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008-1024-70-535
St. Croix County Planning and Zoning Detail Sanitary Information Friday, June 13, 2008 at 9:23:0 AM Page 1 of 1 Computer #: 008-1024-70-535 Sub/Plat: NA Section: 9 Parcel #: 09.28.16.125A65 lot: 7 TN/RNG: T28N R16W Municipality: Eau Galle, Town of CSM: Vol. 20 Pg. 5156 114 114: NE 1/4 NW 1/4 Owner: Stave, Terri 2341 50th Ave. Woodville, WI 54028 State Permit: 506240 Issued: 06/27/2007 POWTS Dispersal: Mound less than 24" suitable s Permit: New County Permit: 0 Installed: POWTS Detail: NA Bedrooms: 4 POWTS Pretreatment: NA N~stes Issuer/Inspector As Built Plumber Ryan Yarrington >4/1/00 -Not Required Rogers, Mike Not determined ~ . ~ (~tFi: No WI Fund: Other Requirements Additional Nofes Money Owed P. Quinn - 11/29/05 -owner submitted another $0.00 application for a mound site south and west of existing system/house. CSM submitted for Dec. approval. Nka lot 6, with new tot 7 created for future permit. Delayed issuance of permit due to 2/9/2006 CSM approval. Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Puilding division ' INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Stave, Terri Eau Galle, Town of CST BM Elev: Insp. BM Elev: BM Description: TANK IN FORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to well SOIL ABSORPTION SYSTEM ELEVATION DATA county: St. Croix Sanitary Permit No: 506240 0 State Plan ID No: Parcel Tax No: 008-1024-70-535 Section/Town/Range/Map No: 09.28.16.125A65 STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer St/Ht Inlet SUHt Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: CHAMBER OR INFORMATION Type Of System: UNIT Model Number: r11CTQIQ11T1l1NI CVCTGIU Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing Coll /`f1VGR ., o..,...~..... c..~se...~ A.. L, v Mn~~nd Ar O4-Grade SvstemS OnIV Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ~ Yes 0 No ~ Yes [] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / /. Location: 2341 50th Ave. Woodville, WI 5402$ (NE 1/4 NW 1/4 9 T28N R16W) NA Lot 7 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? ~ Yes 0 No 1 Use other side for additional information. ~ ___ ~ __ I ____ _- ----- Date Insepctor's Signature SBD-6710 (R.3/97) Inspection #2: / / Parcel No: 09.28.16.125A65 ~I T `~1_ --I Cerf. No. ~ ~a.~ n~ Safety and Buildings Division County f o s ~ ~, ~ 201 W. Washington Ave., P.O. Box 7162 O i X r , ,~~~~~~~ Madison, WI 53707 - 7162 Sanitary "--~-~~~ *r.,...l.e..'~^ ~a rnaa a„ t,~ Co.) 1 De artmentof Commerce (608)266-3151 ~( ~ (( • • ~~~~ Sanitary Permit p is tin ARE ~~ State Plan [.D. Number In accord with Comm 83.21, Wis. Adm. Code, p ti you provide ~ ~ ZCb 2 Z may be used for secondary purposes Priv La s15. lxm} ~~ ~, r Pr ect Address (if different than mailing address) d ,# ~ ~ ~/ ~ ~ I. Application Information -Please Print All Information Sl`- CROIX C t7 ~'~-" ~ ~ Property Owner's Name ~ OFFICE cel # Lot # Block # AJ. ~ / e2/~C ~~avC S o 3 - . S Property Owner's Mailing Address Property Location ~ / ~~,r ~ S. 3 -~ c1 °~ ~ D ~ /~ u-e .. - - N~ y JUI,I ~b Section City, State Zip C ode Phone Number r ,, , / DO C+ tl t ~ ~ ~ ~ ~ `` // $Z 0 ~ 6 71~~p fJ'- Z t/~ ~' . - ~ ^ .. (circle ) T 2 ~ N R ~~ E or v~ II. Type of Bnflding (check alt that apply) ~ 2 b too,ws _ ; .t,~ / l~ ~ ~ s bdivisipp N mg, cS 1 or 2 Famil Dwellin Number of Bedrooms et, o ~ Q~.~-tSl-c..Z r 5 Y g- / 23 Q ~ - - ` t~ /~' ~'~ ^ PublielConmtercial- Desenbe Use ~ ~5}" ~~ ~`„` ~v.i / ^ State Owned -Describe Use Zow~ / l ity_^Village ~I'ownship o f / s~- Ea k. C~ ll~ E III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' New System !!! ```"` ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision Q Change of ^ Permit Transfer to New List Previous Petmit Number and Date Issued Before Expiration Plumber Owner IV. of POWTS S stem: Check all that a l ^ Non -Pressurized In-Ground ^ Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Crround ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recircu ling Sand Filter ^ // Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Dnip Line ^ Gravel-less Pipe ^ Other (explain) 54, V. Dis rsal/Treatment Ares Information: , Design Flow (gpd} ~ Design Soil Application gpdsf) Dispersal Area Required (s Dispersal Area Proposed (sf) System Elevation / ' ~o~ ~ ~ i~~v~~? i7sv ~~~ , ~~ 9Z VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber pl~yc Gallons Gallons of Units Concrete Constructed Glass New Tanks 8xisting Tanks ~r ~ tt~-C.l.~ Septic oc}~eidiscg3"snik' 1v20O /~d C~ /y ~~[.. l~tr7lfit.e~ +~ Aerobic Treatment Unit Dosing Chamber ~0 O $'DU VII. Responsibility Statement- >G the undersigned, assume res ility for i lation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' ign MP PRS Number Busm s Phone Number xc ~~ e,~s aas~ ~~ '''~ 3~ - /13.2 Plumber's Address treet, City, State, Zip e) ~ y~~ (~ ~/w la ~ e~1o,~ronc~ ~ L s~~s , VIII. Coun IDe artment Us nl oved isap Sanitary Permit Fee includes Groundwater Da Issu Issui Agent Si to o ' Surcharge Fee) ~ !/~~ ~ ` ` I ~ Z3 ~~ Owne en Reason for Denial • ~( 7 IX. Conditions of pprovaUReasons for Disapproval 3~ ~ /If~t ~s r~ ~,~Q~ ~ J /~1 ~ ~~ o ~~ SYSTEM OWNER: ~f ~. 'sue tank, ernuent filter and t .~ e~c~~ 1„~ ~ ~ 5 ~ e ,,,~.~ dispersal cell must all be services / maintained as per management plan provided by plumber. ~ ~ 7 ~®~~p 2 ~~~. 2/ ~2 0?J (o 2. AN setback requirements must be mairrtained ~ pC.~ 21s per applicable cods / ordirances. ~~~ , n ~ ~,~~ f/1-i J~dZ~~~'t-~~it~ Z,~d S~ ~` ~ ~ ~' / - a Z 7 ~> ~~ .uaw a.mnp.cw p.aus (W Luc l.uunly duly) Wr Sys o r less [sun 6l/ l nes'!a S a// ~ ,~ I G j o S' ~S' ~iCJV~(..C G!~~ SITE PLAN NE,Nw,4,28,t6W Eau Gape township 5~+'`' l~' ~ ~ `r ~ ~ 1 ~ `~ ~~ St. Graix county 1 ~' ~/ LEGEND ~r Sale 1" - 4Q' ~, except wfiere indicate i ~ System Elev. 97.91' au contour ~i.33' ~ ~ ~ f f t~'~ ! ~~ ~~ Observation ~a 2Q' ~ ~ .,?~' Na Gomm 83 problems 1 Nn~ D i ~ ~, ~, -° i F.~~u~ ~~ ~ z ~) ~.~ t'~ ~ c S e- -F ~k ;,al ~,`~ , ~~~~. e ~~~ 1 v o~ .. ~0 5 ` ~. '~ _~1~~ 0 1Cr ~dT~ liI7~5 ~ ~~D ,i~ow ~sa~ ~~ O~ peQlk._. n.t. ~~lEdn_o;,~ LJ Ol(k - o<,-~- i .~ ~~ ~/ t 3q~ ,. Project: STAVE Page 6 of 8 °' commerce.wi.gov isconsin Department of Commerce October 03, 2005 CUST ID No. 225094 ATTN.• POWTS Inspector Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. co m m e rce. w i. g o v/s b/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary MICHAEL P ROGERS ZONING OFFICE ROGERS PLUMBING ST CROIX COUNTY SPIA E4457 HWY 12 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/03/2007 Identification Numbers Transaction ID No. 1200221 SITE: Site ID No. 705393 Terri Stave Please refer to both identification numbers, 50TH Ave above, iii all corres ondence with the a snc Town of Eau Galle St Croix County NE1/4, NW1/4, S9, T28N, R16W Lot: 5, Subdivision: CSM Vol. 15 Pg 4182 FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1042707 Maintenance required; 600 GPD Flow rate; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. Condit%O 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. ~/ The following conditions shall be met during construction or installation and prior to occupancy or use: DE R7MEN7 EY C~ N OE Reminders -CORRESI • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST SAS (01/81) • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the POWTS 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. Stat MICHAEL P ROGERS Page 2 10/3/2005 • Comm 83 22(7) A copy of the approved plans specifications and this letter shall be on-site during construction and open to inspection by authorized r~resentatives of the Department which may include local inspectors Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 Safety & Buildings 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, (~ ~~- ~~~~lt~- Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-?893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state. wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Private On-Site Wastewater Treatment System {POWYS) Mound and Pressure Distribution Component Design New Residential application Index and Title Sheet Project Name: Owner: STAVE Ms. Terri Stave Owner's address: 2349 50~' Ave., Woodville, WI 54026 Location: SOa' Ave. Street Address NE,NW,9,28,N/R16W Legal Description Eau Galle township, St. Croix county 't'ownship/County Contents: Page 1: index and title Page 2: general information & lateral diagram Page 3: mound drawings Page 4: dose tank (RECEIVED Page 5: pump information Page 6: site glen S E P 2 7 2005 Page 7: management plan Page 8: contingency plan € i }f SAFETI(& BUILDINGS ' F: Attachment: soil test to state plan ',~a , .:r° >r ~^ r 6' G~ `~N~ENCE {designer-Loretta) Plumber: Mike Rogers Signed: Credential Number: MP 225094 Date: September 21, 2005 Mound component manual for POWYS Version 2.0 SDB-10691-P (N.O1101), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (O1/81) page 1 of 8 GENERAL INFORMATION NEW SITE Four bedroom home, 600ga1 DWF 5% slope system area 0.4 soil application rate 17" limiting soil factor 1250/750 Wieser tank with Orenco filter FT-0822 effluent qualify # 1 Number of laterals Lateral dia. Lateral length (P) Lateral spacing (S) Manifold dia. Forcemain dia. end fed system w/2 laterals dispersal cell design loading rate 1.0 linear rate 6.00 orifice sq/ft. 10.5 I.,A'TERAL LAYOUT DIAGRAIVi (not to scale) End Fed System 2 orifice dia. 5/32in. (0.156) 1 I/2" orifice spacing (X) 40in. (3.5') 98.0 ft. orifice per lateral 29 3.Oft. lateral discharge rate 15.66gpm 1 '/2 in total system rate 31.32gpm 2Ain •Valve box Pressure plug finish grade P \ X 1 1/ " .0' (1 ") ~ Orifices located on bottom of lateral Last orifice next to fitting Force mam 2" dia. Project: STAVE pad i.5~ PLAN VIEW OF MOUND J = 8.0' D= ~' (19") K= 11.0' A = 6.0' E= 1.88' (22 5/8") B= 100.0' I = 1 I.5' F= 0.83' L= 122.0' W=25.5' G- 0.50' H= 1.00' observation pipe @ 20ft. al (not to kale) required bed 600sq.ft proposed bed 6000sq.ft. required Basel area 1500sq.ft. proposed Basel area 1750sq.ft. Mound Cross Section View (not to scale) Finished grade elev. 99.74' Lateral invert elev. 98.41' Z ///// Dispersal cell elev. 97.9X' / I / / I / II llililil ~ , - 1-J----- ---- - ! '-'1 tilled layer --- ~~~~~~~~ tilled layer contour elev. 96.33' Numeral Key 1 topsoil cap 2 subsoil cap l.Sft. 3 ASTM C33 sand ~ 4in. dia. observation pipe 4 synthetic cover over cell with 1 /4in slot 5 aggregate t O.Sft. Project: STAVE ~_ page 3 2 (//// 11111/lllllll //1////////////////// ~~ L 1.~ ~~ ~~« ~~.,pe COMBINATION SEPTIC TANKJPUMP CHAMBER (No Scale) .Approved Locking Manhole Cover With Warning Label Attached ~„ Weatherproof Approved ~_ Warning Label Junction Box V~ot Ca ~~~ ~„~.,,,, ~ ~j 12" Minimum Final Grade--~ ' ,~~" Minimum ,. .~ -"~' , Qu i c k 18" Minimum Disconnect ~..__ ~ __ ,_ ~ 1 /4" Weep ~ Hole ,,,..~ Baffi e ~ Approved Joy nt ~°~ ~ ,~° ~ ~~ '' ~ A v//~{„s~A44 P~p~ ~ extending 3' Alarm Q`- p nto Solid Soil B Approved Joint On 6; w/q" Sc~10 f~pe ~ ~ C Extending 3' ~ Onto Salid Soil Elev. $~ ~b Off (S' ,., Conc. Block 3" of Bedding Under Tank Mote: Pump and Alarm Are On Separate Circuits ~ Y Tank Manufacturer: j~.S ~/C o ~~~~ ,_„ Tank Size-Septic./Pump : X50 '`~S"c~ moons Alarm Manufacturer : ~p~~,g , Model Number: .T- ~ Switch Type: Pump hanufacturer: ~ a-c_R..~. Model Number: -~ 9~' Minimum Discharge ate: ~3~ ~ ® o p ,p '~ ~~~ Gapacitie5: A 2 d + B 2 + C ~' + D I ~. Total...... _ .y7 inches or ~j1~J2 Ga11 ons inches or X2.2 Gallons inches or ri z. ~ Gallons inches or /43. Gallons ~i nches or2~7~a11 ons gal/in , !Z Vertical Difference,B~tween Pump Off and Distribution Pipe r-I/Feet Minimum Required Supply Pressure :../:~.~1`.:~..~ .............+~eet ~_~ Feet of Force Main x 2, 5~ Friction Factor/100 Feet: +~~9/ eet ,°„~~ Tnch Diameter Force Main Feet Total Dynamic Head:...=/55`7 PROJECT: w~ ~~ ~~ gage ? of ',~1J.4L/7'Y ~UM',dS` 6.7/iYC~ ~~tJ~7 ,/ Product iniormatiom~ , s"`'~~ presented here rel4ecis ~ ~ ~ condtiaons ai i~me t~f III r' ! 1 pubticaiion. consult fae4pcy ~ ~ , regard~n discrepancies or 1. ~+ itVG6nStSlenGieS. ~ ~~ f `_http /!1~+ww,zmelfer,com I MAtL T0: P.t). 6QX 9634' ~ Loulsvii'e hY ar12b6-0;94i at#lf~ Ti7,~ 3549 Carne £2un Rvad • Lvuisvrtte, KY 4d2"r 1- f96 f X502) 778.2731 ~ f f86(?) 928•P(fh4P • SAX (6{I2} 774-36.14 fJon-clogging engineered plastic vortex impeller design. Durable cast construction. Cast switch case, motor and purrip housing and base. hia sheet meta! parts to rust or corrode. Castings -All cast iron class 25-3U 250001# tensile strength, Searings -Upper &~ lower ail fed cast iron. Stainless steel screws, guard, handle and arm and seal assembly. Float operated submersible {NEMA ~} 2 pole mechanical sWitcf'i. Uil titled rnotar=--hermetically sealed. i Permanent split capacitor motor i Entire unit pressure tested after assembly. Autamatic reset thermal c''veriaad protection. Carban and ceramic shaft seal. Watertight neoprene "©„ ring between motor and pump housing. Maximum temperature far effluent ar dewatering 130p F. - 54° C. Eft cycles, 1725 ~tPM. Passes J2 inch solids (sphere}. No screens to clog. a Standard cord length 15' (UL listed}. 1~fx" NPT Discharge j1',/~" X 2" PVC Adapter included with ~3i~1 & BE Models}, Cln point - OJ~tt tiff point - 3" . Major Width - 10'/rt°. :; Height .l .~y rr dote: The sizing of effluent systems normally requires variable level float(sj contri~is and properly sized basins to achieve required pumping cycles. vrv „vr~• L•LV.V VJ FM0973 ~„, Q198 ~' Supersedes 0997 -- c ~F©R PU!~P PREFIX !C?ENTdFICA~'l4~' SEE NEWS & VIEWS t30~2J FC?R SEPTIG TAPVK ~.CW PRESSURE P6PE (~Pt`'} Af~lC7 EN~IANCED ELCtW STEP SYSTEMS SSP.--~ ~R RTF ,~ SL~MERSir~~.E .. ~ "/a" 1~1P"C L~I~~F~6~lRCaE F 'r F 1 a~ c? J O~ -3 7/8 6 1/4 4 5/8 -~'{ { - ®1 I / 3 5/8 ffi ~ + -}- 1 ® 4 3/16 1 1/2-11 1/2 NPT MODEL 98 60 CYCLE Fee{ Goilons Meters Li{ers 5 72 7.5 --^--+ 273 '~ 10 67 3.1 231 15 45 4.6 170 20 25 6.1 95 Lock Volve: 23' 009971 4 3/16 sxi~az ~,atre~. ~ '(..rat ' = u ~; ~' ~,. ~, "'?~ Electrical alternators, for duplex systems, are available and Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. Mechanical alternators, far duplex systems, are available ~ Double piggyback variable level float switches are available with or without alarm switches. for variable level long cycle controls. Standard at4 rttc~d~t~ _ ~t~s~3~tt.:?f~ IxF=~ - ~~=, 1~y 98 Series Control Selection Mode! Yoke-Pfi Mode Sim x Duplex M98 115 1 Auto 9.4 1 or 1 & 7 - N98 115 1 Non 9.4 2 or 2 8 6 3 or 4& 5 D98 230 1 Auto 4.7 1 or 1 8 7 - E98 230 1 Non 4.7 2of2&6 3or485 1. Integral float operated 2 pole mechanical switch, no external control re4uired. 2. Single piggyback variable level float switch or double piggyback variable level, float switch. Refer to FM0477. 3. Mechanical alternator 10-0072 or 10-0075. 4. See FM0712, for correct model of Electrical ARernator. 5. Control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. 6. Four (4) hole J-Pak, juncUOn box, for watertight connection or woad-in simplex or duplex operation, 10-0002. 7. Two (2) hole J-Pak, for watertight connection or splice. For information on additional Zoeller products refer to catalog on Piggyback Variable level Switches, ' FM(W77;EIeCtricaiAitemator, FM0486;Med~aniplAifemator, FM0495; SumplSewak~:Bagns, FM0487; Single Phase Simplex Pump Controt, FM1596; Alarm Systems, FM0732. ~ ~ a 1. if. , .....e ~ r ;...,. For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. ,~.~~,:. - ~aar~ ro: P.o, sox is347 7 ~ ~-- Louisvdle, KY aos5s-0347 r Q ~ r° ~~ SHIP F0: 3649 Cane Run Road Manufacturers of . . ti1iJ'.1`~:I® Louisville, KY402ff•1961 /~ ~ 7~p f iUMP `O (502) 778-2731 ~ 1(800) 928-PUMP lJV.4L/TY PUMPB ~ //NCE ~~~/~/ " http:!/www.zoerrercom FAX (502) 774-3624 ` ` ~y 0 80 760 240 FLOW PER MMU7E SITE PLAN NE,NW,9,28,IbW Eau Gape township ~p~`-` ~ ~, ~, e ~{ ~d ~~ St. Croix county t ~ ~/ LEGEND ~' Sale 1" - 40' t'~., except where indicate ~ ~ ~ System Elev. 97.91' on contour 96.33' ^ ~ "U ~ ( ~ l f ~~ ~ ~1r~ f~hservation 20' ' ~ 5`~~ ~ ~, ~~ ~ ~~ No Comm 83 robl ms A p e ,'~ ~ ~'~ ~ North ~~~~~ ~ Cot~:tQ, ~~ ,r ___-~ i ,~~ <~ fl ar f~ r / ff -~ 13Q' _~ _ / <~ / ,. ~~~, ~ L' ~~A~~ C t M~t~ ~~~~ye ~ ~~~~ e ~~ll ro 5 `~~-" --~ -t¢~-r/r~--- fit". . . Projects STAGE page 6 of 8 Mound Svstem Maintenance and Oueration Saecifications Service Provider's Name: Roger's Plumbing Phone: 715!235-1132 POWTS Regulator's Name: St. Croix County Zoning Phone: 7]5/386-4680 Svstem Flow and Load Pazameters Design Flow -Peak 600gpd Maximum Influent Particles Size 1/bin Estimated Flow -Average 400gpd Maximum BODS 220mg/L Septic tank Capacity 1200ga1s Maximum TSS 150mg/L Soil absorption component Size 6000bed Maximum FOG 34mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100mL Service Frequency Septic and Pump Tank --------Inspect and/or service once every 3 years Effluent Filter-------------------Should inspect and clean at least once every 3 years Pump and Controls ------------Test once every 3 years Alarm----------------------------Should test monthly Pressure System ---------------Laterals should be flushed and pressure tested every 1 '/z years Mound --________~___________Inspe~t fcar pouding and se$page once every 3 years Other----------------------------Initially filter should be checked yearly to determine service schedule Miscellaneous Construction and Materials Standards ] . Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap and are secured as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6xI), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, 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 6. Lateral Turn-uy to finish at grade or above, enclosed in a 6-8" diameter lawn sprinkler valve box or similar product. (lateral turn-up consists of a long sweep 90 or two 45degree bends same diameter as lateral) 7. Lateral Turn-up on end of distribution laterals after the last orifice. Project: STEVE page 7 of 8 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code. And shall maintained in accordance with it's component manuals and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, 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 tightness 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" 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, Stets. 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 slip offthe filer when removed from its enclosure. Ifffie filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. 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 personal shall advise the owner of when the next service needs to be done to maintain less than maximum scum and sludge accumulation in the tank. Pump Wank The pump (dosing) 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. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Flantings maybe 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. Tr~ic (other than for vegetative maintenance) vn the mound is not recommended since suit corrrpactinrr may trin~der aeration of the surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations dictate that the mound be heavily mulched as protection from freezing. 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 at least once every 18months. When a pressure test is performed is should be compared to the initial test when the system was installed to determine if orifice clogging has occurred, if clogging has occurned orifice cleaning is required to maintain equal distribution within the cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the cw~ner aid any levels above C" considered impending failure requiring additional, more frequent mori*~:,ring. Contingenc~Plan If the septic tank or any of its components become defective the tank or components shall be repaired car replaced to keep the system in proper operating condition. If the dosing tank or its components become defective the defective components(s) shall be immediately repaired or replaced with a component of same or equal performance. If the mound fails to accept wastewater or discharges wastewater to the ground surface, it will be repaired or replaced. Increasing basal area if toe leakage or by removing biologically clogged absorption and dispersal media and related piping and replacing components as deemed necessary to bring the system into proper c~erating condition. See page 7 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: STAVE page 8 of 8 Y - ~.~~~~~ Department of Commerce 11:.: ..i C"~i 4...,.,d Q,.:I.~innn v /a~ ~ ~~ 7 SOIL EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code #1774 Page 1 of 3 Steel's Soil Service, Inc. - - - - , _ ., /`, Attach complete site plan on paper not less than 8'/s x 11 inches in s' must ' County -- St. Croix include, but not limited to: vertical and horizontal reference point (BM), di percent slope, scale or dimensions, north arrow, and location and distan nand rest road. Parcel I.D. 5 3~ oos-1o24-7a Please print al Lion. O a Re i ed By Personal Information you provide may be used f seco~~z~i~ Law, ~ C yj~y., ~ 7 d Property Owner Pro rty L h Stave, Terri ~ fl ~`~ ,, c; Go ._ t na NE1/4, NW1/4, S9, T28N, R1 W Property Owner's Mailing Address ~ of Block # Subd. Name or CSM# 4182 l! l ~ 15 P 1 2349 50th Ave na . i1 (, g. . CSM Vo City State Zip a ~,rE City ~ Village own Barest Road oCfJ+ Woodville WI 54028 715-688-2458 Eau Galle 50Th Ave ® New Construction Use: ®Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ^ Replacement ^ Public or commercial -Describe: na Parent material End moraines, ground morarines, drainageways '/ a fl• Flood pain elevation, ff applicable Q ~ O ~'~°~ ~ General comments Mound Design, system elevation 97.88ft base - d on contour line elevation 96.33ft ! and recommendations: ~~ ,,~ ~ ~ / ~ (,(h,c Boring # ® Ground surface elev. 96.60 fl. De th to limitin factor 20 in. p 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP Dffts in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#7 *Eff#2 1 0-9 10yr3/1 none sil 2msbk dfr rs if .6 .8 2 9-20 10yr4/4 none sicl 2msbk dfr gw na .4 .6 3 20-36 5yr4/4 f2d7.5yr5/6 sl 2msbk mfr na na .6 1.0 ^ Boring # Ground surface elev. 96.60 fl. Depth to limiting factor 19 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/fl' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *Eff#2 1 0-5 10yr3/1 none sil 2msbk dfr cs ivf .8 2 5-12 10yr4/4 none sicl 2msbk dfr cs 1vf .4 .6 3 12-19 7.5yr4/4 none sl 2msbk dfr a na .6 i.0 4 19-28 7.5yr4/4 c2d7.5yr5/6 sl 2msbk mfr cs na .6 1.0 5 28-48 7.5yr4/4 f2d 7.5yr5/6 sl 2msbk mfr na na .6 1.0 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 ~ 150 mg/L * Effluent ~z =GODS <3o mgi~ ana I ss <_~u mgi~ CST Name (Please Print) Signature:, CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 8/19/2005 715-7ti0-0347 a~ ssn-ssao rRO~rooi Property Owner Stave, Terri Parcel ID # ~&102470-500 f f'C~ CO Page 2 of 3 Boring # ~ Ground surface elev. 94.20 ft. Depth to limiting factor 17 in. ® Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Ou. Sz. Cont. Cobr Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr3/1 none sil 2msbk dfr cs lvF .6 .8 2 i1-17 10yr4/4 none sid 2msbk dfr gw lvf .4 .6 3 17-36 10yr4/4 f2d7.5yr5/6 sid 2msbk dfr na na .4 .6 Boring # a Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Etf#2 ^ Boring # ~ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'E 'Effluent #1 = BODS> 30 ~ 220 mg/L and TSS >30 <150 mg/L 'Effluent #2 = BODg < 30 mg/L and TSS <_30 mg/L The Department of Commerce is an equal opponunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/0pl S6EEI'S Sal SEfVICE. ItIC ` 3of3 STEEL'S SOIL SERVICE INC. David J. Steel Terri Stave 994 200' St. CST-POWTSM rtEli4,r1wv4,s9,T2grr,R16W Baldwin, WI 54002 Lic. #248956 Town of Eau Galle, St. Croix Co. Direct 715-760-0347 21 Acres Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1"=40' • =Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • =Alt Benchmark Ele. 100.15 ft ^ Top of 314" pvc pipe =Borings Boring Elevations B 1 = 96.60 ft B2 = 94.60 ft B3 = 94.20 ft B4 = 0.00 ft NE ~~ ~ ~~ ~o~ ~~ u ~ .~- Y ..~~ ~ /~ G~ ~'~ ~~ ~o~`G,r` w ~` l ~ ~ Q itnin ~ ~~ ~ Q ~ ~o ~u~ ~ ~ p ~~ ~S vQ~' /3~i' rU ~ ~~~~~. ~~ a~3' ~° y (~ t` 9/, ~3i ~v N ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address ~ ~ y p 1 ©~ /~ / E Property Address Z3 ~ 5v ' (Verification required from Planning & Zoning Department for new construction.) City/State (.rJ~o~~ ~ ~ ~Q Cllr Parcel Identification Number ~70~- Ib2~-70-5 LEGAL DESCRIPTION Property Location ~~ r/a , lVW r/a ,Sec. _~, T ~N R ~~ ~ Town of ~A ~ ~ A ~l °~- Subdivision ,Lot # _ ~ ~ l'~ Certified Survey Map # ~~~~°~ ~'~'-" ,Volume `"~~ ,Page # Warranty Deed # ~ 9 9 ~5a ,Volume ~- ~ 3 `~ ,Page # 3 7 q Spec house yes no Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three yeazs or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitazy Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the sta^dards set forth, he..,. , as set by the Department of Commerce a.^.d the Department of l~ratural Resourc ,State cf Wisc.^,r.sin. Certification stating that your septic system has been maintained must be completed and returned to the Sty Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe amaze the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of be oms Loy 3i /C~-- SIGNATURE OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) POWTS OWNER'S MANUAL MANAGEMENT PLAN F'YLI~; JNFORMATION Owner i Q Permit # DESIGN PARAMETERS _-. Number of Bedrooms 100gpd/bedroom ^ NA Number of Commercial Units NA Estimated flow (average)* (~ gallday Design flow (peak), estimated x 1.5* ~ gallday Soil Application Rate ~ ~ ~ gaUday Influent/Effluent Quality (NA^) MonthIy Average** Fats. Oil & Grease (FOG) < 30 mg/L Biochemical Oxygen Demand (BODs) Total Suspended Solids (TSS) ~ 220 mg/L _< 250 mg/L Pretreated Effluent Quality Montlil Average*** Biochemical Oxygen Demand s) < 30 mg/L ' Total Suspended Solids i Fecal Colifonn (geom meant 30 mg/L " _<1 fu/100m1 Maximum Effluent Particle Size 1/8 inch diameter *Wastewater Flow Verification on and calculations: {Other than bedroom based) ** Values typical for domestic (non-commercial wastewater and septic tank effluent. ***Values typical for pretreated wastewater. SYSTEM SPECIFICATIONfi Septic Tank Capacity gal ^ NA Septic Tank Manufacturer ~ e ~- ^ NA Effluent Filter Manufacturer a ^ NA Effluent Filter Model _ p ^ NA Pump Tank Capacity ~ gal ^ NA Pump Tank Manufacturer ; e ~ ^ NA Pump Manufacturer •p~ ^ NA Pump Model ^ NA Pretreatment Unit A ^ Sand/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer: Model: Dispersal Cell(s) ^ In-ground (gravity) ressurized) ^ At-grade ,Mound \ ^ Drip-line Other: ^ Leaching Ch ber Manufac er Model pproval Stipulation Soil Application Rate d/fl Area Req. ft~- Absorption Area Cr it p unit ft2 Minimum Numb of Cham s ^ Aggregate esign Flow/Loa ' g Rate= min Materials: al aterials must comply with WI Adm. Code COMM84 and be installed per manufacturers specifications and approval letters. DESIGN C'RITF.RTA _ & ^ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual"Converse, J.C. and E.J. Tyler. Publication 15.22 ^ ."Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 ^ "Design of Conventional Soil Absorption Trenches and Beds". RJ. Otis -ASAE Publications 5-77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems". EPA 625/1-80-012 October 1980 ^ SBD -10570-P (8.6/99) "At-Grade Component Manual Using Pressure Distribution" ^SBD -10567 P (8.6/99) "In Ground Absorption Component Manual" ^SBD -10705-P (N,O1/Ol} "In Ground Soil Absorption Component Manual" Version 2.0 ^ SBD -10628-P (N.6/99) "Recirculating Sand Filter System Component Manual" ^ SBD -10656-P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ^ SBD - -10572 P (8.6/99) "Mound Component Manual" LC?(,SBD - 10691-P (N.O1/O1) "Mound Component Manual" Version 2.0 ~j SBD - 10595-P (R.6/99) "single Pass Saud Filter Component Manual" ^ SBD - 10657 P (8.6/99) "Drip-line Effluent Disposal Component Manual" ^ SBD - 10573 P (R 6/99) "Pressure Distribution Component Manual" SBD - 10706-P (N.O1/O1) "Pressure Distribution Component Manual" Version 2.0 Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE MONITORING SCHEnITi.E Service Event Service Frequency Inspect condition of tank(s) At least once every ^ months year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (1/3) of tank volume Ins ect dispersal cell{s) At least once every -3 ^ months ~ year(s) (Maximum 3 yrs.) Clean effluent filter At least once every ^ months year(s) Inspect pump, pump controls & alarm At least once every ^ months year(s) ^ NA Flush laterals and pressure test At least once every ^ months year(s) ^ NA Valves At least once every 3 .^ months year(s) ^ NA Other: At least once every ^ months =^ year(s) NA Page_~of~_ S'f'ART UI' For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation ofwater-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintailz a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. Valves aeves shall be operated in the following manner: Alarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. INPECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). ,Septic Tanks Component Tank inspections must include a visual inspection of the tank to identify any missing or broken hazdwaze, identify any cracks -0r leaks, measure the volume of combined sludge and scum and to check for any backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum i21 any tank exceeds one-third (1I3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning maybe necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. Pump ChamberJTreatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. ^ In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page ~ of i~Mound; At-Grade, In-Ground Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) yeazs. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned incompliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: A suitable replacement azea has been evaluated and maybe utilized for the location of a replacement soil absorption system O must be performed to locate a suitable The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement azea will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement azEa will result in the need for a new soil and site evaluation to establish a suitable replacement azea. Replacement systems must comply with the rules in effect at that time. A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation last urface. ¢<WARNING?. tank maybe installed mat-grade soil absorption systems may be reconstructed in place following removal of the biomat at Reconstructions of such systems must comply with the rules in effect at that time. SEPTIC, PUMP AND OTHER TREAT ~ ^n.AlT~i ~T T FTT;AT ESA "%~n$*"aT-,^,~TFjvT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR Ili~POSSIBLE. ADDITIONAL COMMENTS POWTSril~1STALLER Name f~~~JG-~ ~/'WYY1l~!/U ~T Phone 'J/~~ Z 3 ~ -~" ~ ~~ Z SEPTAGE SERVICING OPERATOR (Pumper) Name Phone KtWPDATAIEHIPOWTSQWNER'S MANUAL.doc POWTS MAINTAINER Name Phone LOCAL REGUI,A ORY AUTHORITY Agency ! (/ Phone ~ Page 2 of Private On-Site Wastewater Treatment System (POWYS) Index & Title Sheet Owner: ~,err-"~ ~-i-aVe Project Name and System Type: ~ac~.~' ~~~ Ada i~y~ 1(1(1~(~rl C~ Location: ~jtj~ ~~C"L1>° ~1(..l.Q Street Address Legal Description ~.~,~ ~ J 1~. / ~ 1-. Cry ~~ X Township/County Contents: Page 1: Sanitary Permit Application Page 2: Plot Plan Page 3: Soil Test Page 4: State Approved Plans Page 5: Septic Tank Maintenance Agreement Page 6: Warrant Page 7: POWYS Owner's Manual Management Plan Page 8: POWYS Owner's Manual Management Plan Page 9: POWYS Owner's Manual Management Plan Page 10: Certified Survey Map Page 11: Copy of House Plans Attachments: Plumber/Design Credential Number: 225094 Date: ~(~-~' ~, 0~,O~' U ?_83~P 379 State Bar of Wisconsin Form ?-2003 WARRANTY DEED Document Number ~~ Document Name THHIS DEED,. made between Glenda Wertz, aka Glenda M. Wertz, a single persntt - ------- --------_- {"Grantor," whether one or more), and Terri L. Stave {"Grantee," whether one or more). Grantor for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. _Croix _ County, State of Wisconsin ("Property") {if more space is needed, please attach addendum): The West 99 feet of the Northwest Quarter of the Northeast Quarter (NW l/4 of NlJ 114) of Section Nine (9), Township Twenty-eight (28) North, Range Sixteen (16) West, Town of Eau Galle. The parcel shown on this document is being added to the parcel shown on [he document recorded in Volume 1728 of Records, Page 120, as Document No. 657779, described as Lot 5 of Certified Survey Map filed 9/27101, in Vol. 14 of Certified Survey Maps, page 4182, as Document No. 657533, to create one parcel, and this transaction is thereby exempt from Chapter 18 of the St. Croix County Land Use Regulations pursuant to Section 18.05(A)(3). ?99152 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX CO. , IiI REGEIYED FOR RECORD 07/01/2005 10:15Afi MARRANTY DEED EXEl~T # REC FEE: 11.00 TRANS FEE: 36.00 COPY FEE: CC F££: PAGES: 1 Recording Area Name and Return Address Thomas A. McCormack 1020 10th Avenue Baldwin, WI 54002 008-1024-30 _ _ Parcel Identification Tvumber (PIN) _ This is not homestead properly. 0~ (is not) Exceptions to warranties: easements and restr}ctions of record, and to terms and conditions of Farmland Preservation Agreement with State of Wisconsin, Dept. of Agriculture, Trade and Consumer Protection. Dated June 17, 2005 %~ -,-_-` -- _ _(SEAL) (SEAL) Glenda M. Wertz `• ___ _---__ _-- --_(SEAIlj _- - - (SEAL) ____ _ AUTHENTICATI01`' Signature(s) authenticated on ~ f * -- - TITLE: MEMBER STATE BAR OF WISCONSIN (If not, _ __ _ _ _ authorized by Wis. Stat. § 706.06 ) THIS INSTRUMENT DRAFTED BY: Thomas A. McCormack Baldwin, W 1 54002 ACKNOWLEDGrY1ENT STA"TE OF WISCONSIN ) ST. CROIX COUNTY) ' ----- ~,A.M , -~r,~i Personally came before me on June 17, 2005":. •~ _ the above-named Glenda Wertz aka en li.lkl'' ;e' V ~ to me known to be the perso (s) w o ;~xect?led~t} instrument and knowledged e. ~ ~~ ~ * Thomas A. McCorma--- ck~--- __ Notary Public, State of WISCONSIN My commission (is permanent) (taatq>i>=r~xxxxxxxxxxxxxxxxxx ) {~ (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATION TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED STATE BAR OF WISCONSIN FORM N0.2-2003 *Type name below signatures. ©Siate Bar of V15sconsin 2403 INFO•PROT° Legal Forms • isoo)sss-2o2i • 1f1tOPfDfOm15 fARI d"-~ ~ c ~~ ~~ M V M ~~~yyee VI "~ ~ I r ~ ~ w ~ ~ r ~ .1 w r ~ r . ~.; ~ , ~ t i I ~,I ' ~ "` ~ ~ r I 1 - ; i I ~ T~ ~ ~..~ i,l~ l ~ ~ i ~ ~~ f{1i,, ~ ~ j ~ ~) ~ ~~il ~J I ' • i I I 1 I (~ i{~. ~ i 11 f 1 i ~ ~~ . I 1~+., I I 1 ! ~ I 1 `~~ ' ~ i ~ .' 1 I .n S~~}~ I I ~ ~ rh a , ( -~ j~' ~~"~~.'r~ I~~i' ~~ 'r "~ ~ ~ ~" I i I I ~ 1 ~ ~ I ~ •, ,a T I ^ , 1 ~ ~ ~~ i ~! ... ti ` 1 '~ I ~>~P,Y I c7G y i , ! ~ 1 { I „~~~ vTJ~ . 1 1 + ~3 -~ c~ ~. 1 I '1 l I I ... 1 ~L G ~r-- ~~ ~/ Imo. ~ ~~~~i~l~ ~ ~ ~~ ~' v r n ~"~ ~~ ~ C ~ b cat', 2. C x ~ U S i p ~~ i °~, ~K A~ c~2~d 1.9dr:~5~Z~Ol d'L~2S99SLLT ddt~N:~~wo~.~ 9~~tL S~3d-L~-1:]17 / i C Y/ ' Parcel #: 008-1024-70-535 03/28/2007 03:45 PM PAGE 1 OF 1 Alt. Parcel #: 09.28.16.125A-65 008 -TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 02/09/2006 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -STAVE, TERRI L TERRI L STAVE 2349 50TH AVE WOODVILLE WI 54028 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description " 2341 50TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 21.510 Plat: 5156-CSM 20-5156 008-06 SEC 9 T28N R16W PT NE NW & NW NE FKA CSM Block/Condo Bldg: LOT 07 14/3923 LOT 1 (27.530AC) FKA CSM 15/4182 LOT 5 (21.490AC) ALSO THEW 99 FT OF NW Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) NE NKA CSM 20-5156 LOT 7 (21.51 AC) 09-28N-16W NE NW Notes: Parcel History: Date Doc # Vol/Page Type 02/09/2006 818230 CSM 07/01/2005 799153 2834/380 AFF 07/01/2005 799152 2834/379 WD 09/28/2001 657779 1728/120 QC more... 7M7 CI IMMARV Bill #: Fair Market Value: Assessed with: 0 Valuations: Description Class Acres Land Totals for 2007: General Property 0.000 0 Woodland 0.000 0 Last Changed: 05/11/2006 Improve Total State Reason 0 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 RECE11/ED '= A r~+ '~n/~ rr 8 1 8~'- 3 0 f1~U ~ 3 LU~U KATAL~SApl~ GE 5156 REGISTER OF DEEDS ST. CROIX CO. , MI ~' CRO{X COUNtY 02009%2006 R09E00A}D! SURVEYOR'S RECORD CERTIFIED SURVEY !}AP RFC rrr . ~ ~ n.~ PAGES: 2 CERTIFIED SURVEY MAP INCLUDING ALL OF LOT 5 OF CERTIFIED SURVEY AdAP RECORDED IN VOLUME 15, PAGE 4182. LOCATED IN THE NE 1/4 OF THE NW 1/4 AND IN THE NW 1/4 OF THE NE f/4 OF SECTION S, T28N, R16W, TOWN OF EAU GALLE, ST CROIX COUNTY, WISCONSIN PREPARED FOR: TERRI STAVE NORTH LINE OF THE NW 1/4 ~ I NORTH QUARTER CORNER I NW COR SECTION 9 - FOUND 1 NE-Nw SURVEY NAIL s ss•es'os~ ~ - - - - - S 86'48 OS'L~ 704.30' S 1909.68 -"~ - - - -~ - - - - D 1111 1 (----i-------" - ~ ~ o I 1 I w ... sss 4s os io+-,3s 2'O~ _ ( 1 1 1 ~ ~°" HKi/W r SE7HALYC tuvE, u~iHOU~ • 1 •c I LOT ~6 ~ `O ~ f I I _~ n 1 j~ j O SHED 3.01 ACRE ~ ~~ I 1 .b •~ 1 :,t~ N 1 EXC R/~W.F m o ~ 1 1 ~~ ' I :in ~ `oN, 2.77 AC~/~+ES ~ o~ i l l. a I ~'~' :; n~ m 120, 759 Sfl. F ~fC ~o.so~ u I ~ N ~ 5 86'46 O5; z° o ili i ° LOT 7 •~ ~ I I ""~ 2 l .5 f ACRES ~_ rZ7 ~ I I ~ 936, 91 O SO. FT. ,S'.~ ~ i ~-Y--------- ^, 21.14 AC. EXC. R/W I I =u m 920,644 SOFT. a 0 0 ~ - :~ .COT 2... C.S.M., p ~ I ? - ° • • - LOT 5 C_SA/_ ~ ~' ........................ N ~ I ~ , Vl7L : • 14., PG. 3923 q y~• 15. 'AG. s f 82e . ~ zo ............. p ........... ......... .,. ~ ~ Is s) ' a I -- I I ~ ~ ~ o I I I • tOT, 3, . , C;S. AI., :, z ~ ~ 1 ~ . ~::..~:R..~-..3923 m z .... ' i ° I 1 6.5' N OF V I 8 0 '6. - I JJJ//// J ! { I SOUTI-f LINE OF THE NE//4 - NW //4 v~lv~ 2 ~ ',' UNPLATTED LANDS ~ °o, z 2 .................... ~ o ~ ~ ~ `cam N SOUTH QUARTER CORNER BEAR)NGS ARE REFERENCED TO SECTION 9 - FOUND THE NORTH LINE OF THE NW 1/4 ALUMINUM CAPPED MON MEASURED AS S86'48'05 "E. (ST. CROiX CO. COORD. SYSTEM. NOTE: A PORTION OF THIS LAND IS SUBJECT TO A FARMLAND PRESERVATION AGREEMENT. LEGEN D ~ = FOUND 1 " IRON P/PE o = SET 1 " O.D. X 18" IRON PIPE WEIGHING 1.13 LBS. PER L/NEAR FOOT. 1 "300' o ,so .IOO 60o SHEET 1 OF 2 2005021A THIS INSTRUMENT DRAFTED BY JIM WEBER Bt8230 1 of 2 Vol 20 Page 5156 b ~' N N 0 w ONo r*~' N ~o -'12~' 6~ ~~nz ~~°~ ~°z~ ~ a co cn a i o Boa oc~ oo~ z n ~z :~ :~ :~ =0 :~ 86'36'4$"yy 99.18 G 0 1 OO 1 a~ JAMES M. WEBER S-1804 LANDMARK LAND SURVEYING, INC. DATED \ - 30- O ~ St. Croix County Planning and Zoning Detail Sanitary Information Wed~resdap, March 28, 2007 at 3:45:19 PM Page 1 of 2 Computer #: 008-1024-70-500 Sub/Plat: NA - __ Section: 9 Parcel #: 09.28.16.125A50 Lot: 6 TN/RNG: T28N R16W Municipality: Eau Galle, Town of CSM: Vol. 20 Pg. 5156 114 1/4: NE 1/4 NW 1/4 Owner: Stave, Terri 2349 50th Avenue Woodville, WI 54028 State Permit: 399488 Issued: 10/25/2001 POWTS Dispersal: Mound Permit: New County Permit: 0 Installed: 11/02/2001 POWTS Detail: NA Bedrooms: 3 POWTS Pretreatment: NA Notes Issuer/Inspector As Buili Plumber Other Requirements Not determined >4/1/00 -Not Required Schumaker, William Kevin Grabau °~ir~€~e~i OFf: Yes Not determined NA Rogers, Mike Pam Quinn Si~~~e' ~3tf: No Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 11/2/2004 5/1/2006 04/20/2006 5/1 /2009 fdotes Issuer/Inspector As Built Plumber Other Requirements Not determined >4/1/00 -Not Required Schumaker, William Kevin Grabau ,r>i~nE`Cl' ~~: Yes Not determined NA Rogers, Mike Pam Quinn ~irnett i~ft: No WI Fund: Additional Notes Money Owed $0.00 11/29/05 -owner submitted another application for $0.00 a mound site south and west of existing system/house. CSM submitted for Dec. approval. Need to have a parcel split off lot 5 before new permit issued to Mike Rogers. Nka lot 6, with new lot 7 created for future permit Additional Notes Money Owed $0.00 11/29/05 -owner submitted another application for $0.00 a mound site south and west of existing system/house. CSM submitted for Dec. approval. Need to hay fore n w i issued to Mike Rogers. Nka lot 6, wit ne lot 7 created for future perm,~t Maintenance '~' "`„- ~ ,S Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 11/2/2004 5/1/2006 04/20/2006 5/1/2009 Parcel #: 008-1024-70-400 03/28/2007 03:35 PM PAGE 1 OF 1 Alt. Parcel #: 09.28.16.125A-40 008 -TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner RONALD L & SHARON R STAVE O -STAVE, RONALD L & SHARON R 2337 50TH AVE BALDWIN WI 54002 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description * 2337 50TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 6.040 Plat: 4182-CSM 15/4182 FKA CSM 14/3923 01 SEC 9 T28N R16W PT NE NW BEING CSM BlocklCondo Bldg: LOT 04 OT 1 14/3923 L 27.530AC NKA CSM 15/4182 LOT 4 6.040AC Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 09-28N-16W NE NW Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 954/527 07/23/1997 948/619 07/23/1997 942/217 2007 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/15/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 22,500 68,500 91,000 NO AGRICULTURAL G4 4.040 500 0 500 NO Totals for 2007: General Property 6.040 23,000 68,500 91,500 Woodland 0.000 0 0 Totals for 2006: General Property 6.040 23,000 68,500 91,500 Woodland 0.000 0 0 Lottery Credit: claim Count: 1 Certification Date: 11/22/2005 Batch #: 05-54 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Tota I 0.00 0.00 0.00 Parcel #: 008-1024-70-500 11/23/2005 03:25 PM • PAGE 1 OF 1 Alt. Parcel #: 09.28.16.125A-50 008 -TOWN OF EAU GALLE Current ~X~ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-owner TERRI L STAVE O -STAVE, TERRI L 2349 50TH AVE WOODVILLE WI 54028 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description * 2349 50TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 21.490 Plat: 4182-CSM 15/4182 FKA CSM 14/3923 01 SEC 9 T28N R16W PT NE NW BEING CSM Block/Condo Bldg: LOT 05 14/3923 LOT 2 AC 1 1 7.530 NKA CSM 5/4182 LOT 5 21.490AC Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 09-28N-16W NE NW Notes: Parcel History: Date Doc # VollPage Type 09/28/2001 657779 1728/120 QC 07/23/1997 954/527 07/23/1997 948/619 07/23/1997 942/217 9AA~ CI IMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Description Ciass Acres Land Improve RESIDENTIAL G1 2.000 22,500 146,300 AGRICULTURAL G4 13.490 1,500 0 UNDEVELOPED G5 6.000 2,700 0 Totals for 2005: General Property 21.490 26,700 146,300 Woodland 0.000 0 Totals for 2004: General Property 21.490 26,700 146,300 Woodland 0.000 0 Lottery Credit: Claim Count: 1 Certification Date: 11/22/2005 Batch #: 05-54 Last Changed: 07/15/2004 Total State Reason 168,800 NO 1,500 NO 2,700 NO 173,000 0 173,000 0 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 65753 i;Fl'('HLEEN N. WIaLSH kEGTS'TEk OF DE.EU f37. CkULX CCI. WI kECEIVED FOk REC ' G9-P7-P041 8:1~ AM ~Qi'Y . 0 .:;;u(:DIriG FEE: 13.0G , t,}IU v: CER T 1 F 1 ED SURVEY MAP BEING ALL OF LOT 1 OF CERTIFJED SURVEY MAP RECORDED /N VOLUME 14, PAGE 3923, LOCATED 1 N THE NE 1 i4 OF THE NW I i4 OF SECT ION 9, T. 28N. , R. 16W. , TOWN OF EAU GALLS, ST. CROIX COUNTY, WISCONSIN PREPARED FOR = NOTE: THE OR ! G 1 NAL REBARS FROM RONALD STAVE C. S. M. VOL. 6, PAGE 1515 WERE FOUND, BUT APPEAR TO HAVE BEEN DISTURBED. NORTH L I NE OF THE NW 1 i4 UNPL ATTED L ANDS NORTHWEST CORNER NORTH QUARTER CORNER SECTION 9 -FOUND SECTION 9 -FOUND ALUMINUM CAPPED MON „ ALUMINUM CAPPED MON ~ f P8/3. 68' ) ' I ~ I NE NW ~ 2613. 97' f S89 33' P4 f) - ~ - f S89 3S' p4' E ) ~__-_~s°TO5"E 15/7.301 - 886°48_05"E r ~,,, 392.35 _..o, -7~• ~ , C. S., M: I ~ I ~5 zo w w 704.3 - - I ,V0L.,,9 I ~p ~•• ......... ...... j SB6°48'05'E l .70'$ w I PG 2439 I I ~ ~ $ ~ OR 1 VE1 ~ i ~ ~ H l ()HII'AY ~ TBACl( L 1 N `-- - . "~ - I ' ~ :~ . ~ ~ HOUSE) M $ SHED I , I ~ • ~ SHEDS w ~j ~ , C., S, M., I I I ~ a V °° LOT 4 'E ~ o,~ ~ r ON F/L SWTH ...... ~ ...... ~ w O ~ PG. 3681 I I o w LOT M ~'''- ~ ................ I 392.37 ~'- - ~ ~"- ro ' 21.49 RES ~) N aNo I N86 ° 48' 05" W co $ 936, 313 S0. FT. i ~ m I ~ 2 °' 20.96 AC. EXC. R/W ,c~ pp 0 913, 078 S0. FT. w -------~ O - ~ I ~ , LOT, P„ C. S. M. $ ~ i ` VOi.. 14, , Pf3. 3923 - ~~ NOTE: THE PURPOSE OF THIS IB~e ~ ~~ ~ ~~ ~ ~ ~, C. S. M. 1 S TO SUBDIVIDE _ LOT I OF CERTIFIED SURVEY I I I------- m Q MAP RECORDED IN VOLUME 14 I - Dc' PAGE 3923. I i I rn ~ I ~' I ..4~T. 3...C.,3. M., o ~. I i VOL.,, i4, . PG. , 39P3 ~ P' E OF F/L NOR7H ....... ..... W ~ 8 3. 8' N OF E/W F/L LOT 4 AREAS I ' I e. 5' N of I ~E/W F/L 6.04 ACRES x-------- 262, 885 S0. FT. I I N86°56' 38" W 705. 6 /' 5. 74 AC, xC, R ~W~. ,~ IM 249, ~~S4r"14'~~ r..:r_~ Rt SOUTH LINE OF THE NEli4 - NW li4 w N to w 00 g a ~ •y x 'y ~ p ~ : r- ~ :n v m •~ f ~ w V W 0 SE CDR. NE-NW ..~., . f':.,:,r:.r ., ~.:. ; , ,,mit'bs to ~ Z ~~^~ UNPLATTED LANDS ~ $ >{:.l~' ~>, 7 71)01 ~'~ y o ' 1 w I co ~ ,, ~~ , <<,~,,, ,, ~,, ;. , ,., ;,,,y ; ,.r i SOUTH QUARTER CORNER ro (cNo :~r~;,~,,~ ,r ,..r.:.~r:,,~.. ~ u.:ui~,. I SECTION 9 -FOUND ' ,;,;;~ .,;; .;;,,..; ALUMINUM CAPPED MON i~ LEGEND BEAR /NGS ARE REFERENCED TO tttttttsiiSltJl;fli/ THE NORTH LINE OF THE NW li4 v~~SC0NS~ ~ FOUND 1 " 1 RON P 1 PE MEASURED AS S86° 48' 05" E. ~~~.~``' (ST. CR01 X CO. COORD. SYSTEM). ~ FOUND P. K. NA 1 L 1 N TOP OF FENCE POST NOTE: BEARINGS SHOWN ON THIS ~'~ lei C. S. M. D !PEER FROM RECORD rn • = WELL BEARINGS DUE 70 THE US£ OF ~~ ~~ GL OBAL POS 1 T 1 ON 1 NG SYSTEM = RECORD DATA OBSERVATIONS. %f ~ ~~~ I " = 300' +~/'9y JAMES yip + ttA~ 0 I5O 300 600 SHEET / OF Z NELSEN-WE1~ ~ND 2001149 THIS INSTRUMENT DRAFTED BY JIM WEBER DATED ~v~ 3 N 1 NG ^~-- ~' Vol . ~ 5 Page 4182 e ~OL.~~ ~ NOV - 3 20~ AU G 0 4 2000 - Ei2 ~r~28 KATHLEEN H.WALSN Resister of Deeds 1Q ~S7 , cR nfR'S RECb__ R_„ ~..~-----~•" NORTHWEST CORNER SECTION 9 -FOUND ALUMINUM CAPPED MON I~' (S88 35 F4 f) ° 1 ~ I NE NW S86°48' 05"E 15/7.301 9---b- - --r- - - - - _ ~ _- -- --, j NORTH ©UARTER CORNE / SECTION 9 -FOUND c 2s /3. sa') ALUM 1 NUM CAPPED MON 2613. 9T' (S88°35'F4'E) O~ `S86°48_05"E _109667' _ _ _ 1 a r _ w 392. 35 ''-"a- -~ vEN _ _ _ i . C.•S.•M: I ~ I,~Ct~o w S86°48' 05"E ,T 0988, - I • VOL ... 9 I ~`~"t ~ o $ DR I VCS ....... f ................ . TO' g w I , PG.,,,2439 I ~ I:~ a00 ~ SHED H/GFf1YlIY SE`T9ACIC•LIME ^~ ~.. ~ _ _ I ~ ^~ • ~ - HOUSE-~ ~ MOUND as•~~p ~ f _I 1 ~ SYSTEM I C. S. JN, I i 1:s ~~ ti SHEDS 1 ~44,...t3 I I~ °i I . P.~i.•...3.~.B.1. I I ~ 1 '~ (S89°35'24'E) 1 ~ 1• O I S86°48' 05"E I ~'- 1 210. 32' I S86°48' 05"E 33.001 1wo7.2T 392.37' 1 602. 69' L____ 00 w° -- N °IO O '~! f'' C `_ N J! CER T t F ! ED SUR VE 1' MAP LOCATED 1 N THE NE 1 /4 OF THE NW TOWN OF EAU GAL L E, S T. 1 /4 OF SECT ION CRO I X COUNTY, 9, T. 28N. , R. 16W. , W / SCONS I N. PREPARED FOR : RONALD STAVE NOTE: THE ORIGINAL REBARS FROM c. s. M. VOL. s, PAGE 1515 WERE FOUND, BUT APPEAR TO HAVE BEEN DISTURBED. NORTH L 1 NE OF THE NW 1 /4 ~ UNPL A T TED ............ LANDS ........... ~C y y Z m m~ ~~ c ;v a. _~~ a a ti ~. ~a~ ooh adw O K Q. N m o a !P N Q ~..~ m ~, a `~ '~ ~- ~~~ Y a ?C 0 v ~~rn 7 :~ Y '~ SW COR -i NE-NW r m O i m z m i z LEGEND °O • _ • ~ 4.56 ACRES ~ ~ O v v ~ ~ 198, 815 SO. FT. ~ -I~ w 0 ~ s 4.3/ AC. EXC. R/W o'- I ' "~ 187.800 SO. FT. n °~ O 18 B' rr~ ; 1~- Anil S86°52' 21"E t ~0~. 65' 33. 05' 569. 60' I 8.5' N OF I,,, I E/W F/L 1-1 ~" ~ ~m 1wrn :~ LOT 3 - ~. • s 4.56 ACRES ~~v IW~ :~ 188,618 S0. FT. ,p - • r 1 ~ ~~ :; 4.31 AC. EXC. R/W 187, 903 SO. FT. 33. p5' 602.6 ! ` Q ' 569.56 D I I N86 ° 56' -o ~~~ pi - SOUTH QUARTER CORNER ^? (a° SECTION 9 -FOUND " ALUMINUM CAPPED MON ~~ BEARINGS ARE REFERENCED TO THE NORTH LINE OF THE MW 1/4 MEASURED AS S86°48'05"E. l ST. CROIX CO. COORD. SYSTEM). 0 = SET 1" X 24" IRON PIPE WEIGHING 1. 13 LBS. PER LINEAR FOOT. ~ SET P. K NA 1 L 1 N TOP OF FENCE POST • = WEL L ( ) RECORD DATA I"=300' 0 150 30o soo SHEET 1 OF 2 ap~IJl1 fHl~ INtlftfUMrNt: UIIAr1~ll f~Y JIM WFN€R p O LOT 1 27.53 ACRES 1, 199, 198 S0. FT. 26. TO ACRES EXC. RiW 1, 163, 008 S0. FT. rn ~ F' E OF F/L NOR ~ 8 3.5' N OF E/W W 6.5' N aF ~E/W F/L 1275. / T' 705. 6 /' " W 1308.22' l `5= O SOUTH L 1 NE OF THE NE 1 i4 - NW I i4 ~ ~ iz UNPLATTED LANDS w °O °p o ;i w JAMES M. WEBER s~twc~wu,.er, ,.Q` ON F/f. SOUTH ~ 2 $ ~ ~ W y r N :~ ro ~ ~ ~~ "' g : o w A ~r IV ~ : ~ ~ : Z ~ :~ OwD ~ N w v W O SE COR. NE-NW ~_N_W-NE SU JAMES M. WEBER S-1804 NELSEN-WEBER LAND SURVEYING IaA TAD: ~- ~~ ~~.w~..l z. t~•~, ~, , ~~ 0 ~`~ 1 N 6` Vol . ~ 4 Page 3923