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HomeMy WebLinkAbout24-47S. A°2ZSE3e*3�f4¢vS c^ coAWadsuu ($1thzw)Icraapi lJCjjfq (s afiuz ae,a n4 asee sg �� !nq}(Wervi adQ�6lnrso� Eyp. soaj-rw- Juasa42MouraUJa- m �oudapeurrtaagaeu �u' lets sa4'IOU z��v �� (sJaEuAuc-3YfJJail7!?ei[170 n '�earssa�Y ' i szfs`gaa�� ci J^'ft SShLh�� fFraGaaae�-s�� �s �[ q RCYa OS aa auoqj aPaaa� t��aa t i Jnyl wd M.gG_ uae Qc:g fPPa,1j plW wdQQ:e—urdQQ_Zb J ( csjj •san- E17dQ fG—eta r 0 sa€c�!s asaa�r a vcnff.-�n. --- LL L ( f ed 11 Jai u ue ewa Th L a�Af°a�e lip iiewancu n :uoi}aactsui aye iiausa — ua adsui ue xuenn not ua aN � uru PtaE a 2n_T a� nod�t y de 6tnU0Z 01 EEUQj 81LA xe� UOqae1 itae up 40A S. 13 Request for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note f5jC Time Change fl Discrepancy fl Other f n n GE Phone Number Plumber: Fax Number Dar k f3Qn Lr S JJ Email Address Homeowner: �_ (47S Immediate Phone Number So Zoning Sanitary Dept can call you right back (if needed) Permit #: Plumber's Choice Zoning Dept (,lit I24 T[te OK No Inspection(s) during this time Date: _ J! f Z4 wi 4 (,/J OK Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Zoning Dept Time: 6;30 - mw r OK 11:00 AM Township: lrr c:-1 , t Address Road Name: `4 .i'7& "Jtt V b or Directions To Site: Comments: **Plumbers you must verify any change(s) by fax or email ** Notes from Zoning Dept: u/fortis/sanitary/requestforinspection Zoning Dept (®4/12/04); ® June 2023 ?epgnanrgr� n 'l �zp Psi �'SRIp}11.1" V Industry Services Division General Information Private Onsite Wastewater Treatment Systems ( POWTS) Inspection Report (Attach to Permit) !IA !11/...1 l rcrzunul 1W ViwGuuu yuu psuviau aaau u.. uwu w+ wwvvv ... Permit Holder's Name: ........ .. City Village Town of: DANIEL 3 & MEGAN Z HOLMES BM Description: 1703 RUST ST r EAU CLAIRE WI 54701 '(.tt I ct— T. 1 YI't MANU Al; I UKtK- I;ANAUI I Y Prop. Line Well Building Air Intake Road Septic reC 304- 9O SO N/A Dosing (C /- 6/ j N/A Aeration N/A Holding oathark M. C�Y SanitaryPe No: Q74/ i� State Plan Transaction ID#: Parcel Tax No: 16Zs Pump / Siphon Information Pump Manufa rer ce/It!2 Pump Mode)S Demand GPM Filter Manufacturer Filter Model TDH Lift Friction Loss Head Total Forcemain Length Dia Dist. To Well nisnarsal Cell Information DIMENSIONS I Width I Length #of Cells ' SETBACK FROM I3r9ne ;� r OH 6 Type of Cell 68o — Manufacturer: Model Number: Pretreatment Unit Manufacturer: Model Number: tieva➢on uala STATION BS HI FS ELEV Benchmark Bldg. Sewer Tank Inlet a(o.c{2 Tank Outlet Dose Tank Inlet Dose Tank Bottom ,y q I .qLj Inst. Contour Header/ Manifold Distribution Pipe , 7/ jot rt Infiltrative Surface 2, t0"I,(�r7 Final Grade Depth Over Depth Over Depth of Seeded I Sodded Mulched Cell Center Cell Edges Topsoil ❑ Yes ❑ No 0 Yes ❑ No COMMENTS; (Include oddiscrepancies, persons present, etc.) r u rh, ' / g114 (o, e�J /ag ( 9F G�Qt,r OIL rda 4 , — I r f1e `t /q /4 Hdu5G %t� -tin r 5 ti t nrfiSeL < W p6 w ✓a 5 G ELI�� ..t fly q, m Plan revision required? O Yes .N0 I �I � �1 3 / 3 Use other side for additionalInforma5'on. a� 0� Date POWTS Inspector's Signature License Number RanA71n ip ngi91i Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zoningCa)bayfieldcounty.wi.gov Web Site: www.baytieldcoufltv.Wi.U0V/147 DANIEL I & MEGAN Z HOLMES 1703 RUST ST EAU CLAIRE WI 54701 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 �+ `L/ As you know He ��' 7 T, G was contracted by you to install a private onsite wastewater treatment sys em on your property described as: Notes: Abandonment of Old System to meet all applicable code requirements: 1 •:• Tank was pumped by: Tank was crushed I removed and pipes disconnected by: on at AM/PM On at (AM 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. Comments: Wforms/sanitarypropedyowner-input Apri12019 / Department of Safety c°°°ty BAYFIELD (E) & Professnot Services, Perm[ umber (to be filled in by Co.) 1'Sanitary Industry S igvices Division �d APR 1 720'14 gq Sanitary Permit Application pp stater sae on Number ID= PWTS-042400644-C In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate govenunental unit is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to Project Address (if different -04ban mailing the Department of Safety and Professional Services. Personal information you provide may be used for secondary address) tJ'7 1 0 G7 (2 �y 5 "•W • •* purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. l 7 o J ,P I. Application Information — Please Print AB Information Property Owner's Name Parcel #04-021-2-45-06-36-4 DANIEL J. HOLMES Z, _ _ Property Owner's Mailing Address t703 R¼&.6+ NAs,i.g1p1z,13 Govt. Lot SE City, Star Zip Code Phone Number C r LLT 5 0 3- g- 0089 �ti 9atinn 5 T 4 N R 0 6 H. Type of Building (check all that apply) Lot # EX or 2 Family Dwelling — Number of Bedrooms 4 NA Subdivision Name NA Block# 0 Publi°/Commercial — Describe Use NA 0 City of 0 Village of ❑ State Owned — Describe Use CSM Number #1194;V781,P361 dL GRAND VIEW M. Type of POWTS Permits (Check either "New" or "Replacement" and other applicable on lice A. Check one box on lime B. Complete line CII applicable.) A. Nw Sstem Y XR lacement System ep Y Other Modification to Existing System ys ❑Additional Pretreatment Unit (explain) (explain) B. ❑ Holding Tank In -Ground ❑ At -Grade Mound ❑ Individual Site Design I ❑ Other Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner 1st Previous Permit Number and Date Issued Expiration NIC IV. Dispersavrreatment Area and Tank Information: Design Flow (gp 600 Design Soil Ap lic ' te(gpd/sf) 2.g Dispersal Area R (st) Dispersal Area Pro used (st) System Elevation 300 390 t% 107.33 FT. a5IQ)( i.( %a Capacity in Total #of Manufacturer Tank Information Gallons Gallons Units u .n o o New Tanks Existing Tanks e— m li rn a 'w "� 010 ,a t7 Septic m Holding Tank 12 1200 1 WIESER COMB X Dosing Chamber 800 800 V. Responsibility Statement- 1, the undersigned, assume risibility for Installation of the POWTS shown on the attached plans. Plumber's Name (Print) I MP/MPRS Number Business Phone Number RYAN 798301 715-558-1673 Plumber's Address (Street, City, State, Zip Code) 10571N TOWN INDUSTRIAL PARK ROAD, HAYWARD, WI 54843 VI. County/Department Use Only Approved 0 Disapproved Permit Fee Date Issued Issuing Agent Signature ❑ Owner Given Reason for Denial �ued $ � Conditions of Approval/Reasons for Disapproval 10 Vv akQ MM(,Vs 3)/Wise do sale e'nainrns. 1) Sys�;M £) Op ' t cwt' 4)A old cepdcni p.e r 3PS sea. 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) 3� a� Wiscon ofInduartmentof SaferyB Professionalservices age a_� ,' gS _ Division of Industry Services APR 1 U LOCO PS SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Codend Dept. e ounly (yty�lELl) Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. 010 Zt1 3O 1110 DO scale or dimensions, north arrow, and location and distance to nearest road. lAY. t Q Please print all information. Reviewed by ( Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Y 1 �/�IJ I . a3 . a Property Owner J. •-�^ Property Location�srtQ'�rtar ❑ I. IF,C f/ N1EAO3 4^OLA&'ES Govt Lot/ I/ '/ 'h S 24' T 51t N R o(, F /nrl W Property Owner's Mailing Address Site Address or CSM and Lot #: ho Sik'T g5 e7N• b. City, State, Zip Phone Number ❑ City ❑ Village Town I Nearest Road Eau CLAVRE. UZ 54-101 (SO3) 843-00SZ GRnxm (ncW I inN. J7 ❑ New Constmction Use;,® Residential/ Numberofbedrooms 9 Code derived designflow rate OO GPD �iReplacement ❑ Public or commercial — Describe: Flood Plan elevation If applicable ft. Parent material _ SANt)'L Q.LQkiL Tt Lt, General comments and recommendations: Mg Iq4 D Sy STtt — it." SAt.M C-33 A STM—&a,AAMI' o, S L R M b LU Boring# ❑Boring zPB Ground surface elev. R Depth to limiting factor /OLEO P �s in./elev./Oy?ft. 17 ,I Soil Soil Annl Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots I GPD/Ftr •Eft#1 'Eft#2 ( O1 7.5 3 z — l 24nsbK As es ca .t. or 2 7-2b 7.3 V 3 — 1 / As as -m 0.4 0.8 3 2L,-35 Y .5Y a 1 �z_ o.4 sime ethai Z, Boring# ❑Boring 6i'IPIt Ground surface elev./07.4ft. Depth to limiting factor ZO jinn./elev./Q�.rsft. awn Anr.l___________ Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary D/FP •Eff#2 7.5Y 3 z I 5 CS3 -Zb 3V M 4 4 OAti— ff-EfM CST Name (Please Print) Signat CST Number MARY JO HUPPERT (Hollister's Soil Testing & Deign) 224832 Address Date Evaluation Conducted I Telephone Number 25720 Firefly Lane, Webster, WI 54893 I /11- ZO23 'Effluent#1 =BOO> 30s 220mg/L and TSS>30s150mg/L • Effluent#2= SOD,s 30mg/L and TSSs 30mg/L SBD-8330 (R03/22) ����� �s�-s: � M�nsoa z.-t�o�� � �hN APR 1 8 ZUZ4 Page Zor ❑Boring Boring # Pit Ground surface elev /01, 0 Depth to limiting factor �7 in. / eIev!°y'/ R Hayfield Co. Zoning Dept Z.zs�. Soil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Cr. Sr Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 •Eff#2 D -s 7S)'/24- f ds C9 3s D'& D• 8 Z S -z7 7.$1g 3/4 - 2F5bK 4s as 0.10 0.8 3 zi,C sv '+ Fd sv m s� r - - e.z t4 s ❑ Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Aoo�ate I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sr Sh. Consistence Boundary Roots GPO/Ft' 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I elev._ft. Soil Anoficatlon Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ff •E1F#1 •Eff#2 Effluent#1=BOO' 309220mg/L and TSS >30s150mgIL • Ef0uent#2= DOD, 530 mg/L and TSSs 30mg/L zSJg . m i'7g47cyy2., SSkLf S rz*' pA zz mo/-I/O sro 9o-hh-z—rzo-4o •r1snisi1fVrfo7 cri3UAbCJ. tIY13UI 4!daogppeq= �f ✓ i0 fV!loy '(\49 tJhh� °175 J/ .jnp :uogduasa()fe5a7 (pa;ou aiagenida3xa) ii 0b = �T dad Gwu ; ' z N0?VSIN t L 7�f fV a3NMO Al2)3dOad ( ddd hJO SF d l i� �� 7 a ueld 101d 4 z 3 CD a U) CD VA INDEX AND TITLE PAGE All water treatment systems shall be kept out of septic ≤ 7 2024 Zoning Dept. Project Name: DANIEL J. & MEAGON Z. HOLMES Owner's Name: (SAME) Owners Address: 1703 RUST STREET EAU CLAIRE, WI 54701 propenyinTo .— Property Address: 47485 C.T.H. D CABLE, WI 54821 Legal Description: S 26 T 44 N R 6 W Township Grandview County: Bayfield Subdivision Name: GOVT. LOT 11 Lot Number: NA Block Number: NA CSM#: NA Parcel I.D. Number: 04-021-2-44-06-3 05-011-10000 Plan Transaction No.: Index Pages Page 1 Index and title Page 9 Tank cross sections Page 2 Data entry Page 10 Site Diagram Page 3 GeoMat mound drawings Page 11 Soil test Page 4 Lateral and dose tank Page 12 Soil test Page 5 Distribution media Page 13 Soil test Page 6 System maintenance specifications Page 14 Aerial Page 7 Management and contingency plan Page 8 Pump curve and specifications Date: Signatl Design License Number: Phone Number: 1859-007 715-426-1775 State of Wisconsin Approval Stamp: Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES Designed Pursuant to the GeoMat Mound Component Manual 5/18/22 SEE CORRESPONDENCE SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) and Pressure Distribution Component Manual Ver. 2.1 (May 2022 - 2027) Page 1 of 14 Wisconsin Department of Safety and Professional Services u tci Division of Industry Services e t D (CII tf LC 4822 Madison Yards Way PO Box7302 p3 APR 177024 Madison, WI 53707 Bayfield Co. Zoning Dept. April 12,2024 CUST ID NO.: 224832 MARY JO HUPPERT 25720 FIREFLY LANE WEBSTER, WI 54893 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/12/2026 MUNICIPALITY: TOWN OF GRAND VIEW BAYFIELD COUNTY SITE: DANIEL J. & MEAGAN Z. HOLMES 47485 C.T.H. D CABLE, WI 54821 GOVT. LOT 11, 526, T44N, R06W FOR: Design Wastewater Flow Value: 600 Bedrooms: 4 Limiting Factor(s): 20 inches Maintenance Required: Effluent Filter Phone: 608-266-2112 Web: htto://dsos.wi.eov Email: dsps(t wisconsin.eov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-042400644-C Application No.: DIS-032413980 Site ID No.: SIT -128719 Please refer to all identification numbers in each correspondence with the Department. Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE Geomat Mound Component Manual - 5/18/22 Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) • A full size copy of the approved plans, specifications, and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and the "Geomat Mound Component Manual for POWTS (Version 5/18/22)". • The pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027)" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)". • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. 0 Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a'/. -inch wire, the site is too wet to prepare. �n N • If it crumbles, site preparation can proceed. lithe site is too wet to prepare, do not proceed until it dries. Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Scats. • A state -approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • hisulate building sewer beyond 30 feet per SPS 382.30 (1 1)(c) • Well setbacks to meet chs. NR 811 & 812 tr LS leJ • Tank Installation to follow all manufacturer's requirements. APR 172024 • Verify property line(s) prior to installation. Bayfield Co. Zoning Dept. • Pump Floats to be set and verified per the approved plan. • 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. • Abandon 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 6 SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 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, Timothy Zoromski Division of Industry Services Phone: Email: tnnothy.zoromski@wisconsin.gov Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 .5'roTrv9 poE boo, gcair' J+cv \� o aao� araa 3l�nrh= e�Z ss Yid 'Anvl a"-3 \ � monvav _ r oLsu i g\ g vwa a _�, h �Cr' a- 0) _ cs ii: 5.avvif OP' ZZ ;td aotppeq = 1_.1 (palou auagt& daoxa) '1A OP = of h t= d l coo/ -I/O -So -qo ,-z-2Q- 'rns10ic m Man -v NNQi rn)g?! jJj j firs •11 Tog :uo!duasao teSal 58W7 O • Z WQ VSW Ida(] 6wuoZ 03 ploOL9 1 i'ZUZL L ddV Jjueld fold kW3dOBd Mound and Pressure Distribution Component Design Design Worksheet All water shall be kept out of ;ite Information D R Residential or Commercial Design ON ISD Required? 400.00 Estimated Wastewater Flow (gpd) APR 1 72024 1.50 Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) 2.00 Site Slope (%) Bayfield Co. Zoning Dept. 107.00 Installation Contour Line Elevation (ft) III 20.00 Depth to Limiting Factor (in) 0.80 In -situ Soil Application Rate (gpd/ft2) 80.00 Contour Length Available (ft) Distribu ion Celf'lrifomiatlon 6 50 Cell Width (ft) 3.25, 6.5 or 9.75 Only 60.00 Designer Input Cell Length (ft) 2.00 Dispersal Cell Design Loading Rate (gpd/ft2) 60.00 Dispersal Cell Length Required (ft) 2 Influent Wastewater Quality (1 or 2) Pressure Distribution Information 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) Diameter Se ction Lateral Diameter Selection in. dia. options choice 0.75 1.00 1.25 x 1.50 x x 2.00 x 3.00 x Are the laterals the highest pint in the distribution I Y I network? If N above, enter the elevation ft of the highest point. Does the frcemain drain back? 9.75 ft'/orifice Manifold Diameter Selection in. dia. options choice 1.25 x x 1.50 2.00 3.00 Manufacturer Information Treatment Tank Information Effluent Filter Information Optional 1200.001 Septic Tank Capacity (gal) see pump tank Filter Manufacturer Wieser Concrete Products, Inc. IManulacturer see pump tank Filter Model Number Dose Tank Information Gallonsllnch Calculator (optional) 800.00 Dose Tank Capacity (gal) Total Tank Capacity (gal) 22.24 Dose Tank Volume al/in) Total Working Liquid Depth (in) Wieser Concrete Products, Inc. IManufacturer gal/in (enter result in cell DoseTankVolume) Project: DANIEL J. & MEAGON Z. HOLMES Page 2 of 14 Mound Plan View [i? HW f 2024 L Mound Component Dimensions A 6.50 ft B 60.00 ft D 4.00 in El 5.561n F I 14.50 in G 0.50 ft 390.00 (1 12) Dispersal Cell Area 10.00 (gpd/ft) Linear Loading Rate Mound Cross Section View H 1.00 ft I 6.93 ft J 5.78 ft K L W 7.8211 75.64 ft 19.21 ft 805.85 (ft&) Basal Area Available 6" End of B Obs. Pipe Placement GeoMat Dispersal Area Observation Pipe 12" ASTM C 33 sand as GeoMat required for Geo Mat Distribution Cell component 6 GeoMat+12 ASTM C-33 sand 109.54 Finish Grade —� �j . Cover Material 108.41 Lateral Invert Elevation i 3❑'•'•'• !i . 107.33 Dispersal Cell : 4 : Slope 2.0 Elevation ' Tilled Area Contour Elevation 107.00 Forcemain In situ soil In situ soil Shading Key Ii Topsoil Cap 2 Q Subsoil Cap 31 I ASTM C 33 sand (F) 4 lI ASTM C 33 sand (D) 5 I I Tilled Layer 6 I rlt I Geo Mat See details on page 4 for number, size, and spacing of laterals. Project: DANIEL J. & MEAGON Z. HOLMES Page 3 of 14 End Connection Lateral Layout Diagram 1st orifice located at Z orifices point down_ P 1 Laterals & force main of PVC Sch 40 per SPS Table Number of Laterals 2 Lateral Diameter 1.50 in Lateral Length (P) 59.45 ft Lateral End (Z) 0.55 ft Lateral Spacing (S) 3.25 ft Lateral Flow Rate 10.77 gpm System Flow Rate 21.54 gpm Orifice Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity locking cover wilts waming label. locking device and water tight scat 4• vented Cover Electrical box Clean out Pipe Optional ball vve O Wires From Electric source j l — ` toTomrols or Clearfiow NSSCFF324 Boss stop I 4" ASEM 30 and water c.c forcer tight gasket ... .��lr d gmnnd APR 172024 Bayfield Co. Zoning Dept Foreemain diameter 2 in. Pump On Floan� C) 4 Pump off elevation (h) Pump oil Float Pump F 90.83 nl k _ Dose tank elevation (e) 90.00 Dimension Inches Gallons A 19.91 442.87 B 2.00 44.48 C 4.06 90.25 D 10.00 222.40 Total 35.97 800.00 Filter Manufacturer Clearfiow Filter Model Number NSSCFF324 Alarm Manufacturer SJE Rhombus Alarm Model Number AB Tank Alert Pump Manufacturer Zoeller Company Pump Model Number 152 Wieser Concrete Products, Inc. Capacity 800.00 Volume 22.24 Pump Must Deliver I 21.54 gpm at 24.96 ft TDH Note: Switches containing mercury may not be used in this system galfinch Project: DANIEL J. & MEAGON Z. HOLMES Page 4 of 14 GeoMat Distribution Cell Media Layout dYi� 6.50 Cell Width (ft) I 1.63 ISidewall to Lateral (ft)[b V L! V E D Distribution Cell Cross-section Arrangements APR 172024 Pc>' _ Bayfield Co. Zoning Dept. Component Legend C Distribution Pipe With Pressure Lateral L.J Orifice Shield • Tumup Enclosure — — — — — Pressure Lateral GeoMat is covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 6.50 ICell Width - A (ft) I 60.00 ICell Length - B (ft) End Connection Lateral Layout Diagram Typii1DispersafCe1l Sand Fill Recommended Distribution Lateral a 2 Orifice Shield Pipe Dia. Approved Infiltrative Fabric It— -J•.• GeoMat Component C _ � �ddemYA4fN _33 tae_•_•.'. Infiltrative Surface/Plow Layer � tnmeFWor Observation Pipes • Shading Key warerriahr \ �l J 0 Topsoil Cap ToileteaNe a'Min - 2 I I Subsoil Cap Wr r 3 II ASTM C 33 sand (F) .lot. 4 0 ASTM C 33 sand (D) 1•Min - Install at M/Geo t Min S II Tilled Layer 6 r 6 I I Geo Mat B' Min Dia �ICItRl7.OSEf00 _ � + Z'ASlNGJlmdedeGm�+ + 4 l See details on page 4 for number, size, and spacing of laterals. Project: DANIEL J. & MEAGON Z. 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LINOlOvd i1fSN00 3LflNIr1 aid M01( Olf Opi 091 J-- tr rn no ov 0L 4i4n '1J 0£r I T- '� r 1 } +£ i :S !4t h► toZ 16[r. Itd2 �n._ s t S <lal': tcrr staNl 'N):t '-claw lam! £G1 iSl 130(P I----_-..__ _ £5l/Z5l 13Q0N OMtu In ai" 9aa bu!uoz -03 plauAea 3P fl3 )li0VdV0 Od3H I,1P'AldcL/CVJI OIIY'v:AQ it'14t V701ddV fill Ii ihu151a 164' 4" CAST -A -SEAL 1111 4" a FILTER OR BAFFLE O WLP1200/800-MR TANK SPECIFICATIONS DIMENSIONS: WALL: 3' BOTTOM: 3" COVER: 8" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 53* O.D. LENGTH: 164" O.D. WIDTH: 96" O.D. 4' CAST -A -SEAL BELOW INLET: 41" O.O. LIQUID LEVEL. 36" WEIGHT: BOTTOM 12,000 LBS. COVER 8,170 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET, CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL j10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 2333.46 .24 GALAN (SE TI ) LOADING DESIGN: 8' 0" UNSATURATED SOIL MN TANKS: TOP v1EWWILL HAVE ONE VENT OVER OUTLET AND WILL HAVE TWO VENTS IN COVER OVER INLET TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP OR SEPTIC/SIPHON mis 4" VENT COVER: MIX DESIGN a TANK: MIX DESIGN 09(SBE (SMALL FIBER) r ______________________ CUSTOMIZED TANKS: R FOR CUSTOM TANKS CONTACT WIESER CONCRETE INLa DU T N • "F U � • M " of • ______ ____ ___P° 3" � v � 'aI - JOB INFORMATION: PUMP PAD CUSTOMER: pot ]06 NAME: SIDE VIEW DATE NEEDED: APPROVED BY: APPROVAL DATE: TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS Bayfield County, WI 4/23/2024, 8:22:19 AM Wetlands Rivers Lakes Approximate Parcel Boundary Road Type County 1:2,260 Town 0 0.03 0.06 0.11 mi Flood Plain Boundaries Active Dec 16th, 2011 0 0.04 0.09 0.17 km • A = Areas with a 1% annual chance of flooding and 26% chance of flooding over the life of a 30 yr. mortgage. esyri Id County Land Records oeperanent Building Footprint 2015 Building eeytleld County Zoning Appll®Uon appsllmapsbayreIwuntyvn.gm'2aning WAS) 4/23/24, 8:22 AM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 4/23/2024 Created On: 3/15/2006 1:15:26 PM S Description Updated: 10/4/2023 Tax ID: 16728 PIN: 04-021-2-44-06-26-3 05-011-10000 Legacy PIN: 021105703000 Map ID: Municipality: (021) TOWN OF GRAND VIEW STR: S26 T44N R06W Description: N 1/2 OF PAR IN GOVT LOTS 5, 6, 7, 11, 12 & 13 IN DOC 2023R-600355 460 Recorded Acres: 22.000 Calculated Acres: 23.559 Lottery Claims: 0 First Dollar: Yes Zoning: (R-2) Residential -2 ESN: 114 11 Tax Districts Updated: 3/15/2006 1 STATE 04 COUNTY 021 TOWN OF GRAND VIEW 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE Ownership Updated: 10/4/2023 DANIEL J & MEGAN Z HOLMES EAU CLAIRE WI Billing Address: Mailing Address: DANIEL J & MEGAN Z HOLMES DANIEL J & MEGAN Z 1703 RUST ST HOLMES EAU CLAIRE WI 54701 1703 RUST ST EAU CLAIRE WI 54701 11 Site Address * indicates Private Road 47485 COUNTY HWY D CABLE 54821 ® Property Assessment Updated: 7/16/2013 2024 Assessment Detail Code Acres Land Imp. G1 -RESIDENTIAL 1.000 112,700 58,400 G6 -PRODUCTIVE FOREST 22.000 55,000 0 2 -Year Comparison 2023 2024 Change Land: 167,700 167,700 0.0% Improved: 58,400 58,400 0.0% Total: 226,100 226,100 0.0% 4 Recorded Documents Updated: 3/15/2006 ® WARRANTY DEED r� Property History Date Recorded: 9/6/2023 2023R-600355 N/A © PERSONAL REPRESENTATIVES DEED Date Recorded: 11/21/2022 2022R-597250 a QUIT CLAIM DEED Date Recorded: 10/23/2020 2020R-585014 ® QUIT CLAIM DEED Date Recorded: 9/26/2007 2007R-516524 979-985 D MFL TRANSFER ORDER Date Recorded: 4/27/2006 2006R-506376 943-113 © CONVERSION Date Recorded: 457787 226-95;618-136;781-423 ® TERMINATION OF DECEDENT'S INTEREST Date Recorded: 12/5/2005 2005R-503637 933-953 ® QUIT CLAIM DEED Date Recorded: 6/20/2000 457787 781-423 https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=16728 1/1 1/16/24, 12:28 PM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 1/16/2024 Created On: 3/15/2006 1:15:26 PM lid Description Updated: 10/4/2023 Ownership Tax ID: 16728 PIN: 04-021-2-44-06-26-3 05-011-10000 Legacy PIN: 021105703000 Map ID: Municipality: (021) TOWN OF GRAND VIEW STR: 526 T44N R06W Description: N 1/2 OF PAR IN GOVT LOTS 5, 6, 7, 11, 12 & 13 IN DOC 2023R-600355 460 Recorded Acres: 22.000 Calculated Acres: 23.559 Lottery Claims: 0 First Dollar: Yes Zoning: (R-2) Residential -2 ESN: 114 I Tax Districts Updated: 3/15/2006 1 STATE 04 COUNTY 021 TOWN OF GRAND VIEW 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE DANIEL J & MEGAN Z HOLMES Updated: 10/4/2023 EAU CLAIRE WI Billing Address: Mailing Address: DANIEL J & MEGAN Z HOLMES DANIEL J & MEGAN Z 1703 RUST ST HOLMES EAU CLAIRE WI 54701 1703 RUST ST EAU CLAIRE WI 54701 P Site Address * indicates Private Road 47485 COUNTY HWY D CABLE 54821 ® Property Assessment Updated: 7/16/2013 2023 Assessment Detail Code Acres Land Imp. Cl-RESIDENTIAL 1.000 112,700 58,400 G6 -PRODUCTIVE FOREST 22.000 55,000 0 2 -Year Comparison 2022 2023 Change Land: 167,700 167,700 0.0% Improved: 58,400 58,400 0.0% Total: 226,100 226,100 0.0% Recorded Documents Updated: 3/15/2006 0 WARRANTY DEED ' < Property History Date Recorded: 9/6/2023 2023R-600355 N/A a PERSONAL REPRESENTATIVES DEED Date Recorded: 11/21/2022 2022R-597250 O QUIT CLAIM DEED Date Recorded: 10/23/2020 2020R-585014 O QUIT CLAIM DEED Date Recorded: 9/26/2007 2007R-516524 979-985 O MFL TRANSFER ORDER Date Recorded: 4/27/2006 2006R-506376 943-113 O CONVERSION Date Recorded: 457787 226-95;618-136;781-423 O TERMINATION OF DECEDENTS INTEREST Date Recorded: 12/5/2005 2005R-503637 933-953 0 QUIT CLAIM DEED Date Recorded: 6/20/2000 457787 781-423 https://novus.bayfieldcounty.wi.gov/access/master.asp 1/1