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HomeMy WebLinkAbout26-55SR r Department of Safety County BAYFIELD & Professional Services, Sanitary PermitNumber (to be filled in by Co.) 27 2026 c,c Industry Services Division S a�-5S ga eldCO. SS -o013 pWnnigg mr! ry ermit Application state Transaction Number In accordance with SPS 383221(2), Wits. Adm. Code, submission of this form to the appropriate governmental unit NA is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, 5.15.04(1)(m), Stats. CLUB LAKE ROAD I. Application Information — Please Print MI Information Property Owner's Name ENTERED Parcel # JOSEPH GARIBALD & JENNIFER NITCHEY TAX ID: 16310 Property Owner's Mailing Address 479 25 1/2 AVNUE Govt. Lot NA City, State I Zip Code Phone Number GRANTSBURG, WI 54829 763-567-8737 -— '/., Section 18 T 44 N R 05 w IL Type of Buidmg (check all that apply) Lot # or2 Family Dwelling— Number of Bedrooms 3 NA Subdivision Name B k# I NA Public/Commercial — Describe Use NA ❑ Cityof 0 State Owned — Describe Use CSM Number ❑ Village of NA y w GRAND VIEW III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C i applicable.) A. Replacement System X �w System Y Other Modification to Existing System Additional Pretreatment Unit (explain) (explain) B. Holding Tank X In -Ground (GEOMAT) At- Mound Individual Site Other Type (conventional) Grade I Design (explain) C. I Renewal Before 1 Revision Change of Plumber Transfer to New Owner ist Previous Permit Number and Date Issued Expiration IV. DispersallTreatment Area and Tank Information: Design Flow(gpd) Design Soil Application Rate(gpd/st) I Dispersal Area Required (sf) I Dispersal Area Proposed (sf) I System Elevation 450 2.0 225 243,75 95.47 FT. Capacityin Total #of Manufacturer Tank Information Gallons Gallons Units B o d o New Tanks ExistingTanks in V tL a. U m to ii. Septic or Holding Tank 1000 000 1 WIESER COMB x Dosing Chamber 650 650 V. Responsibility Statement— I, the undersigned, assume sibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's SiI MP/MPRS Number I Business Phone Number RYAN STRAND 798301 715-558-1673 Plumber's Address (S City, State, Zip Code 1057N TO DUSTRIAL PARK ROAD, YWARD, WI 54843 VI. Countyjflepartaient Use Only Approv O Disapproved Permit Fee $41W) Issued r Issuing Agent ignattne ❑ Owner Given Reason for Denial _ 6 a s (,t Concitions of Approval/Reasons for Disapproval yy(ys L Attach to complete plans for the system and submit to the County only on paper not less than 81/2 s It inches in size SBD-6398 (R. 03/22) ��o1 c' A44v /7AW1) ©-►%OV Ue Wisconsin Departmentof Safetyand Professional Services pp"b0 @IL TEST # Page of Division of Industry Services S1�. Sp: SOIL EVALUATION REPORT �fb'o2� OV t ,J �c�EiVED In accordance with SPS 385, Wis. Adm. Code County BAYFIELD Attach complete site 8 1/2 x 11 inches in size. Plan must include, Parcel I.D. but not limited to: verticalllhA�d'MMhonzontal reference point (BM), direction and percent slope. .r4k b 16310 scale or dimensions, north arroaw. as -lacation and distance to nearest road. B „RJdan11`Pbrrint all Information. we Dajt prie' Personal information you providevmay be used for secondary purposes (Privaq Law, s. 15. I 04(1)(m)). Property Owner II Property Location O ❑ SOk G xxt b rz��, -Se v, n . ce r fJS +Ae ovt. Lot SE Y. S(J Y. S � f3 T 4t.) N R 5' E (or)S Property Owner's Mailing Address Site Address or CSM and Lot #: (n9 ZS %z Ave tloC 2o2SR-6OT78O )US 3134cc City I State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road Gnttbertav, ct W ( S99Z- I(567 737rn'dyej.j S E o✓l hub c41& P -J NewConstructionUse: Residential/Numberofbedrooms 3 Code derived designflow rate 4SOGPD ❑ Replacement O Public or commercial — Describe: Flood Plan elevation if applicable 4 ft. ENTEi1E0_ Parent material al�e j x-:11 General comments and recommendations: ,t 50• Molsvtd SySlem ov- &yoke -A MO;v1CL IF Boring# ❑Boring 96.87 LI1'r 93.45 f Pit Ground surface elev. R. Depth to limiting factor in. I elev. ft. •� SPA n O S y• Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPO/Ft' Eff#1 'Eff#2 I o- `7.S 1. aL r S:I ZM 1- Me W 0FC ,6 .8 z 6 - tri _ 5: I 2rrts b fc " u zu&C . 6 , S 41 -54 5 r 4 9 Lid, s a S c1 I wtsbl< -� NP.L sr .3 2 Boring # ❑Boring 9b•0 f 93.48 ' JPit Ground surface elev. ft. Depth to limiting factor Ho in. I elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft' 'Eff#1 Eff#2 1 o -b 7.5 r 3a 'I zM t- Phut -t) 2u( G I 7- -I1 „ 4/v — 5:) Zrv,s bk. ' 1, z_PC '6 •0 3 i1 -'4P " v 3 S: l " tf 10F•F ,y • 3 4 4D-49 Syr 4 ct 1S._5/ Sicl lP,sbtc M4r — — DP.2 Alp.1 CST Name MERTON MAKI Signatureej_ CST Number 224901 Address 10869N SMITH COURT HAYWARD, WI 54843 I Date Evaluation Conducted 5- IL -2 -(a - Telephone Number (715) 634-8719 Effluent #1 = BOD > 30 5 220 mglL and TSS > 30 5150 mglL • Effluent #2 = BOD, 5 30 mg/L and TSS 530 mglL SBD•8330 (R04121) I 5 I Boring # Page _ or ❑ Boring Z 39 (1 ® Pit Ground surface elev. ft. Depth to limiting factor in. / elev.9 3'7 Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 'E##1 Eff#2 o-�o 7.5r 37- °— .Z r MUfr9& zvc.C •6 •9 2- —( Y 5;1 2n156 h q uF •a •Pi 3 (_39 3 s,I IvF4 r, Cf -SO r 4 4 Gam. s 5' al �tns6 M�' — O •L .3 Ci Boring # ❑ Boring ❑ Pit Ground surface elev. It. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPDIFt2 Eff#1 Eff#2 (co = LfS - `f SO iC'e u r pI r fo& th M O v Z e 4r r,' e_c1 r1 fsp 6cc I4d d s - tip,- f000 0 : L h ❑ Boring # ❑ Boring ❑ Pit Ground surface elev.ft. Depth to limiting factor in. / elev.ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/F1' •Eff#1 Eff#2 Effluent #1 = BOD>30 30 5 220 mg/L and TSS > 30 5150 mg/I. RECEIVED MAY 152026 Bayfeld Co. Planning and Zoning Agency Effluent #2 = BOD, S 30 mg/I. and TSS 5 30 mg/L se1h G4d 14-19 ZS1% kucc Cumbe,lc,,(`, Lc9I 5"!1(' DZIp _3- s(,-1-8-13-( lobi LPL aLzYelcl Co. 6rr&tid ie e Twp irxx .itb (,3( sE/5w X187-L-IYrJ (2.oStc ,Ct1L c. c.. 5 2 o- Club La\Le_ ltd AO fl4i i, r a WOVE J up �Or�l�?. �.0e DR P00�kO4t A 4L, -B7' ij Ul, L �Ir� f) L. a.81' I'A {pug a h a S o; 3. qc7z' Tzsf Are—, or'tl I ,(050.15 ± n -c c- Moo.-I,d re1ui red Plbr-to selec ruoiAd elcu. RECEIVED " AoJHd t.-I$e lr cm&-, L7se Gea _ M&4 MAY 152026 Bayfield Co. Planning and Zoning Agency / 7 z Ner*or M& Mew }-1tP-; CSY '2-u"l GO I 5- Lz- a foci #3 1 3NIoo �Y 'go Aa►- ro s�.lt 4 Lt 5 Lb t 1-c b — �h AtiaBV Buiu°Z We Guryueld .06 PIa1RE °" sznz c i. F G; �•�� �= l� 000 i Sh9h — zL'7b �-� --L= Lrb E C I Gm� IP _ j )8,9b Lg'�b Q \A0,i.'�P) t ?flowd i 47'Ia50f-JcIld r Z aLo j' N / 'T I O Y 29 _s� INDEX AND TITLE PAGE All Water Treatment Systems To Be Removed From System ,r Info Project Name: JOSEPH GARIBALD & JENNIFER NITCHEY Owners Name: (SAME) Owners Address: - 479 25 1/2 AVENUE CUMBERLAND, WI 54829 Property Info Property Address: CLUB LAKE ROAD Legal Description: Township Subdivision Name: Lot Number: Parcel I.D. Number. Plan Transaction No.: Index Pages SE SW S 18 Grandview T 44 N R 5 W County: Bayfield NA Block Number: NA 16310 (TAX IDJ Page 1 Index and title Page 2 Data entry Page 3 GeoMat dist. cell drawings & calculations Page 4 Lateral and cell cross section Page 5 Management & contingency Page 6 Maintenance & specifications Page 7 Tank cross sections Page 8 Distribution media MARY JO HUPPERT Date: RECEIVED MAY 27202.6 CSM#. NA Page 9 Plot plan Page 10 Filter specifications Page 11 Sell -test 1MK 5PEcs Page 12 Soil test ya1Etc sits Page 13 Seil-test at, DcTA Page 14 Soil test pg 1 Page 15 Soil test pg 2 Page 16 Soil test pg 3 bVI SiCiF� .A'rrAe4MtEts : fI L, •TA License Number: 1859-007 Phone Number: 715-426-1775 Designed Pursuant to the In Ground Component Manual April 2019 Version Page 1 of 16 Bayfield Co. Planning and Zoning Agency In Ground and Dosing Distribution Component Design Design Worksheet All N/aler Treatment Systems To Be Removed From System Site Information R Residential or Commercial Design [N ISD Required? 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 0.00 Site Slope (%) 95.47 Prop. System Elevation (ft) Sand & Native soil Contour 39.00 Depth to Limiting Factor (in) 0.80 In -situ Soil Application Rate (gpd/ff) 6.72 Lowest Original Grade Ele. In System Area (ft) 96.87 Highest Original Grade Ele. In System Area (ft) 93.47 Limiting Factor Elevation (ft) -0.10 Depth Below Grade ylstnbtrnon tell information - - - 3.25 Cell Width (ft) I1 Number of Cells 2.00 Dispersal Cell Design Loading Rate (gpd/fe) 2 Influent Wastewater Quality (1 or 2) Distribution Informatio Center or End Manifold, Dist. Box or Drop Box Number of Laterals System dosed I Y Lateral Spacing (ft) Forcemain Drainback (gal) Does the forcemain drain back? I Y Forcemain Filter Loss (ft) Forcemain Diameter (in) Forcemain Length (ft) Inside Pump Tank Elevation (ft) System Head (ft) x 1.3 Vertical Lift (ft) Friction Loss (ft) Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm) Minimum Dose Volume (gal) System Demand (gpm) 8nufacturer Information Treatment Tank Information Effluent Filter Information 1000.001 Septic Tank Capacity gal) Orenco Systems Filter Manufacturer Wieser Concrete Products, Inc. IManufacturer 4" FTSO436-28, Filter Model Number Dose Tank Information Gallons/Inch Calculator (optional) 650.00 Dose Tank Capacity (gal) Total Tank Capacity (gal) 17.00 Dose Tank Volume (gal/in) Total Working Liquid Depth (in) Wieser Concrete Products, Inc. IManufacturer gal/in (enter result in cell DoseTankVolume) Project JOSEPH GARIBALDI & JENNIFER NITCHEY Page 2 of 16 RECEIVED MAY 272026 Bayfield Co. planning and Zoning Agency In Ground Plan View 11 - cC©1111 cOieo1at Calculations I 2.17 ft K 1ft S 0.00 ft A 3.25 B 75 L 77 W 7.59 Basal Area Calculation GPD Loading Rate 450 0.8 gausq ft/day Totalj 562.5 ft' Number of Cells I 1 Cell Length 75.00 Min. Cell Length 69.2 Cell Spacing 0.00 Basal Area Required 562.5 Basal Area Proposed 569.25 ftz ft2 Lineal Feet of GeoMat Required 69.2 Lineal Feet of GeoMat Proposed 75 NOTE: Mn S dinlepsionn = 1' ftJ0V.4�.CA 14 \ LL.4�'•Li^� �a¢ ft ft 2'Min System Elevation 95.47 Limiting Factor 93.47 Separation 2 Directions: Play with cell length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is wide. It must also Satisfy basal loading rate and GeoMat cell loading rate. Project JOSEPH GARIBALDI & JENNIFER NITCHEY Page 3 of 16 RECEIVED MAY 2.7 Z026 Bayfield Co. Planning and Zoning Agency End Connection Lateral Layout Diagram Hole spacing is every 12" , 1/2" hole at 4 & 8 O'clock, starting 4 O'clock 6" from end and 8 O'dock Hates at 12" from end. 4" Perforated pipe may be used. Pipe Length = GeoMat Length Lateral Spacing 0-00 tt Pipe Diameter ®in Distribution Cell Cross Section Finished Gmdc r.: Ditmblmoa I.'' - 12 -42 aeetre �trRta -0.1 ft — SmdCbraieeammeoded ` .. ,. 4" in —► FipCDi, . ' - uiv Frt4oe Top ofgeomat tobeat or -- - - GE0MAT below original grade I I I 2"ASTM 33 Em III , I r 1 I Cmpormt H151a+tive Ser5ce ______kTJSL- 1ll - 'nvtmRFox 39in _y —_---- __— Observation Pipes RECE1VEt Mai 2-1 2o2G Bayfietd Co. Planning and Zoning AgenCJ 12" Min. 42" Max. 95.47 Project: JOSEPH GARIBALDI & JENNIFER NITCHEY Page 4 of 16 Notes/ Maintenance Requirements MANAGEMENT PLAN This private onsite wastewater (POWTS) has been designed, and is to be installed and maintained in accordance with SPS 383, WIs. Admin. Code, the in -Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-1 0705-P (N.01/01). GeoMat in ground Component manual April 2019 Version. 1. This POWTS has been designed to accommodate a maximum daily flow of 45QiQons of wastewater per day. The quality of influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following. A monthly average of 30 mg/L fats, oil and grease A monthly average of 220 mg/L BOD5 A monthly avenge of 150 mg/L TSS Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement standards and preventative action limits specified in ch. NR 140Tables 1 & 2 at a point of standards application, except as provided in DSPS 383.03 (4). Wis Admin. Code. 2. The owner of this POWTS is responsible for system operation and maintenance. 3. Defects or malfunctions identified during maintenance described above shall be repaired in conformance with SPS383 Wis. Admin. Code, and the pertaining county Private Sewage Systems Ordinance. The users manual, provided to the owner of the POWTS includes the names and telephone numbers of the properly licensed individuals to contact for such repairs. 5. No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept. of Commerce in accordance with SPS. 384, Wis, Admin. Code. 6. If the POWTS is replaced, or its use discontinued, it shall be abandoned in accordance with SPS 383.33, Wis. Admin. Code. NOTES Two Effluent Filters to be installed where possible 1 to be installed in ST, and or 1 in pump tank in order to insure particle size less than or equal to 118. Filters should be cleaned once in spring, and once in fall. Also, strainers in sinks in the building shall be maintained, so that solids and fats are minimized to flow into system. A minimum of 2 observation pipes per cell shall be Installed. These pipes shall be located approximately at the end of each cell. The plumber, or county shall see to it that a copy of these plans including this page, maintenance folder, and maintenance agreement is given to the homeowner. This system may contain a dose chamber. If a pump, float, electrical outage causes the dose tank to fill, the homeowner should see to it that the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage. Contact a pumper or your installer if this problem occurs. The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. I.E. spread laundry out over time, not 6 loads in 2 hours, while everybody showers, and uses the toilet, ETC. CONTINGENCY PLAN FOR COMPONENT FAILURE A. Septic Tank. Any structural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component. Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water- tight. B. Outlet Filter. The outlet filter shall be replaced or repaired when It is either no longer capable of preventing the discharge of particles larger than 1 /8 inch or when it has become permanently degraded by dogging so as to interfere with the design flow out of the septic tank. C. Dosing chamber and pump. The dosing chamber shall be replaced If any structural failure is found. Leaks in joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water -tight. The pump and controls shall be replaced when they are no longer capable of functioning according to the design plan. D. Pressure Distribution Piping. Partial clogging of the distribution network may result in unduly long dosing cycles. The ends of the distribution laterals may be exposed and the threaded end caps removed. The piping can be disconnected on the outlet end of the pump. The distribution piping may then be back flushed to cleanse any accumulated matter from the piping. It is recommended that the dosing chamber then be pumped by a licensed plumber. E. Soil Absorption Cell. The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard created by the effluent. All failures created by surface discharge shall immediately be reported to the appropriate county. The pump shall then be immediately disconnected to prevent further discharge to the ground surface via the soil absorption cell. The existing septic tank and dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved. The replacement shall be initiated only after any necessary plan approvals have been obtained from the appropriate plan review authority and the required sanitary permit is obtained from the county. Project: JOSEPH GARIBALDI & JENNIFER NITCHEY RECEIVED MAY 2 7 2026 Bayfield Co. Planning and Zoning Agency Page 5 of 16 In Ground System Maintenance and Operation Specifications Service Provider's POWTS Regulator's System Flow and Load Parameters Design Flow - Peak 450 gpd Estimated Flow - Average 300 gpd Septic Tank Capacity 1000 gal Soil Absorption Component Size _243.75 ft' Type of Wastewater Domestic Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System In Ground Phone 715-9349412 Phone (715)373-6138 Maximum Influent Particle Size 1/8 in Maximum BOD5 30 mg/L Maximum TSS 30 mg/L Maximum FOG 10 mg/L Maximum Fecal Coliform 10E4 cfu/100 mL Service Frequency Inspect and/or service once every 3 years Inspect anddeanasnecessary at least onceevery 3 years Test once every 3 years Should test periodically Laterals should be flushedandpressuretestedevery 3 ears Inspect for ponding and seepage once every 3 years 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 GeoMat In Ground Component Manual Ver. April 2019. 2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component Manual Ver April 2019. 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. Scarification of basal area is accomplished with a rake or other tool. 5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. 6-8" Diameter Lawn Sprinkler Box Lateral Ends at Last Orifice Where Lateral Turn -up Detail Finished Threaded Cleanout Grade Plug or Ball Valve Vent if iiis-ti t Dosed L.a Long Sweep 90 or Two �45 Degree Bends Same Diameter as Lateral Lateral Cleanout 95.47 Feet Project: JOSEPH GARIBALDI & JENNIFER NITCHEY RECEIVED MAY 272026 Bayfield Co. Planning and Zoning Agency Page 6 of 16 • Dose Tank Lnformati__ Locking cover with warning label. locking device and water light seal 4" Vented Cover Electrical box as per NEC 300 and SPS 316.28 WAC Clean out Pipe — II i� optional ball v sic Wires From Electric source I + to control s of __ - , ♦ effluent beini dosed 4" Inicl Do4"ASTM anencase tZF Forcemain diameter 303 pipe tot 2 in. rorcem in ont tigt solidground FumcoII] Weep hole or ant siphon donee I I I_gh rm N+ulloat LcPunloat Pum P F F- Pump off elevation (ft) 90.00 mokinC Dose tank elevation (ft) u tan___ 89.00 Dimension Inches Gallons A 21.43 364.23 B 2.00 34.00 C 2.81 47.77 D 12.00 204.00 Total 38.24 650.00 Wieser Concrete Products, Inc. Capacity 650.00 Volume 17.00 Filter Manufacturer Clearflow Filter Model Number NSSCFF324 Alarm Manufacturer SJE Rhombus Alarm Model Number AB Pump Manufacturer Zoeller Company Pump Model Number 981 Pump Must Deliver 25.00 gpm at 10.81 Ift TDH Note: Switches containing mercury may not be used in this system gal/inch Project: JOSEPH GARIBALDI & JENNIFER NITCHEY Page 7 of 16 RECEIVED MAY 27 2026 aayfield Co. planning and Zonm9 Agency "" n.Or PER Kure ao0EL 90 60 craF Flat GBme atoms an s n .S m to at if yt \3 n l{ to ID a ti us W aac 17 `- ECENED MA 277026 9yfietd LO. planning and Zoning Agency CONSULT FACTORY FOR SPECIAL APPLICATIONS ElerhicS aY.ruora. for duplex starts. we avaiable and suppled with an amen Mechanical allernalors, for duplex syskwls. are available with or willmad alarm sathes. Standard all models - Weight 39 lbs. - th H.P xaaka Camara aakakm n vnaaa urea. am 115 1 Add, CA ta1 a7 nm 115 1 rUt 9.4 2a2&0 _ 3a4&5 INS 230 1 dab 4.7 lwla7 E95 230 1 Nom 47 2w2fe 3w4&S ima adimd tea-. —eie b —a {jblak voluble tae! ache. ID97:anal.IMObr.R1NIRlradaulol�6r.Fi000cSs1pa.uoruads.RpN7: byeRrrfNuapl. PmOOruk FYI91SAkr• 9ytlats. 86732 11 3/16 1 1/2-11 1/2 NPT 16 ea11e • variable level float swkhes are avaieble tar .Ml .tg site and flee trllase systems. • Dxtle piggyback variable level float switches are amiable for variable level king cycle oonaOlS. 39_ECTION GUIDE 1. LJ .d Good aid 2 Polo a.dmrid aiMlrrt. m®a....J tali"". 2 ea ga. vigl aback slaieble Ind U owidt a double W.dt.sS r.rbh kink na�.reds. Remo FbM77. 3. latit...4 a- . 100072 a 100075. 4. S. F'iOT12. for sued model of Baaital Ai.tt W or. S Camel swbch 109725 teed as a wall atieatr. apiary dnwm (3) a (4) 5a! (ysl.n r. Fm(4) hut leak j. rtial ba.tr walorigli ismirmcdaalriadin laaglet a dt91m o.S...10W 7. Ten (2)mbJ-0alt 01 marcrion aspic. rU111OI1 AN installation of controls. protection devices and airing should be toe by a qualms Nursed eledrician AN electric and safety codes should be foliated htcklNag the most recent National Electric Code (NEC) and the Occupational Safety and Hearth Asi (OSHA). p i AVE POWERED £irSiG ' For unusual conditions a reserve safety factor is engneered wrb the design of every Zoeller pump. !!'L7W_A iW. 7a P.o am raw awim imcawA17bw Iai.iYt ltr CI-/Nrlsaz,7a- funds .a,� rlti2rf-1pml�wr�' FAi174+3171 11kCSE: a? GeoMat Distribution Cell Media Layout 3.25 ICell Width (ft) 2.63 ISidewa11 to Lateral (ft) Distribution Cell Cross-section Arrangements Component Legend 0 Distribution Pipe GeoMat is covered with approved geotexdle fabric as per the their product approval. Distribution Cell Plan View Layout -Typical 3.25 ICellWldth -A(ft) I 75.00 ICell Length -B (ft) End Connection Lateral Layout Diagram --------S MAY 212026 Baytetd CO. planning and ZOnln9 Agency Typical Dispersal Cell Finished Grade "1' v •r Wfl j.:. :.. Jz"d2" ,. n.nnti L�alLord Sam Covc moammmded` I 1 I l l 2_ASTM 33 °'o l l r i l l,Infiltreao et d L-ctiti gP See details on page 4 for number. size. and spacing of laterals. Project JOSEPH GARIBALDI & JENNIFER NITCHEY Page Sot 16 �Sej71'7 GQ.Y' i1C�4LC, Se (li�•�er • ['ci-tcy w'9 ZSl2 Arue Cumba-kav,d,1.Ol &'1 31? -163-S1fl-g-in g«y�a ld Co. Grand si iew Twp uc . (3(Q se/sw SIg Tgyu 20cco 3(.i€ S.e oClub L41Lt Rd A coo n4 �(�. b6ov� 3' v� tJor LS.de zo Poo kOQA Ii= LlO r 4--w" I 3 gciz' Tess Area ol1 1 -f- 3 z- a C. o Mooh,d reiuic4 (tuca GGo —�L 4 gecE1VED MAY 27 2026 gayfietd Co. planning and Zoning Agency c!„b L41� 2 d (o6z LI C FCI)�.s9X• '77'-r 1 46.8A BH ioo 1CI i4ka stele 11�' zCMID ��po SIc11C ( of Z"ASTM 40 pzws SCt, foMAIN nS5NEW SEPTIC SOLUTIONS CLEARFLOW FILTER INSTALLLATION AND SERVICE INSTRUCTIONS MODEL NO. NSSCFF324 FILTRATION 1/16" (.062" diameter holes) 0.50 FLOW RATE 83.8 gallons per minute @ ipsi. TDH Increase the total dynamic head loss by .05 feet of head to overcome friction loss from the filter Address: N6643 Blue Lagoon Lane City, State, Zip: Casco, Wi 54250 Telephone: 608-333-3610 Email: info@newsepticsystems.com Website: www.newsepticsolutions.com INSTALLATION The NSSCFF324 Clean low is made to fit on the discharge port of any pump with a 2 -inch NPT discharge. The filter can be adapted to fit pumps with a smaller diameter discharge. Install the filter in a position where it will be easy to service. • Place a 2 -inch Schedule 40 PVC male adapter (MIPT x socket) on the end of filter. • Measure the amount of Schedule 40 PVC (tail section) needed between the filter and pump. Cut the pipe to the desired length and insert into the pump & filter. • The filter housing has a 2 -inch Camlock coupling connection to the force main. SERVICE DO NOT REMOVE FILTER IF WATER LEVEL IS ABOVE FILTER CANISTER The length of time required between service intervals is unique to every application. As such, we recommend the filter be checked within 12 months of installation to determine future service intervals. Systems with known or suspected high volume usage should be checked six months after installation. NOT CLEANING THE SCREEN IDO NOT ALLOW • Unscrew the 4 -inch cap and remove the screen from the filter housing. • Taking proper protection, clean the screen using a hose with a spray connection. • After cleaning, inspect the screen for damage or corrosion. (Replace if necessary.) • Place the screen back into the filter housing and screw the cap back on, taking care not to cross the threads. FILTER IS QUALITY The filter housing, cap and coupling are made of heavy-duty ABS injection molded plastic. Injection molding insures the first part made and the ten thousandth part are virtually the same, insuring consistently high quality in every part. The stainless steel screen is made of 316L ((L stands for Low — meaning low carbon) 316L stainless contains molybdenum, an alloy which increases strength & hardness and enhances resistance in areas high in salt air and chloride, giving it the nickname marine gradg' I eel. MAY 27 2026 Bayteld Co. planning and Zonmg A>W ir I ITEM NO. I PART NUMBER I jtlkrBody 2 Cam Lock Rte Cap 1 Large Gakel 5 een Bter ITEM NO. SW -File Nome(File Nome) I screen 2 Flange 3 W ie handle 4 Large Flange 4 -in. (100 -mm) Biotube® Effluent Filters Biotube° filter carrridge Biotube" filter vault �ECESVEO I iPY 27 2026 gayfield GO. Planning and Zoning Agency ,-------- Extendable I. _ tee handle Applications Orenco® 4 -inch Biotubee Effluent Filters are designed to remove sal - dented top plate, ids from effluent leaving residential septic tanks. They can be used in standard new and existing tanks at flows of up to 1200 gpd. General Orenco 4 -inch Biotube Effluent Filters (U.S. Patents No. 4,439,323 and Biotubes 5,492,635) are used to improve the quality of effluent exiting a septic tank in a residential septic system. Increased effluent quality improves system performance and extends drainfield fife. The Biotube cartridge fits tightly in the vault and is removable for maintenance. The tee handle can be extended for easy removal of the cartridge. Standard Models FTSO444-36,FTS0444-36M,FTW0436-28,FTW0436-28M FTW0444-36, FTWO444-36M Product Code Diagram FT[IEl04❑-❑-❑ TTFlow modulator and float switch bracket option: Blfl = no options selected T Flow modulation M = flow modulation plate installed A = float switch bracket Installed plate (optional) Cartridge height, in. (mm): 28 = 28 (711),standard 36 = 36 (914), standard Filter hawing height, in. (mm): Vault 36 = 36 (914), standard 44 = 44(1118)standard 4 -in. (100 -mm) fitter diameter Outlet tee: Inlet holes W = fi Schedule 40 owet tee Alter mesh option: elank = 'M -in. (3 -mm) filter mesh P = /,c -m. (1.6 -mm) filter mesh Biotube" effluent filter Materials of Construction Vault PVC Biotube® cartridge Polypropylene and polyethylene Handle components PVC, polyethylene, stainless steel Orenco Systems s Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com RID-FT-FTS-1 Rev. 3A 005/18 Page 1 at 2 optional flow modulation plate) xifice (on optional flow modulation plate) A ECEIVED MAY 212026 Bayfleld Co. Planning and Zoning Agency Specifications Model FTS0444-36, FFW0444-36 FTS0436-28, FTW0436-28 A - Vault height, in. (mm) 44.00 (1118) 36.00 (914) B - Cartridge height, in. (mm) 36.00 (915) 28.00 (710) C - Inlet hole height, in. (mm) 21.25 (540) 19.25 (489) D - Nominal diameter, in. (mm) 4.00 (100) 4.00 (100) Number of inlet holes 8 8 Inlet hole diameter, in. (mm) 1.13 (29) 1.13 (29) Discharge orifice diameter, in. (mm) 4.00 (100) 4.00 (100) Discharge coupling diameter, in. (mm) 4.00 (100) 4.00 (100) Fitter surface area,t ft' (m2) 5.1 (0.50) 3.9 (0.40) Flow area," ft2 (m2) 1.5 (0.15) 1.2 (0.12) Row Modulation Plate (Optionaq Number of discharge orifices 2 Discharge orifice diameter, in. (mm) 0.50 (12.7) Number of air vents 1 Air vent diameter, in. (mm) 0.50 (13) Inlet hole height can vary depending on the configuration of the tank. Optimum hole height is 70% of the minimum liquid level. filter area is defined as the total surface area of all individual Biotubes° within the filter cartridge. •' Flow area is defined as the total open area (or area of the mesh openings) of all the individual Biotubes within the filter cartridge, NTD-Fi-Frs-1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.arenco.com Rev. 3.0, ® 05/18 Page 2 of 2 WLP1000/650-MR TANK SPECIFICATIONS 4" CAST -A -SEAL 12'-2" Ir=_______--_ FILTER OR-' BAFFLE 00 n a r U R L T I 1 M U fI t LU- TO MEET OR EXCEED ASTM C-1227 CAST -A -SEAL VENT OUTLET f N I n U r t } _____ PUMP PAD DIMENSIONS: WALL: 3" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 54 1/2" LENGTH: 12'-2" WIDTH: 7'-0" BELOW INLET: 43" LIQUID LEVEL: 38" WEIGHT: 14.940 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 26.32 GAL/IN (SEPTIC) 17.00 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE WO c� t` vN m N Gr a. a IREVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: 1 TI 17 :� L tT-'R;A s •. x ,} _.:'iri,+ % m 4..' a I , r � e ��^'i t ..y 'E �n yf t ,G +,.x � r •, �`� ..r zt- 6,VJA�: 1'.' beg � �, - �. _ si `� ry; I} a `•i�ti'.ltit -V.. {z ,x.. R ,,,4�`_... k. e!t,. -:y jet, �y''��4,�lrn �.. J��•2 l�t�}. • � � . �> w) ,+ • yR���y R� hqA' '=Y. l...r ^' r t a _ I `'�. �`/4 • A w.•y.•'Y f 4aaH��f ��. :� 4 h•' T'T� y `,'!� .�S*fir �",�. V � r� . � I �.! � 1%. 'c'. : � fJ • '>A J � r � •E.. fl9- ' �l•F.�� � t R iMflt• ��` f i L $ �'� y' � i.. • 15T� j ills q-p44k n mr; ofL � if � i •. t. ,�f',. � � n ..; f. p .:+• .. .'+�, .a. y V� -1ri I{"'t I •.�pj'�l- ' • "� `I 4` „ r Grnd'Cew, µ d - N 1 J. I� II a P t€ r 4 ¢ l k�l} •t.•.•;2.' tt T fi�; yy t J E ,[,.. - r r ` s- ;.' :T , 31 �a -� _- /≥(� R .,>�: y ,k 7. � - �+T/q^i{ �-,. «+• w /r J S► ' e � V + ."3 1 •>-��� .nP VY` A / VkP � •�V V . 3 .� � �� Yi.• Jfi.4� s Y iW' 4 fix. ♦; may. See GRAND VIEW-SCJ;f-Ii WEST Pace 23 46000 47000 48000 49000 50000 -S=p{J S flJiiLr;i "vv" NDT Old Glade Iw wi=¶JSI4 NaEdcagcn� � it' I > 7 ' �NA N s-cle m>m� eN�a o r 1 Pte] ! = I ..r, 1 r� 1 um w - V,my _ v A fy�sa.�, Da mm O I A oo Ni w j RECL�VEG "> >s MAY 2 7 2026 ! �o � ze 1 ' BayfieldCo. >� H o _ Planning and Zoning Agency m N �_" N - mph Psi w >=po J e.. 9�m I i I f a^ NJ 8?s r.+ �N m ciag m 1 9A y .J �> { yy. W 0n� N> PF — 1' >A-1 I I I mj ' Rd {Stiaks 7ra9 >P I N c i >11a S SCi { m1 I \ aa2 e� I> s€e - V I w m> Ifi G1 1 4NPV I N -m .6 PM' Novus=Nisconsin Access rev. 12.0206 J Estate Bayfield County Property Listing ay's Date: 3/27/2026 I' Description rax ID: PIN: Legacy PIN: Map ID: Municipality: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar. Zoning: ESN: Tax Districts 1 04 021 041491 001700 Updated: 12/1/2025 Ownership 16310 JOSEPH GARIBALDI 04-021-2-44-05-18-3 04-000-10000 JENNIFER NITCHEY 021101206000 (021) TOWN OF GRAND VIEW S18 T44M R05W SE SW IN DOC 2025R-609780 104 31.740 31.743 0 No (F-1) Forestry-i 114 Updated: 3/15/2006 STATE COUNTY TOWN OF GRAND VIEW SCHL-DRUMMOND TECHNICAL COLLEGE Billing Address: JOSEPH GARIBALDI 479 25 1/2 AVE CUMBERLAND WI 54829 Property Status: Current Created On: 3/15/2006 1:15:25 PM Update: 12/1/2025 CUMBERLAND WI CUMBERLAND WI Mailing Address: JOSEPH GARIBALDI 479 25 1/2 AVE CUMBERLAND WI 54829 Site Address * indicates Private Road N/A Updated: 5/10/2016 ...' Property Assessment --- - --------- 2026 Assessment Detail Code AcresLand Imp. G5 -PRODUCTIVE FOREST 31.740 45,200 0 2 -Year Comparison 2025 2026 Change 0.00/0 Land: 45,200 45,200 0 0 0.0% Improved: 45,200 45,200 0.0% Total: Recorded Documents Updated: 3/15/2006 [� Property History TRUSTEES DEED --_- - -._ - Date Recorded:l0/30/2025 - - N/A r © TRUSTEES DEED _ � � 73 � Date Recorded: 7/1/2022 - ` IY�1 J �/ 2� © TERMINATION OF DECEDENTS INTEREST J / 14 I_„ p, Date Recorded: 8/30/2021 2:2-: L 'T C�tr lei © TERMINATION OF DECEDENTS INTEREST Date Recorded: 8/30/2021 TRANSFER ON DEATH Z^12R-543564 1081-564 RGCENED Date Recorded: 4/30/2012 a WARRANTY DEED 2006R -5O9826 955-507 MAY 27 2026 Date Recorded: 10/17/2006 © CONVERSION 788-573 Bayfield CO. Date Recorded: Planning and Zoning AgOW 10-000lSN Private Sewage System Maintenance Agreement WZ Al Iexiutt//3/15 As owner,( I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil testers report and approved plans and specifications on file with Bayfield County Planning and Zoning Department. The system will be operated in such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed location in accordance with rules established in the WI Adm. Code, as from time to time amended. (COMPLETE Leegaal�l Is required) ' 1/4 of 1/4 Section J Township Z_ N. Range t/ 5- W. Additional Legal Description: S ES W Sift `9" N " Rbcw Town of &t?VJ V'Oki (Acreage) 3! 7t Govt Lot Lot_ Block Subdivision Lot _ CSM # _ Vol. _ Page__ CSM Doc # DOCUMENT NUMBER 2O26R-61 1 832 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 04/20/2026 AT 9:30 AM RECORDING FEE: $30.00 PAGES: 1 and Zoning Departn4gls 212026 Bayfield Co. Planning and Zoning Agency 1f in -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: ❑ Mound O At -grade Sewage System ❑ Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank is found to have less than one-third (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types B. C. D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator. POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface. Mounds. At -grade, and In -ground Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges 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 bylaw. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such properly. Owner(s) Name(s) — Please Print ` Go t b4cX t Subscribed and swom to before me on this date: of i- + 31, zo2l� Notarized Owner(s)-Signature(s) Notary Publicu ll upj My Commission Expires: •. ce Af��- era zoz - Draf4bvaJ04 &tri6A./( Date: 3/zifa ly "I3Ll= - 4 . : Pnwfed by: _ 1 , .'Nfamg5/bafjaJSeQtcmaintenceagreement t t).J .\, Revised July 2020 P V F I E LD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: NITCHEY,JENNIFER 479 251/2 AVE CUMBERLAND, WI 54829 GARIBALDI, JOSEPH 479 251/2 AVE CUMBERLAND, WI 54829 Description Private Sewage System (Septic Tanks) Submission Number: SS -00753 Transaction Number: SS-00753-46F8D Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 3323 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 6/2/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-55S STATE SANITARY PERMIT OWNER: JOSEPH GARIBALDI G OV'T LOT: LOT: B LK: 1/4 1/4 SEC: 18, T 44 N, R 5 TOWNSHIP: Grand View SOIL TEST: 40-26 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND SCOTT ROUSH DATE: 6/2/2026 Authorized Issuing Officer CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit is to allow Installation of the private sewage system described in the permit. b. The approval of the sanitary permit is based on regulations in force on the date of approval. c. The sanitary permit Is valid and may be renewed for specified period. d. Changed regulations will not Impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations in force at the time renewal Is sought, and that changed regulations may impede renewal. f. The sanitary permit Is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: LICENSE: # MP 798301 Condition: Properly Maintain System Per Recorded Agreement. THIS PERMIT EXPIRES 6/2/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION