connectioi 1/2- w r/2" w Vh" r/2" w w w Wnimui On level Manual 12" Manual 12" Manual Manual Manual 12" Manual M in im unOff Lovel Manual 6" Manual 6" Manual Manual Manual 6" Manual Minlmun Basin Diainetei 15" 15" 15" 15" 15" 15" 15" 15" 15" Bflaxlmur Solids Size %" ShippinjWeight 20/9.1 21 / 9.5 20/9.1 21/9.5 20/9.1 20/9.1 22/10 ?3/10,4 22/10 PAGES ii ii!IIJJ 1^ "y I I'll DIMENSIONS (All dimensions are in inches. Do not use for construction purposes.) fi^(HI MAY?, no/!') W f-'yyireiu (;o. ^oniny IJOR'', 7% M-.,: • T ..M1"'&t^IS/®) \ -y-M~^. iM\ /.'/Vvif I ,.''•'' .4-'11^ •'.Jf/' \ L 4% 9/4 10'/» MAX. _J_ ,-tJh =H A 1%NPT .<W QW^ _L-L'f ^_3% COMPONENTS Item No. 1 2 3 4 5 6 7 8 9 10 Description Impeller Base Pump casing Mechanical seal Ball bearings 0-rings Power cord Oil filled motor \/lotor housing/stator assembly ^otor cover lem Let's Solve Water Xylem, Inc. 2881 East Bayard Street Ext., Suite A Seneca Falls, NY 13148 Phone:(866)325-4210 Fax; (888) 322-5877 www.gouldswatertechnology.com Goulds Is a registered trademark of Goutds Pumps, Inc. and Is used under license, 02012Xylemlnc, B3871 R1 April2013 12'-11"- TOP MEW ,-4" VENT -.PUMP PAD SIDE_VIEW TANKS ARE MANUFACTURED TO OR C-1227 REQUIREMENTS W1250/750-MR SPECIFICATiONS DIMENSIONS: WALL: 2 1/2" 3" COVER: 6" MANHOLE: 24" I.D. PRECAST CONCRETE HBGHT: 66" LENGTH: 12'-11" WIDTH: 7'-2" BELOW INLET: 53' UQUID LEVEL: 48" WEIGHT: BOTTOM 8,740 LBS. COVER 6.120 LBS. INLET AND OUH£T: 4' CAST-A-SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND RLTER: SEE DETAIL f 10 (OTHER STATES SEE CHART) UQUID CAPACITf: 27.66 GAL/N (SEP71C) 16.12 GAL/!N (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPT1C/SIPHON, OR SEPTiC/SlPHON COVER: MIX DESIGN f8 (NO TANK: MiX #10 (STRUCTURAL CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT CONCRETE BY DATE FOR APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: 01a.! aPl o|^1 ml^flyt ul ^- coJ$lzcP!LtAii'l^ld0o!3: 03 IX g1^ 0iftCs| ^ < Q a-y SHEFT NO. 1 OF 1 hnweihiu In (»ifefewthffti)*t(t Zabel" A DrvNon of Potylok Inc. R «; I!? li I !;; Hi I MAY 9'17? lu' Bavfield Co. Zonirifl UOF"'. (l^OOOGPD) Alarm Switch (Optional) Accepts 1" PVC Extension Handle Rated for 10,000 GPD 525 Linear Ft. of 1/16" FUtraUon Slots Accepts 4" & 6" SCHD 40 pipe The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122/ the Polylok PL-525 has an automatic shut-off baU installed with every fUter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. • Rated for 10,000 GPD (gallons per day). • 525 linear feet of 1/16" filtration, • Accepts 4" and 6" SCHD 40 pipe, Built in gas deflector. • Automatic shut-off ball when fUter is removed, • Alarm accessibUity. • Accepts PVC extension handle. Idea] for residential and commercial waste flows up to 10,000 gallons per day (GPD), 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. 3. Glue the filter housing to the 4" or 6 outlet pipe. If the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter, 4. Insert the PL-525 filter into its housing. 5. Replace and secure the septic tank cover. PL-525 Maintenance: The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm/ the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. 1. Locate the outlet of the septic tank, I 2. Remove tank cover and pump tank if necessary, ! 3. Do not use plumbing when filter is removed. | 4. Pull PL-525 cartridge out of the housing, 5. Hose off filter over the septic tank. Make sure all solids faU back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. 7. Replace and secure septic tank cover. to 46 Gas Deflector Automatic Shut-OffBall Outdoor SmartFlltei® Alarm Potylok, Zabel & Best filters accept the SmartKlter® switch and alarm. tixtend &. Lofc'™ Easily installs into existing tanks. Polylokjnc. 3 Fairfield Blvd, WaUingford, CT 06492 ToU Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com MAY 2 ID) B t; I w is |i| BAYFIELD COUNTy || CHECKLIST FOR SANITARY APPLICATONS I Submit the Following (Use Permanent Ink) (Title 15, Section 15-l-10(e)) Co, uop' [3 List Q/0riginal Sanitary Application (Submitted in Deed Holders Name - not prospective buyers) (383.21(1)1.) E/index Page / Title Sheet (Signed by Plumber) (383.22(2)69(c)) [^Original Plot Plan (383.22(2)2. 3. & 4.a) E Cross Section, Over-Head Profile of the System and Schematic of Tank from Manufacturer 0 Pump Tank Diagram, Alarm and Pump Curve (when applicable) El Contingency Plan / Management Plan (383.22-3(2)(b)l.f.) Maintenance Agreement (Owner's Original Signature) (383.21(2)(c)(5),(6) (Recorded at Reg. of Deeds) B'jHolding Tank Agreement (383.21(2)(c)(5) (Recorded at Reg. of Deeds)/ ^ Holding Tank Service Contract (Original Signature of Pumper and Property Owner) (383.21(2)(c)5) 0 ATU Servicing Agreement (Recorded at Reg. of Deeds) E Fee (Make Check Payable to Bayfield County Zoning) (383.21(2)(c)7) t3'2 Sets of Plans (383.22(2)(2.) (INoteLSmitaiYAt3pJ!cat!ori.andJ^nten MM.COBJ6S)- Ef Soil and Site Evaluation Report (383.22-3(2)(b)l.e.) /0 §tate Plan Review (when applicable) 0 Copy of Warranty/Quit Claim Deed (Optional) Sanitary Application: (Include the following Information) Application Information must include: B 23 diait Parcel ID# -- fdo not use 12 digits anymore-obsolete) 'reject Address or Road Name where driveway is/will come off of) 0 (Owners Phone Number) B II Type of Building HI Type of Permit B'IV Type of POWTS System Dispersal / Treatment Area Information Ef VI Tank Information Ill Responsibility Statement (Plumber's Information) *Date Stamp* Plot Plan: (To Scale or To Dimension) and Plumber Information E-l Address Number and Road 0' §urface Elevation of Body of Water 0 North Arrow 0 Direction and Percent Land Slope B Contour Lines Blank and Filter Information and Location B Structures and Driveways st Wetlands / Navigable Bodies of Water 53/Bpring Locations/ 0 Absorption Area (Proposed and Existing) E'Property Lines [Hpench Mark (Location, Elevation and Description) Ef Well Locations Component Manual Version B3 Legal Descriptions of Turn Over > Crcss-Section and Over-Head Profile of the System: [^Surface and System Elevation fl t; t | J |f | j: B Position of Observation and Vent Pipes El Dimensions and Depths Make, Model & Number of Chamber Units in each Cell ^yifeld Co. Zorijrig Dfipf, Property Information low many systems will there be on this parcel of land? f 0 Has this property been split? WA (Property Statement shows Property History) Fees: D Private Sewage System (Septic Tanks) $ 400.00 D Fjrivate Sewage System (Holding Tanks) $ 400.00 B'Mounds or Systems requiring Pre-Treatment $ 500.00 D Sanitary Revisions $ 25.00 D Private Sewage System Reconnection $ 50.00 and Private Interceptor D Return Inspection $ 50.00 D Maintenance Agreements f $ 30.00 (checks made out to Reg of Deeds) u/forms/checklists/checklistforsanitar>'apps(10/2009);(®7/2011);(®2/2012)(®5/2/2012-dc) Proofed by: BAYFIELD COUNTS SANITARY PERMIT (#04)-25^4S STATE SANITARY PERMIT OWNER: KEVIN SCHOLZE GOVT LOT: LOT: 2 BLK: CSM: 2316 1/4 1/4 SEC:30,T47N,R5W TOWNSHIP: Eileen SOIL TEST: 134-23 NEW SYSTEM SYSTEM TYPE: Mound > 24 in. of suitable soil PLUMBER: TONY BROWN TRACY POOLER Authorized Issuing Officer DATE: 5/30/2025 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: # 664303 Condition: THIS PERMIT EXPIRES 5/30/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION