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HomeMy WebLinkAbout24-47S Holmes^.w'.^t;^ '~/~~ '-.^ '•. • %i^^Departitfent of Safety & ProfessS^n^ Siiervicfes, ^ \\ ~f. Industry S^vices Dmsion!jlj APR 1 ?2U2/l B County BAYFIELD Sanitary PermitJ^ymber (to be filled in ^y Co.) -/-^vbeTSanitary Permit Application .^j!;in(| uepvIn accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for stateowned POWTS are submitted to the Dqiartment of Safety and Professional Services. Personal information you provide may be used for secondaiy purposes in accordance with the Privacy Law, s. I5.04(I)(m), Stats. State Transaction NumberPWTS-042400644-C I. Application Information - Please Print All Information Project Address (if different -04han mailingaddress) ^ ^ ^^ (^l^ ^fp Property Owner's Name DANIEL J. HOLMES ^7/in Z.A^Ij-yv^sa) parcel #04-021 -2-45-06-36-4 m-nnn-ionn iioias Property Owner's Mailing Address no^ R^^ ^r. City, State <iouuLC{£ur^. UL!J^ Zip Code ^70J n. Type of Building (check aU that apply) C]^ or 2 Family Dwelling - Number of Bedrooms D Public/Commercial - Describe Use D State Owned - Describe Use Phone Number ^o3-W3-oo^ Govt. Lot NE NASWtWS Lot #NA _SE__%, Section 2^6 T 4S^N R 06^^ Block # Subdivision Name NANA CSM Number #1194;V781,P361 a City of _ D ViUage ofc^fr GRAND VIEW m. Type ofPOWTS Permit: (Check either "New" or "Replacement" and other applicable on Bne A. Check one box on line B. Complete line C if applicable.) !w System XReplacement System (explain) Other Modification to Existing System D Additional Pretreatment Unit (explain) B.D Holding Tank In-Ground (conventional) D At-Grade ^Mflund D Individual Site Design D Other Type (explain) c.D Renewal Before Expiration D Revision D Change of Plumber D Transfer to New Owner]Ust Previous Permit Number and Date Issued NK TV. DispersaI/Treatment Area and Tank Information: System Elevation \^ 107.33 FT. Design Flow (gp<Design Soil Applicati9B'Rate(gpd/sf)"2'S Dispersal Area Reqmja<f(sf)300 Dispersal Area Proposed (sf) 390 51<^ \-W~^ Tank Information Capacity in Gallons New Tanks Existing Tanks Total Gallons # of Units Manufacturer ft S.C3 UII li11m g w(U COfl sE U s p< Septic or Holding Tank 1200 ^_1200 WIESER (COMBQ) X Dosing Chamber 800 800 V. ResponsibUity Statement- I, the undersigned, assume resjppnsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) RYAN STRAND MP/MPRS Number798301 Business Phone Number 715-558-1673 Plumber's Address (Street, City, State, Zip Code) V1057 IN TOWN INDUSTRIAL PARK ROAD, HAYWARD,WI 54843 VI. County/Department Use Only .Approved ^•Irf'^ D Disapproved D Owner Given Reason for Denial Permit Fee'Sm Date Issued f/\L^^l Issuing Agent SignatureL^r9<^?/<^7^//?7 ^w'toSy'sw. ^ftdMt ^ ^ c<"wlw- 3)/WWi{M^^W {OQ^W- ^/WW 6\d. A^ft? fw-SK 38S Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size SBD-6398 (R. 03/22) tf-3(c-^ .-^V\Ki<:/^/o^."' '"'•'- "^^.•"s^' '":y 1'y'•?*^x?-?-' Wisconsin Department of Safety & Professional Services Division of Industry Services cj 6 » 11! H Ul APR 182024SOIL EVALUATION REPORT ;^gages_L_oL ^: -;avi]el'lIn accordance with SPS 385, Wis. Adm. Code 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"""-" ""'"E>A^(ELr> Parcell.D. Ot(0 ?M WOfr ^650 tHOOffOTA^^' \^w Reviewed by ws Date l^.<33-3t/ Property LocaBon^ U^i^'v J D Gpvt Lot l.l->^% ~ % S 24' T Hti N R oLp ^ (or) W Property Owner ^ r^UlELjr^MsA^OAS -^..{-UXES? Property Owner's Mailing Address (-705 «U5T $Tt^ST Site Address or CSM @nd Lot #:WSS ^- E>. City, State, Zip &Am C.UWRJE. 1*3 SH'ysL Phone Number (5i?3)yt5-00^2- D City D Village 0 Town ^KAAiD'ViEW Nearest Road£^H7b Code derived designflow rate 600 GPD Flood Plan elevation if applicable /V/-t' ft. D New Construction UseJS Residentiai/Numberofbedrooms ^ , Replacement D Public or commercial - Describe: "Parent material •SANC>Y <£UVaAL- Tl l~t-« General comments and recommendations: ^ ^ ^ g^ ^TeA/\, - ifc11 3ftl^& C-33 4STM. -(e.W^fff 6> ? ^^, yo<y b Boring #a Boring^JPit Ground surface elev./tt.-yOft. g'Depth to limiting factor j^» in. / elev./tf^ft. 2.1~?" Horizon ( 2. s^ Depth In. 0-^ 7'Z.I^ 2fo-55 sm^i Dominant Color Munsell 7.6\K3l-s. 7.9^3A ff^/0 ^T Redox Description Qu. Az. Cont. Color ^- fzp s^A/ Texture 1 I1L Structure Gr. Sz. Sh. 2-£msfc/< Z^^hK ffA. Consistence _^s^ ^Ls ^fi- Boundary c-^ AS Roots ?^-eS Z^-£0 Soil Application Rate GPD/Ft2 *EffiM ff.tf Q.^ ^.2- •EfBB a€ e.s~~0^ Boring #QBoring 3it Ground surface elev./O/.Wft.Depth to limiting factor ZjQ in. / etev./^. ?T(t /.<&7^., Horizon T 2 .J- Depth In. 0-^ (e.^ 20^ %Wcc Dominant Color Munsell 7.5Yj<^ 7.3 ^ 5^y&,' .£. t/^=.7 Redox Description Qu. Az. Cont Color ^ 0^^/h Texture J_I -^L Structure Gr.Sz- Sh. ^-n\sV^ a4sfeiK's 0/v^ Consistence ^ -JSL. yu^- Boundary <^> as «--'- Roots ^-&€ Z^-a Soil Application Rate GPD/Ft2 *Effiff1^DJ^ £>-2. *EfflK^~w <s>.^ / CST Name (Please Print) \/ MARY JO HUPPERT (Holtister's Soil Testing & De Address 25720 Firefly Lane, Webster, Wl 54893 / / Signatpf9r A. >ign)-/ Date Evaluation Conducted //-Z^. 2DZ& CST Number 224832 Telephone Number 715-426-1775 * Effluentfrl = BOD > 30 s 220 mg/L and TSS > 30 <. 150 mg/L * Effluent <a = BOD, & 30 mg/L and TSS s 30 mg/L SBD-8330 (R03/22) f^jlELJ. ^M'E^S^ ZA^A^S 0} ! B 11! f Iss Boring # D Boring^APR mw Ground surface elev./&A.7^ft. Page ^— of Depth to limiting factor e'l in. / elev.''Tr'' ft.Zoniny Dept ^^^ Horizon / ^ _3_ Depth In. 6-s S>-%7 n- •yS' «MM_<!U?" Dominant Color Munsell •7^YH ^ 7.SVR •SHSy^ /efbs.f Redox Description Qu. A2. Cont. Color 4^ s^/'s Texture / J_^ Structure Gr. Sz. Sh. Afc^2^SbK -Q^. Consistence ~J^ Js ivrfr Boundary * cs ajs. , Roots 5*^ yK~^f) Soil Application Rate GPD/Ft2 *Ef?1 A&_ 6.^ i>.2-_ *Eff#2 M_~0^~ D.&, Boring #D BoringD Pit Ground surface elev.Jf.Depth to limiting factor.in. / elev._ft. Horizon Depth In. Dominant ColorMunsell Redox Description Qu. Az. Cont. Color Texture Structure Or.Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Ef»1 *EfrB2 Boring #D BoringD pit Ground surface elev._Depth to limiting factor.Jn. / etev.,_ft. Horizon Depth In. Dominant ColorMunsell Redox Description Qu. Az. Cont. Color Texture Structure Gr.Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ff •Ef»1 *EWf2 * Effluent #1 = BOD ? 30 s 220 mg/L and TSS > 30 & 150 mg/L * Effluent #2 = BOD, <, 30 mg/L and TSS s 30 mg/L Cj-U-I; ^^11§ £ Is> I "?I ? \fi v.?9 ^ % -t ^7W CTW, p ^/n^& ?me, Address, Parcel AND DANIEL J. & MEAGON Z. HOLMES ^(SAME) 1703 RUST STREET EAU CLAIRE, W$ 54701 11 ii APR 1720^ Project Name: Owner's Name: Owner's Address: Property Address:47485 C.T.H. D CABLE, Wl 54821 Legal Description: Township Subdivision Name: Lot Number Parcei I.D. Number: Plan Transaction No.: S26T44NR6 W Grandvjew _ _ _ _ County: Bayfield, GOVT.LOT11 NA Block Number: NA CSM#: NA 04-021-2-44-06-3 05-011-10000 Page 1 Page 2 Page3 Page 4 Page 5 Page6 Page? PageS Date: Index and title Data entry GeoMat mound drawings Lateral and dose tank Distribution media System maintenance specifications Management and contingency plan Pump cuwe and specifications sfemri:"ri.-_^"- -' r ^73 Page 9 Tank cross sections Page 10 Site Diagram Page 11 Soil test Page 12 Soil test Page 13 Soil test Page 14 Aerial License Number: 1859-007 Phone Number: 715-426-1775 State of Wisconsin Approval Stamp: Cwsstiw&ity OF AHO OF Designed Pureuant to the GeoMat Mound Component Manual 5W/22 SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS Pressure Distribution Component Manual Ver. 2.1 (May 2022 - 2027) Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way PO Box 7302 Madison, WI 53707 ?\ r"t •'''. / ' f "t i' / n^p|? 'I / 7 ij /'; Phone: 608-266-2112 Web: littp://dsps.wi.eov Email: dsps'izwisconsm.aov Tony Evers, Governor Dan Hereth, Secretary April 12, 2024 CUST BD NO.: 224832 MARYJOHUPPERT 25720 FEREFLY LANE WEBSTER, WI 54893 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/12/2026 MUNICIPAmY:TOWN OF GRAND VIEW BAYFIELD COUNTS SITE: DANIEL J. & MEAGAN Z. HOLMES 47485 C.T.H. D CABLE, WI 54821 GOVT. LOT 11, S26, T44N, R06W FOR: Design Wastewater Flow Value: 600 Bedrooms: 4 Limiting Factor(s): 20 inches Maintenance Required: EfQuent Filter Identification Numbers Plan Review No.: PWTS-042400644-C Application No.: DIS-032413980 SiteroNo.:SIT-128719 Please refer to all identification numbers in each correspondence with the Department. OF AND -7^; SEE Geomat Mound Component Manual - 5/18/22 Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) SITE REQUIREMENTS • A fiiU size copy of the approved plans, specifications, and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located m accordance with the approved plans, and the "Geomat Mound Component Manual forPOWTS (Version 5/18/22)". • The pressure network is to be constructed in accordance with publications "Pressure Distribution Componeut Manual for POWTS (Version 2.1); (May 2022-2027)" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)". • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. 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 '/i-inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If tfae 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 ^yith the designated county official m accordance with the provisions of See. 145.20(2)(d), Wis. Stats. • A state-approved effluent filter is required, information must be given to the owner of the periodic 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 feetperSPS 382.30 (ll)(c) j^ !c |,' ^ U |if K [,^ Wellsetbackstomeetchs.NR.811 & 812 1^ |||| mi .„_. ~- .,->.., l!ijTank Installation to follow all manufacturer's requu^ments. IJ y ^PR 1 720/4 I-' Verify property line(s) prior to installation. Pump Floats to be set and verified per the approved plan. -.;; - i Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the 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. Existing System per SPS 383.33 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 Admmistrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located iu 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 commeucement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, /"< /iA-^ys'^i<-// ^ ^ '.^ Timothy Zoromski Division of Industry Services Phone: Email: timothy.zoromski@wisconsin.gov Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 ^A.ii-3*;%.l>! ^ _ ^PA ^l.<lLi^(\Vt\f V11 ? < "-•-..'i0^^ ^^ -c •^ ^.?!aja^t. ^'it- ^\^^ ^& ^1^ j^fe!1 |y ;r i.^' Kv \. ij r'w•i 1221..-s==s,... o' i <x...... K 0 ^ ^ § ? ^- (6 "0. I"Isi ^•ft? 1 "^s^w~3 :.&.»~0•V Uv g,< jitound,anjd^t^siiire^is|?j^i|m,^^ Ati water systems be out of septic system .^y^^^^^g^^..^^^..^,^,.^^^ Residential or Commercial DesignR 400.00 1.50 2.00 107.00 20.00 0.80 80.00 ISD Required? 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/f^) Contour Length Available (ft) Cell Width (ft) 3^5_&^CT_9^5_On^ Dispersal Cell Design Loading Rate (gpd/fl2) Influent Wastewater Quality (1 or 2) 60.00J Designer Input Cell Length (ft) 60.00) Dispersal Cell Length Required (ft) y^g^^sgggg^g^^gy^ggg^ 3.25 36.21 0.50 2.00 222.00 90.00 0.156 3.00 4.55 17.58 2.33 24.96 54.04 90.25 21.54 Center or End Manifold Number of Laterals Lateral Spacing (ft) Forcemain Drainback (gal) Forcemain Filter Loss (ft) Forcemain Diameter (in) Forcemain Length (ft) Inside Pump Tank Elevation (ft) Orifice Diameter (in) (e.g. 0.25) Estimated Orifice Spacing (ft) = System Head (ft) x 1.3 Vertical Lift (ft) Friction Loss (ft) Total Dynamic Head (ft) 5x Void Volume (gal) Minimum Dose Volume (gal) System Demand (gpm) Are the laterals the highest point in the distribution | Y network? If N above, enter the elevation (ft) of the highest point. Does the forcemain drain back?! 9.75|ft2/orifice Lateral in. dia. 0.75 1.00 1.25 1.50 2.00 3.00 Diameter Selection options x x x x choice x Manifold Diameter Selection in. dia. 1.25 1.50 2.00 3.00 options x choice ~i. —I Treatment Tank Information Effluent Filter Information 1200.00J Septic Tank Capacity (gal) Wieser Concrete Products, Inc. i Manufacturer Iseepumptank [see pump jank Optional I Filter Manufacturer I Filter Model Number Dose Tank Information Dose Tank Capacity (gal) 22,24j Dose Tank _Vojyme(gal/in) Wieser^Concrete^Prodi^cts Jnc. _| Manufacturer Gallons/lnch Calculator (optionaf) Total Tank Capacity (gal) Total Working Liquid Depth (in) ] gal/in (enter result in cell DoseTankVolume) Project:DANIEL J. & MEAGON Z. HOLMES Page 2 of 14 1^!!i 1,L/^BftffuiKl^RjanSyieN^ w ; 1/1 OB:^—^:;Observation Pipe -~—~<..- ;-:-:•: K "SSssSty-fSSss&sSSSsSSsSSSSSaSsiSssSSSSSesSfSSaSSSSsESSS^^SS^SW^S.SiSiSs^^i^^R33BSS33316 WSS,•sHfffifsf/fff/fSS-SfsH.rS.'ti'i-^fSfSf/fWfSH.rS.i'ti'i-^SfSf:,;^ B ^;- -•- ^J4 A B D 6.50 60.00 4.00 390.00 10.00 ft ft in E F G 5.56 14.50 0.50 in in ft H I J 1.00 6.93 5.78 ft ft ft K Lw 7.82 75.64 19.21 (ft ) Dispersal Cell Area (gpd/ft) Linear Loading Rate 805.85 6" (ft2) Basal Area Available End of B Obs. Pipe Placement GeoMat Dispersal Area 12" ASTM C 33 sand as required for Geo Mat —]| component r- Observation Pipe i— GeoMat 109.54 Finish Grade 108.41 Lateral Invert Elevation 107.33 Dispersal Cell Elevation Distribution Cell GeoMat + 12" ASTM C-33 sand Cover Material •Slope 2.0 Contour Elevation 107.00 Forcemain In situ soil In situ soil 1 Topsoil Cap 2 f~~~~~l Subsoii Cap 3 1-^-1 ASTM C 33 sand (F) 4 (- " T-I ASTM C 33 sand (D) 5 l^_r_dl Tilled Layer 6 F~H+l—'l Geo Mat Project: See details on page 4 for number, size, and spacing of laterats. DANIEL J. & MEAGON Z. HOLMES Page 3 of 14 ' End Connection Lateral Layout Diagram fc;®A^rn^R:v^l)a!l^lue:(:»Fcl^out^lug;»:X;c;^ ^;%St:$^^;:x;^:i%|lS^Jfire ^^riSse!S:!panvyd!Mpc!^y ;taterals?forae:main^l'VGSch^OpeirSf>STable'^4.30-51 Number of Laterals Lateral Diameter Lateral Length (P) Lateral End (Z) Laterai Spacing (S) Lateral Flow Rate System Flow Rate 1.50 59.45 0.55 3.25 10.77 21.54 Orifice Diameter in Orifice Spacing (X) ft Orifices per Lateral ft Orifice Density ft Manifold Length gpm Manifold Diameter gpm Forcemain Velocity 0.156 3.10 20 9.75 3.25 1.25 2.20 APR 17 Ift ft^/orifice ft in fl/sec 4" Inlell Locking cover with warning label, locking device and water tight seat ^^j^J^inished Grade 4U; Etcclrical boxas per NEC 300andSPS3I6.2SW; -i-y—i^y " Clean out Pipe Wires From Electric source name l £SUii Boss stop and water K\ tight gasket Clearftow NSSCFF324 BHigh water alarme/i .1 Pump On Float Pump Off Float' i" Beddina under tant yi WceptuTltforant|siphon ilcvn Pump Optional o^ 4" ASTM 3034 pipe lo i cnciise fbrcen^m ontosolid ground Fumco Forcemaln diameter 2 in. Pump off elevation (ft) 90.83 Dose tank elevation (ft) 90.00 Dimension A B c D Total Inches 19.91 2.00 4.06 10.00 35.97 Gallons 442.87 44.48 90.25 222.40 800.00 Fitter Manufacturer ICtearflow Filter Model Number JNSSCFF324 Alarm Manufacturer JSJE Rhombus Alarm Model Number |AB Tank Alert Pump Manufacturer (Zoeller Company Pump Model Number Wieser Concrete Products, Inc. Capacity Volume 800.00; 22.24 Pump Must Deliver | 21.54|gpm at [___24.96jft TDH Note: Switches containing mercury may not be used in this system. Project: DANIEL J. & MEAGON Z. HOLMES gal/inch Z] Page 4 of 14 ^©eoMa^Dis(rjyutiQn''^eH':MBdta:l-^it^^ I 6.50 | Ceil Width (ft)I 1.63 ISidewall to Lateral (ft)] U Distribution Cell Cross-section Arrangements^^tM^S^^M^^^^^^^^w^^^^^m^^^^ ) moz-: 0 Distribution Pipe With Pressure Lateral Tumup Enclosure Orifice Shield Pressure Lateral GeoMat is covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 6.50 | Cell Width - A (ft) | 60.00 | Cell Length - B (ft) End Connection Lateral Layout Diagram Sand Fill Recommended Pipe Dia. Distribution Lateral Orifice Shield Approved Infiltrative Fabric •*-'! [\ GeoMat Component^ '. ' If^) KSS3dASIMC-33 Sad! • ; •I •'. ^^..^.^.^lat^i-^^Bi'^Asa^ Infiltrative Surface/Plow Layer ,Lna!•Bgam ^gsig-igttigHTRpi? Water Tirht_ 6 ,.»^ ^ RebarI/^yi Ix^U-ife-i.4 j?c/rw"?7p--T Topsoii Cap Subsoil Cap J ASTM C 33 sand (F) 3 ASTM C 33 sand (D) /•,/./../,<i Tilled Layer -Uj:B Geo Mat Project: See details on page 4 for number, size, and spacing of laterals. DANIEL J. & MEAGON Z. HOLMES Page 5 of 14 a> a' s. [£ S|i-gis s»;f1 ^11 >:m\eW.S',n!:.E'W. 8igjs|Sj8|gs5p —H""h-:--t- .-g.JltJI| Ij s9 US s ^ 9 SII B)!lu-^?.|4'*< ElLlU I ^ METERS n§s!len 0tv? =5 -•< T'~T •..>•. -Y-T-] o I v ,' M o I;-? -.1 i -• •y i o -|_4 (.1 -^1 S. I K-ft5 3>•-0-V '£• 0 Ji 3 S i ^ ?:!•••; I m ' -i:> i !.w I — i S i ! !3;; ^i.jSjq^qit ' \^% v"\~ S!f:;2i?;"^ I&;! i [ ; !;?»;,-:.! o*,j i I i J^ |S5 i Si H4—y. I ?~> \<:d I »2n^i:;l t/t!-J iM-'rf-/3-ii:SIlls 4" CAST-A-SEAL WALL: 3"3" COVER;, rMANHOLE;._24" j.D. R!SERHEIGHT: 53" O.D. 164" 0.0. WIDTHS 98" O.D.INLET; 41'* O.D.UQUID LEVEL 36" -- LBS.8,170 LBS.INLET AND OUTLET;4" CAST-A-SEAL BOOT OR CAST-A-SEAL OR JNLET AND OUTLET ANDSEE DETAtl. #W(OTHER SEE CHART) UOUID cAPAcirr: GAL^N (SEPTIC)QAL^IN (PUMP)' 8' 0" SOIL tfl I fe 3" 1 "9 g 4" VENT *<0 "5 •n ig H "^ a. LL'LjESZ "?n V PUMP PAD ARE TO OR ASTO C-1227 MN WU. ONE VENT OVER OUTLET AND WU. TWO IN OVER TANK CAN BE USED AS: OR MIXMIX (NO FOR CUSTOMER; 308 NAME; DATE BY; DATE; Bayfield County, Wl %SttiK''.i y^ft'aXt%;*;^NpRPIC>i'T<lx'.XO^» l.ME'w ^M'.v '^:!' 4/23/2024, 8:22:19 AM :-ys- Wetlands Rivers Lakes '; Approximate Parcel Boundary Bu"din9 FootPrint 2015 Road Type """""" County Town Flood Plain Boundaries Active Dec 16th, 2011 A = Areas with a 1 % annual chance of flooding and 26% chance of flooding over the life of a 30 yr. mortgage. * Building 1:2,260 0.03 0.06 0.11 mi 0.04 0.09 0.17km Bayfieid County Land Records Department Bayfield County Zoning Appiicationhttps://ma ps. bayfieidcounty.wi.gov/ZoningWAB/ 4/23/24, 8:22 AM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Today's Date: 4/23/2024 Description Updated: 10/4/2023 Tax ID: PIN; Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: Tax Districts 1 04 021 041491 001700 v» Recorded Documents 16728 04-021-2-44-06-26-3 05-011-10000 021105703000 (021) TOWN OF GRAND VIEW S26 T44N R06W N 1/2 OF PAR IN GOVT LOTS 5, 6, 7, 11, 12 & 13 IN DOC 2023R-600355 460 22.000 23.559 0 Yes (R-2) Residential-2 114 Updated: 3/15/2006 STCTE COUNT/ TOWN OF GRAND VIEW SCHL-DRUMMOND TECHNICAL COLLEGE Updated: 3/15/2006 S3 WARRANTY DEED Date Recorded: 9/6/2023 2023R-600355 63 PERSONAL REPRESENTATIVES DEED Date Recorded: 11/21/2022 2022R-597250 e3 QUIT CLAIM DEED Date Recorded: 10/23/2020 2020R-585014 83 QUIT CLAIM DEED Date Recorded: 9/26/2007 2007R-516524 979-985 B MFLTRANSFER ORDER Date Recorded: 4/27/2006 2006R-506376 943-113 S3 CONVERSION Date Recorded: 457787 226-95;618-136;781-423 83 TERMINATION OF DECEDENT'S INTEREST Date Recorded: 12/5/2005 2005R-503637 933-953 63 QUIT CLAIM DEED Date Recorded: 6/20/2000 457787 781-423 Ownership DANIEL 3 & MEGAN Z HOLMES Property Status: Current Created On: 3/15/2006 1:15:26 PM Updated: 10/4/2023 EAU CLAIRE WI Billing Address: Mailing Address: DANIEL 3 & MEGAN Z HOLMES DANIEL 3 & MEGAN Z 1703 RUST ST HOLMES EAU CLAIRE WI 54701 1703 RUST ST EAU CLAIRE WI 54701 Site Address * indicates Private Road 47485 COUNW HWY D 3 Property Assessment 2024 Assessment Detail Code Gl-RESIDENTIAL G6-PRODUCm/E FOREST 2-Year Comparison Land: Improved: Total: Property History CABLE 54821 Updated: 7/16/2013 Acres 1.000 22.000 2023 167,700 58,400 226,100 Land 112,700 55,000 2024 167,700 58,400 226,100 Imp. 58,400 0 Change 0.0% 0.0% 0.0% N/A https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=16728 1/1 Private Sewage System Maintenance Agreement Qwoer(s) Name , ^fj ["~ft-{t^f.1 Owner(s) Mailing Address :~^~> ^.jr s- n'^i^ ._.„!/v^J -A/- ^~?^ Site Address .' f^-ys -yjl^. Tax ID # P L^ Wj ^^i 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 saidprivate system at the below listed location in accordance with rules established in the Wl Adm. Code, as from tfme to time amended. (COMPLETE Legal is required) 1/4 of 1/4 Section Jownship w N. Range Q(ff w. Additional Legal Descripbon: Town of Wltt^L U^l^dL? Lot _ Block _ ._ Subdivision (Acreage) 2-2. DOCUMENT NUMBER2024R-601 S9 1 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, Wl RECORDED 01/1 6/2024 AT 2:49 PM RECORDING FEE; $30.00 PAGES: 3 ^c^^c JAN 17 2024 Baynffy 0.'. Pi3n;i;m FFM :;j;:;'.yAg-i',cy ^i7^f Recording Area Return To: Gov't Lot Planning and Zoning Department Lot CSM#Vol..Page.CSMDociF. D In-ground gravity 0 Mound D in-ground dosed Q in-ground pressure distribution Sewage System: a At-grade Sewage System D 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 operabilrty of said components. Septic Tank EflFtuentFiItei_(system types A through E): The septic tank effluent filter shall be inspected and maintained ss necessary and in accordance with manufacturer's specifications. Fitter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal_Cej!_(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 affluent from the system is ponding on the ground surface. Mounds, At-arade. 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. Ownerfs) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for inspection, pumping, hauling, or othemise 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. BayReld 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 a fall current and future owners of such.RKie)Wi't'' i7":" ~" ""-T" ""'°'" "" ~ ~"" -"~" ^ ^ " "." '"" ~ ~ """"""'""" ~"""- " ^S^6 ^ Subscribed and sworn to before me on this daf^'^..-- •" ' • ••<^j / 2_ (i o f 2 a^3 ^''r^8nc/ "1 Owner(s) Nqmq(s) - Please Printo/»j w^^ |\A^^ |-U^ b'<- Notari ier<s) - Signature(s)Notary Public 3. /Uzx^My Commission Expires: ^ '"••., /<y^^°N.4 \<^::.......-:^ --!^ c^.<~ Q Drafted U. \} &hl l^nll^^ Date: I 1-//2^/^ ^A::----^^4<yvM^'10 Z 7'/////^m'^'^vv''I. Proofed by: Li/fomis/sanrtary/seph'cmaintenceagreementRevised July 2020 The North 1/2 of a of in Government Lots 5, 6, 7, 11, 12 and 13, 26, Township 44 North,Range 6 West, in the Town of Grand View, County, Wisconsin, more particularly as follows: Beginning at the of Section 26, as the point of of the East-West,one-quarter line of 26 and the line of County Trunk Highway "D"; thence Southerly on the North-South one-quarter fine of 26, a of 1200 thence Westerly to the East-West one-quarter line of Section 26 to the of Trapper's the of Trapper's to the intersection of the of the lake and the one-quarter line of 26; thence the said line to the of beginning. AL^-— \Zl^^3 Dan Holmes ^ f^/^C^ i2-|Z-o>/'2L-3> Megan^h(olmes State of Wlscone!n Notary: before me on (^ or-., t:<^0^fl^[z^1 ^w^^?y^p'^R)/\ \ —-®— : r \^.ftu^^/^tw^'^'tUIU^' Mound System Maintenance and Operation Specifications Service Provider's Name | POWTS Regulator's Name] Design Flow- Peak | Estimated Flow - Average] Septic Tank Capacityl Soil Absorption Component Size] Type of Wastewater) Septic and Pump Tank) Effluent Filterl Pump and Controls] Alarm] Pressure System I Mound I Other! RED'S SEPTIC SERVICE Bayfield County SPIA - Zoning Department Phone Phone System Flow and Load Parameters 600 400 1200 390 Domestic gpd Maximum Influent Particle Size gpd Maximum BOD5 gal Maximum TSS ft2 Maximum FOG Maximum Fecal Coliform ~\IQ 30 30 10 10E4 Service Frequency I nspect and/or service once every 3 years | i 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 ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 715-93409412 (715)373-6138 in mg/L mg/L mg/L cfu/IOOmL 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 Synergy Systems GeoMat Mound Component Manual Version 1,2017. 2. Dispersal cell media conforms to GeoMat products approved for use with the Synergy Systems GeoMat Mound Component Manual Version 1, 2017. 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 Threaded Cleanout Plug or Ball Valve .6-8" Diameter jUawn Sprinkler 1^ Box ' Lateral Ends at Last Orifice Where Distribution Lateral ->+*Lateral Cleanout 1.6 Feet Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project:DANIEL J. & MEAGON Z. HOLMES Page 6 of 14 Mound System Management Plan ^pp ; y y ^ Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [Synergy Systems L.L.C., Geomat Mound Component Manual version 1, 2017, 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 the 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 than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic 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 the septic tank and outlet filter shall be 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, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic 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. If the contents of the tank are not removed at the time of a triennial 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 septic 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. *****No one should ever enter a septic 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. 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 compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that 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 effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/LFOG, and 104cfu/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 flushed 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 orifice clogging has occurred and if orifice 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. Continaencv Plan If the septic 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 the defective components) 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 biologicatly 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: DANIEL J. & MEAGON Z. HOLMES Page 7 of 14 BAYFIELD COUNTS SANITARY PERMIT (#04)-24^7S STATE SANITARY PERMIT OWNER: DAN & MEGAN HOLMES GOVT LOT: 5-7 & LOT: GL 11-13 BLK: 1/4 1/4 SEC: 26, T 44 N, R 6 W TOWNSHIP: Grand View SOIL TEST: 36-24 REPLACEMENT SYSTEM SYSTEM TYPE: Mound > 24 in. of suitable soil PLUMBER: Strand, Ryan MCKENZIE SLACK DATE: 5/16/2024 Authorized Issuing OfFicer CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit is based on regulations in force on the date of approval. c. The sanitary permit is valid and may be renewed for specified period. d. Changed regulations will not impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. f. The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: LICENSE: # MP 798301 Condition: System to meet all setbacks. Management plan to owner Properly maintain system per recorded agreement. Adhere to State conditions. Properly abandon the old system per SPS 383. THIS PERMIT EXPIRES 5/16/2026 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION