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HomeMy WebLinkAbout008-1087-95-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM .Safety and Building 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 Schnabl, Ter Eau Galle Townshi ,CST BM Elev: Insp. BM Elev: BM Desc' tion: D b - a roa •~ ~1'n ~ ~ /Jal / ~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~C-~J'P.t~ 63~U1~ Dosing _U ~ OQ Aeration ~ ~`D_~ ~ , Holding TANK SETBACK INFORMATION TANK TO P!L r WELL lit BLDG. ~ Vent to Air Inta a >^•~•~ dam` ROAD Septic :~ f ~ v~, 5 ~ 2 L' /off,/ ~ „s Dosing ~ ~-,,~ (Sl't Aeration Holding _ ~- PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number ~~D ~~• TDH Li ~~ Fric ion ss System )iead~ TD~ilr~ ~Ft Forcemain Length Dia. ~ ~ Dist. to Wel,~ 9 SOIL ABSORPTION SYSTEM DISTRIBUTION SYSTEM county: St. Croix Sanitary Permit No: 399424 State Plan ID No: ~~ Parcel Tax No: 008-1087-95-000 ELEVATION DATA STA ION BS HI FS EV. Ben m~~l ~v3 tt~•3 ~~D•~ Alt. BM ~~ ~ Bldg. ewer Z 2. S (', p -/ ~~ ~`~ S t nl i~.D I 90 . Z`~' St/Ht Outlet b ~ ~~~- Dt Inle ~- Dt Bottom G• 5b ~,5 , Heade an ~, 5 ~, Ir7~ [ l • S`~ L ~ Dist. Pip Dp o~ S~ Bot. System ~ ~~~ ~ /~ Final Gra l ~U' 7 St=over ~~ S ~~8g ~„ / ~Z C~n~~ 3. g~ ~ (~ . ~ Header/Manifold ~ /t Z' ~ , Z~ Distribution ~~ ~ 2~ S ~• ~~ L x Hole Size l ~ `/ x Hole Spacint/g ~' ~ O / Vent it Intake Dt/ Length • Dia ength Dia • pacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only 0 Depth Over ~ Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center ~/~(1~-~ ~ " Bed/Trench Edges Topsoil (~ Yes ~ No [] Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~•/~~ / Z Inspection #2:~/ ~ v Location: 2122 5th Avenue Baldw'/n, WI 00 (SW 1/4 NW 1/4 31 T28N R16W) NA Lot NA 7 tX ~~~/K 0~ Parcel No: 31.28.16.16 1.) Alt BM Description =~v"~' ~~G~ ~ _ ~~ i~~~ ~~~CrL~6;Y) n~S~1~Wt~ 2.) Bldg sewer length =~3' S~ .~~ ~ ~~~ ~, - amount of cover =)Zi„l f ` ~n~~ ~ '"~ ~, ~ ~(~°~ ~ ~/~ ' 3.) Contour Gl (~ , S `~~ Plan revision Required? ~~ Yes No ~ I) ~2~ ~ ~_ ` ~~~~ ~ Use other side for additional information. SBD-6710 (R.3/97) Date Insepctor's Signa re Cert. No. ~~3 ~~ /~ 2122 -' Sanitary Permit Application Safety & Buildings Division 201 W W hi ` [n accord with Comm 83.21, Wis. Adm. Code See reverse side for instructions for completing this application . as ngton Ave. PO Box 7302 Madison W[ 53707 7302 SC~~sJfn ~ be used for secondary purposes ide ma ou r ti f l i , - . oepertment of Commerce y p on y ov n orma Persona [Privacy Law, s. 15.04(l)(m)] (Submit completed form to county if not - state owned. r less than 8-l/2 x ! 1 inches in size. Attach com fete fans to the coun co oni for the 'stem, ~~ry, State S~t~tary Pe Zt ber ^, Zck'if revision top ication ~ ~ " ~~Plan [. D. Number ~~ roi j 9 ' , ' ' ~'' A lication Information -Please Print a[t Information ~"._ " I Location: . ( ,mot Property Owner Name ~ Property Location // _~. Y•: ~~~ ~~ ~~~ ' ~ G W l/4 ~W l/4, S ~~ T/~,N, ~ W . / R b Propctty ez's Mailing Address t..-.-~ ST f~y,- oo~ W ... Lot Number Block Number A.'p i. -' "~ State Zip Code one G ,c~ City Subdivision Name or CSM Number , ~ / 5 . II. Type of Building: (check one) as rw ~ ._._ ' Dwelling - No. of Bedrooms : ~ ~~ ~ri-- ~~^j°"'~~' ' r 2 Famil ~"C ^ city C~] ~vil1l1a~ge lH Town of „ y o D public/Commercial (describe use):_ ~iQ ~~ ^ State-O ed N` t R~ ;~ -~ ~OrO ~ MVIe~- "~ ~• = a.~ n~ 2.25 t-lX1L. -I S~` - ~ ~8.~6. y~8 III. T e f P it: Check onl one box on line A. Check box on line B if a licable 5 6. ^ Addition to A) 1. ew 2. O Replacement 3. ^ Replacement of 4. Existin S stem S stem S stem Tank Onl Date Issued Permit Number B) ^ A Sani Permit was reviousl issued IV. Type of POWT System: (Check all that apply) O Sand Filter O Constructed Wetland 18'F d oun O Non-pressurized In-ground ^ Sin le Pass ^ Drsp Line ^ Pressurized In-ground ^ Holding Tank g ^ At- de ^ Aerobic Treatment Unit O Recirculatin ^ Other: V. Dis ersal/Treatme nt Area Information: Percolation Rate 6. System Elevation 5 7. Final Glade Dcsign Flow (gpd) 1 2. Dispersal Area 3. Dispersal Atea 4. Soil Application . Elevation . Requtred Proposed Rate (GalsJday/sq. ft.) (MinJinch) ~~ ~~ /~.~ ~ ~sd ys-o Aso o.z ,~- b Sit f P e Steel Fiber- Plastic VII. Tank Capacity in Total # of Manufacturer re a Con- Con- glass Information Gallons Gallons Tanks t d New Existing Crete e struc Tanks Tanks p~ O O ^ ^ ~~ w, a b, -" I ~ / cam: e5e~ Co+~c. . n ~ ^ ^ ^ o 5 ~L ~/tp G~~ ~-~ 11 !N; eSel ~,Grr~ VIII. Responsibility Statement the undersi ed, assume res nsibili for installation of the POWTS shown on the attached fans. 8usincss P ;one t:umber I , Plumbers Name (print) Plumber's Signa stamps): MP/MPRS No. Plumber's Address (Street, City, State, Zip e) Sf~4~~6 1 ~ ~ }~ , .Sr~-i t ( ~~ !D ?d ~ IX. County/Department Use Only O Disapproved Sanitary Pemtit Fee (Includes Groundwater Date Issued Issui g Agent Signature (No stamps) Approved ^ Owner Given Initial Adverse S charge Fce) ~ ~ 3 ZS• ~ ( ~ ~}~ i i nat on Determ n ni nditions of~Approval /Rea ons for Di~ approval: „ I u ~ ~~ ~~ ~ ~~ Sa~-K. 0.1.1 ~- ~c ~~ w.w~- rr~o~.tv~ta~w _T - ~$.~~~- t"' ~ 0.O ~l/ atX~f J~.to- ...---- s sonic: / =" s/0 ~ 50~ / c~65crva~'~,-~ P • Eled~•on Prop~~ S,~ 3 bedranm / ~- s~oo~~ ~i dwell rn~ 0 P~opos~d ws-a-l day ,~~, i a ~a h Q ~~ u .5. /1wy. ~3 ~I ,i O ~~ .~a..,ceG.ee (ort~C ~Orgo. ~~ Yl,d~"- ro poce.c~ Mvu.nd a-~ 3/.~oz~~1S.u; p~opo 1, v~oq~cb I %,! "/a Ee~QCs a ~ 5l9.,Z9 i...~j Yg r L'or6,'~~,'tiri5•T./P. e. o~~F-cea s~zced~63d3~3z". w(~abc (s~-lc~ eF~loc~a-n~F'~ I~e~-~k 6,r. ou#le,~ 9 yo ,. ~- 9s~ Br ~ti~~ / 2p'Ast~n \/ boy Id; s<<a~ ~ vti; b;fe ~ P.o.e. ~ 9~~ ~ ~ \ ~.'•Scl.• tlo ~~~ ~~ce wta,n 96.0 ~ 6q~ ~ ~ ~e~^ ~\ q7.o~ Cn,rbou~ .¢sl.Ertc. EIS' ° ~cb.c» ems., o~~ .~ ~~s~ o,,~~ 1 ~O~'""~51 ~-~ i ~ ~ ~ t I ~ -~_~~• ~'~~ az ~• N r ~. .t3~-nc.~.W4.r'K~ a; l i n CC. ~~ r-2oo/efi~ee.,(ssur.,cc/ Q: elegy/.' = iop. ~,, S~ ~P n „~ ,f ,~ ~ ~ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD lA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. com merce. state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Brenda J. Blanchard, Secretary July 23, 2001 CUST ID No.22S036 MICHAEL P MC DONELL 340 PAULSON LAKE LANE OSCEOLA WI 54020 ATTN: POWTS Inspector ZONING OFFICE ST CROIX~COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/23/2003 Identification Numbers Transaction ID No. 662563 SITE: Site ID No. 633274 TERRY SCHNABL Please refer to both identification numbers, STH AVE above, in all corres ondence with the a enc . TOWN OF EAU GALLE ST CROIX COUNTY SWl/4, NW1/4, S31, T28N, R16W FOR: DESCRIPTION: THREE BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 803345 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/01) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST_SAS (01/81) In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound manual, and the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • Access [o the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance infixmation must be liven to the o~tmer of the tank explaining that periodic cleaning of the filter is regnired • 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). In addition, 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. 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. MICHAEL P MC DONELL Page 2 7/23/Ol • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • 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 private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), VYis. Stats. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation operation. [n 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. Sincerely, Charles L Bratz POWTS Plan reviewer II- Integrated Services (608) 789-7893, Mon.-Fri. 7:45 AM to 4:30 PM cbratz@co mmerce. state. wi. us FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: TERRY D SCFINABL N• MOUND AND PRESSURE DISTRIBUTION COMPONENT DESK3N Residential Application INDEX AND TITLE PAGE Project Name: Terry Schnabl 3 bedroom residential mound Owner's Name: Terry Schnabl Owners Address: 750160th Ave. Hammond, WI 54015 Legal Description: SW1/4NW1/4, Sec. 31, T.28N., R.18W. Township: EauGalle County: St. Croix Subdivision Name: na Lot Number: na Block Number: na Parcel I.D. Number. 00&1087-95-000, I.D.#31.28.16.4668 Plan Transaction No,: Page 1 ~,,,,.,.~. Page 2 iO~D Page 4 ~ Page 5 p~ Page 6 iY Page 7 Page $ $PONa Page 9 Designer: Mike McDoneli Date: 07/09/01 ~~ Signature: index and tide Data entry Mound dravu~s `;~ `~ Lateral and dose tank System maintenance sIP~~s ~ ~6'~ Nhamagernent and aar>iingency plan ~i ~p Pump cones arxi specifications O ~' Site Plan ~~ Soil Evaluation Report Q~ License Number. 225038 ~_._. Phone Number: 715-386-8892 ~Y Designed Pursuarrt do the Mound Component Manual for POWTS Version 2.0 SD&10891-P (N. 01/01), and SSWMP Publication 9.8 Design of Pressure Distribution Networks for ST SAS (01/81) Version 3.0 (03/01!01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Inforn (r or c) R 300.00 1.50 450.00. 8.00 96.50 9.00 0.20 ration Residential or Commercial Design Estimated Wastewater Flow (gpd) Peaking Factor (e.g. 1.5 = 150%) Design Flow (gpd) Site Slope (%) Contour Line Elevation (ft) Depth to Limiting Factor (in) In-situ Soil Application Rate (gpd/ftZ) Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) 1,00 Dispersal Cell Design Loading Rate (gpd/ftZ) 1 Influent Wastewater Quality (1 or 2) Pressure I ' ribtt ' n Information (c ore) End Manifold 2.25 teral Spacing (ft) Number of Laterals l~~ 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) 2.00 orcemain Diameter (in) ~ Forcemain Length (ft) ~ ~ ,~v 84.00 Pump Tank Elevation (ft) . V G ~ /"' 6.50 System Head (ft) x 1.3 l ~ ~ 14.25 Vertical Lift (ft) 2.14 Friction Loss (ft) /'~ 22.89 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 i .00 x 1.25 x x 1.50 x 2.00 x 3.00 x Treatment Tank Information Se tic Tank Capacity (gal) Wieser Concrete. ~ Manufacturer Dose Tank Information 600.00 Dose Tank Capacity (gal) 11.82 Dose Tank Volume (gal/in) Wieser Concrete Manufacturer Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ sal treatment for fecal cdiform of <= 36 inches. 4.50 Cell Width (ft) Are the Laterals the highest int in the distribution Y network? Enter Y or N If N above, enter the elevation ft of the highest point. 7.03 ftZ/orifice Does the forcemain drain back? C~ Enter Y or N 22.84 Forcemain Drainback (gal) 62.81 5x Void Volume (gal) 85.65 Minimum Dose Volume (gal) 26.36 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice 1.25 x x 1.50 x 2..00 3.00 Gallonsllnch Calculator (optional) 602.82 Total Tank Capacity (gal) 51.00 Total Working Liquid Depth (in) 11.82 gal/in (enter result in cell B49) Effluent Filter Information Zabel Filter Manufacturer A100 Filter Model Number Project: Terry Schnabl 3 bedroom residential mound Page 2 of 9 Mound Plan View 1- 1_ 1 /1 ~ Q B :. ' Observation Pipe ~ 0 •.f •l~ ~•: :: ••1':f: '~1':.r~. •:1':: :::::::. •••f.••': ••: i-~• -T _~ _~ -j 1 L Mound Component Dimensions Down slo a toe extension made. A 4.50 ft E 31.32 in H 1.00 ft K 12.60 ft B 100.00 ft F 9.25 in z 18.00 ft L 125.21 ft D 27.00 in G 0.50 ft J 8.52 ft W 31.02 ft 450.00 (ftZ) Dispersal Cell Area 2250.00 (ft2) t3asal Area Available 4.50 (gpd/ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.52 (ft) ~I H I F oispersai ceu : 99.25 (ft) Lateral 98.75 (ft)-- ~: ~ ~ ~ Invert Dispersal Cell 3~ ~ ~ ' ~ ' ~ ~ Elevation E ~ ' D : ~ ~; „~..,,.. ~..:~.._,~, ~..,~•. ,~..~.~,•._~.,~.r,~.r„{..~~,.~., ,... ~ .... .. 96 50 C t Ele at on > >`~`~~ ~ `• ~ ~ ~ (ft) on our v i 8.0 % Site Slope Geotextile Fabric Cover Shading Key '~ ~ ~- Dispersal Cetl See lateral details on [] Topsoil Cap ~ ~ 1.5 ft • .• .• .• •• .• ;:; ~ Page 4 for number, © .'.,~f Subsoil Cap "' ~ ::5'~-, ',', ~'•• ,•' f:. ,• •~~ ~ '.; : ~• size, and spacing of ASTM C33 Sand ~ ~ ~ ; ,'T- ~~ ~- -•'•'-~•'~'-~'i'-• • • ~:.~; F laterals. Laterals are "~,."~{ ~,~ Tilled Layer ~ m 0.5 ft •, YP~ ~~ _ .: :j equally spaced from .:•j•,••,••••,•••,•, .• ^5 ~':r::': Aggregate a ~ ~ • ';:~; the distribution cell's ~-.-- q --* centerline in the distribution cell (Ax6). Project: Terry Schnabl 3 bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Daigram Force main ooruiection -ria tee or Dross to manifold at any point. I P •=Turn-upwlballvalve or Ifx-~IFxt2 I x12 j1 claanoutplu9 Holes drilled on the bottom of the lateral. S Number of Laterals ~4 Orifice Diameter Lateral Diameter 1.25 in Orifice Spacing (X) Lateral Length (P) 49. ft Orifices per Lateral Lateral Spacing (S) 2.25 ft Orifice Density Lateral Flow Rate 6.59 gpm Manifold Length System Flow Rate 26. pm Nhnifold Diameter Total Dynamic Head 22.89 Forcemain Velocity Dose Tank Information Electrical ~ per NEC 300 and -•- Canm 16.28 WAC Discor-nect ~_ Laterals ~ force main of PVC Sch 40 per COMM Table 84.30.5 Laterals arc identio al Tank component is properly vented Wieser Concrete. Ca ci 600.00 Volume 11.82 Manufacturer Gallons gal~nch A B C D Dimension Inches Gallons A 28.76 339.95 B 2.00 23.64 C 8.00 94.57 D 12.00 141.84 Total 50.76 600.00 tank. Alarm Manuafacturer LevelArm Alarm Model Number DLV Pump Manufacturer Zoeller Pump Model Number #140 Pump Must Deliver 26.36 gpm at 22.89 ft TDH 0.125 in~g~~ 3.18 ft-- 16 7.03 ft2/orifice 2.25 ft / 1.25 in 2.691 ft/sec Locking cover with warning label and locking device and sealed watertight 4 in. mlft. ~_ ~- Alternate outlet location Forcemain diameter ~1 2 in. weep hole or anti- siphon device P, ump off elevation cft) ~-~- 85.00 ~elevaGon (ft) 84.00 Project: Terry Schnabl 3 bedroom residential mound Page 4 of 9 ' Mound System Maintenance and Operation Specifications Service Provider's Name J. Thompson, POWTS 1NSP.#4819 Phone 715-248-3271 POWTS Regulator's Name St. Croix County Zoning ~ Phone 715-386-4680 System Flow and Load Parameters Design Flow -Peak 450 gpd Ma~dmum Influent Particle Size 1/8 in Estimated Flaw -Average 300 gpd Ma~6mum GODS 220 mg/L Septic Tank Capactity 1000 gal Ma~dmum TSS 150 mg/L Soil Absorption Component S¢e -500 flz 2 ~ 5 L' Ma~dmum FOG 30 mg/L Type of Wastewater Domestic Ma~dmum Fecal Coliform >10E4 cfu/100 mL Service Frot~usncv Septic and Pump Tank Effluent F~ter Pump and Controls Alarm Pressure System Mound Other 1 and/or service once 3 rs Should in and rle~n at least once eve 3 rs Test once 3 rs Should test month) Laterals should be flushed and re tested eve 1.5 rs In for i and once 3 rs iscellansous. Conatryction and Materials Standard 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound Cmponent manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure ping materials conform bo the requirements in Comm 84, Wis. Adm. Code. 4. T~tage of the Nasal area is accomplished with a mold boarc! or chisel pk„nr. 5. The mound structure and other disturbed areas w~l be seeded and mulched to prevent soN erosion and help reduce frost penetration. Lateral Turn-up Detai! Finished ... ......... ~..~. ................ ... ..r......rr. Grade 6-8" Diameter Lawn ~ Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral ``''~y Long Sweep 90 or Two 45 Degree Bends Same Diameter as Later al Project: Terry Schnabt 4 bedroom residerrti'al mound Page 5 of 9 Mound System Management Plan Punsuarrt to Comm 83.!34, YVIs. Adm. Coda t~srrrarat This system shall be operated in axardanoe wNh Cornet 82.84 Wis. Adm. Code, and sl~ll rrrair>tained in aooordarrce wRh tls' oorrrporrerrt mariu~s [SBD-10691-P (N.01/01) and SSWNP Pt~licatton 9.8 (01/81)] and bcsd a state rules pertainkrg to system rneintenarroe and rrrcr~r>oe reporting. No one should ever en~r a septic or pump tartlk since dangerous gases may be present that could came death. Septic and pump tank abandorarrerrt shag be in acxondarrce wiBr Cann 83.33, Wis. Adm. Code when the tardcs are rw kxger used as POtIV'fS componenrts. Septic yr pump ~rdk manfrale risers access risers and callers should be fnspet~ed for water ti~rtrress and soundness. AooeBS openings used for service and asssssrnerrt shall be sealed vretertight upon the completion of service. Any apenirg deemed unsound defective, or subject to failure must be replaced. F..~osed access apenhgs greater than 8-inG~es in diameter shall be secured by an effective kx~drrg device to prevent axiderrtat err unautl~orized entry into a tank or carrrparrerrt. Septlc Tank The septic tarn shag be maintained by an ird'Mdual certified to service septic tanks under s. 281.48. Scats. The contents of the septic tarn shall be disposed of in accordance with NR 113, Wis. Adm. Code. The aperatlng oorrditior- of the septic tank and outlet filler shah be assessed at feast once filler hall! be cleaned aeere necessary to ensure proper operation. The fifier carrtrrdge should rid be removed unless provisions are made to in the may slough off the f~er from its enclosure. ff the filler is equipped wfilt an warm, the filter shah be serviced rf the alarrn is akdivated kantiriuousy. irsennittent fir aiarrris may irdik:ate surge flows or an Kr>perdirig Corrdnuous arm. The septic tank shall have its removed when the vdtsrie of skidge and scrur- in the tarn e~oceads 1 r3 the liquid volume of the tank. ff the coriteriEs of the tank are not removed at the tdrie of a triennial aisseasrrier-t, rriair>teriarice persor-riei strati advise the owner d wren the rted service needs to be perfom~ed to maintarci less than ma~anrrtri sctsn and skidge aatiori in the tank. The addition of biological or cfiernicat additives m anharroe septic tank perfomience is generally rwt required. However, if such pr~odkicts are used they shah be approvett for septic tank use by the Department of Corrxrierce. Pump Tank The pkRrtp (dosing) tank shall be inspected at least anon every 3 years. Aa switches, alarms end pumps shall be tested to verify proper operation. If an effluent filter is iris#alled witFNri the tank R shag be inspected and aervk~ed as necessary. Mound auui Pratreuro ObL'ibutbn System NO trees or shrubs should be planted on the mound. Plantings may be made around the motmds perimeter, and the mound shag be seeded and d as necessary to prevent erasion and to provide sane protection fran frost penetration. Traffic (att>er than for vegetative niairitenance) on the mound is net reonrrxrierided since soli corripardion may hir-der aeration d the ~Itrattve surface wrfMn the maul and snow corripaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be h rraikdied ass pr'otectiori from free¢irig. tnfitiarit quality into the mound system may rat era~eed 220 mgll. BOD~,150 mglL TSS, and 30 mgfL FOG for septic tank effluent err 30 mglL 13OD~, 30 rrigA.. TSS,10 mglL FOG, and 104 du/100 mL for highly treated effluent. Inftuertt flow may not aorceed ma~dmum design flow specified in the pemat for titer iristadlat~n. The pressure distn'bution system is provided with a flushing point at the end of each !slaver!, and d is recarrrrierded that each lateral be fhisliad of accumulated adids at leant once every 1$ naritlis. when a pressure test ~ perfoimid it should be caripared to tl~e ~ti81 test when the system was installed to determine if ortfae clogging ties oocumed and tl orifice leaning is regained to maintafri equal distribution within the dispersal ceN. Observation pies within fire dispersal cea shah be checked for effluent pording. Paling lewais shall be reported to the owner. and arty levels aibove S Niches kansidered are an Ong hydraulic facture requiring additional, more frequent monitoring. Contln ag~ncY Plan ff the septic tank or any d its components become defective the tank or oorriporterit shelf be repaired a replaced to keep the system in proper operating conditlon. ff the dosing tank, pump, pump corrtrok, alarm or rested wiring beoorries defective the defective carr~anent(s) shah be Nrvriediatey repaired a replaced with a component of the carne a equal perfarrnarice. H the mound oomponertl falls to accept wastewater or begins to discharge wastewater to the ground surfeos, i~ w~ be rapeired or replaced in its' present kicetion by Nrg basal anee if toe leaicaige occurs err by ~h+ ~~an and media, and related piping, and reptacng said campaierits as deemed necessary to bring the system NAo proper opereting kroriditiori. See Page~Sof this plan for the name and ~lephone number of your k>cai Povvfs regttlaator and seivloe pnarider- Project: Terry Schnabi 4 bedfaom r~ident~il tnouftd Page 6 of 9 ~ ~ 14 42 - 13 40 t3 38 12 12 36 1 11 }n - 110 32 105 100 30 95 28 90 26 85 1 65, 24 80 4165 75 22 .~ 70 0 20 _ 65 7 18 60 163, 4163 55- '- 16 50 14 45 12 40 35 t0 30 137, :• 4/TA .2S 139 ~ 20 r 15 a 10 ? - 5 HEADICAPACITY CURVE EFFLUENT and DEWATERING WARNING: Model 18514185 should not be subjected to less than 30 feet TDFi. TOTAL DYNAMIC HEADICAPACITY PER MINUTE fT. M. G11. lbs. G+I. Lb~. GII. LM GII, ltr1 WI. ltr1 Gd. lbl Cd. ltre Gal. LSrw Cd. lbw Gd. lln. Cd. 11n, G11. Ltr~. Gtl lam. Gn. .~IM f 1.57 11.3 Q 71 10{ /] 117 1T IT) 17 751 f/ 7S6 101 101 {1 271 - N lJ1 St 270 1f3 S11 1Sf 371 IS 111 10 1,00 511 SO 7] I1 3/ ifl N 171 79 700 f0 111 100 711 N 113 N _ _ 171 fl 110 1N k0 131 p1 U f70 1s /. 1,1 }~ is n n 7 1s 1 u 3/ u u fl {o n7 {o In __ a In lu uT su_}/f /s Sra 20 LIO 1.3 1 1 11 13 1f 76 131 11 710 17 710 st 237 f0 171 SI 120 111 f15 110 3]0 /S 111 75 7A1 1 70 {J 771 ~ 7/ IM S7 21{ f9 211 ~ ~~51 Z10 171 111 IJ7 50.7 1f I)e 10 1.11 s] 101 13 211 fS 70{ fl 170 f0 N0 31 Ile 1H 111 171 ut 13 11{ t0 It11 70 111 11 1/1 1{ 1T7 SS 101 - IS 11] SI 120 101 h1 111 IJI U 170 so tut 11 w 77 Sts - fl 111 -- ~31 211 -- ~71 IIO ~f0 311 - IOO 771 --- 13 170 w te11 ~ Is sl a ul -- 1 ue sl tte n n1 Is u u va to 11.31 IO 111 -- 10 7J -- SI If1 -- 31 If1 - ]0 105 IS 171 91 10 11.n ~ _- _--- a s7 - -- s 11e :1 toe s/ ]a a n0 fo va3 -- -- _--_ --- 17 171 -' 7 1 -- 77 110 --- /S 110 100 70.U - - -~--' ~e u - - 7, n w u1 uo 7zuo - - 7 7e 1 70 7o Su uo nsl -- - -- 7o n 5J0 79.{1 - -- ~_ __ "' y _ 10 b lxlVtlve: 151' 11' 1113' TJ' 1/' K' Si' K' I ' _ ' ' f il I5f 91 112 i11- 186; 418! 14( 41 1 B5, 4185 89, .4189 188,\ 4188 ~" ' 98 ~d1. 0 57,59 4161 '~ 5. GALLONS 10 20 30 40 50 60 70 80 90 100 I10 120 130 140 150 160 {I ;TIERS g0 160 240 320 400 480 560 640 0 FLOW PER MINUTE 000921 ~.(o. 3~ (~.nt, r-tinimccin ~po~y /Yt~e !' ui/ed Note: For Bead Capacity on Model 112, indu ~al column-explosion prooof pump, see FMO219. ~ 9 ~~ ~~ ~/C ~ / ~~ ' ~~77T11 ~ 5o1/ObSe/'!/a-{'rM P`E • Eled~-~~o~, I ~ o ~ ProposLd w r~! a`1 ~ a ,, , a a n ~ Q l ~t .5. /-/wy. ~~ i ~~ ,'~ ,4s1. trtc. ~ lev: ~',~.cn ems.. _~ ~1 _1 ~~-s o~ ~ c ~ ~ 9 \G ~~ ~- ~ d~ ,aa.nr.I.WIr,~K~ a;l in Z~ n1a~/e ee. ~(ssu.~tc/ v elev: iG~O. ~." ~ ~ro poseal 3 b e.droom dw¢.ll fn$ o'~ ~~o poc~.d ~~u.nd 0.-t; 3/.'OZ',rl1S.z/~ W/ ~ S X /Uv "af; s peisa./ cel /.f ow C4~ ProPoS¢.d. I, tJ~oW 1 ~~! "/a Eeia.Ls a ~ ~9.,Z9 i..w/ Y8 ~ C9m6,-~+~:Un S.T•/P. C. or~~,'ces S~ced a638~3i. w/~abt I s~-/co eF~l u..e-n~ ~'~ Iter-at S. ~ ou.t/e.~ ~ vyo o, 9.s~ BI c°h~~ Sc~.yoA.d.c. ~ ~ jg5.3y• -~.~ i ~..Proh;b;fe 9~yq' ~~ ~ "$d~. vo P"U. c. ~~, ~ Force wta~n 96.0 ~ ~``r6q,~ ~ ~ e -- ~e ~''eQ ' 9~, _ az~ ~.° ~u~ ~ ~~~~ ~.Bo~9 Wisconsin Department ofCammerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code 1360 P~ --1._._of 3 A.C.E. Sal 8 Site Evaluations County Attach complete site plan on paper not less than 8'h x 11 inches in s¢s. Plan must S_t. CroiX include, but not limited to: vertical and horizontal reference pant (BM), d'iection and -- - _ - - percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I D. _ 008-1087 _9.5__-_000_, _I_D_#31.28.16.4666 __ - -- Please print all information. Reviewed gy Date Personal information you provide may be used for secondary purposes (Pm~acy law, s. 15.04 (1) (m)). Property Owner Property Location Noris 8~ Gertrude Moniken Family Trust Govt Lot SW 1/4 NW 1/4 S 31 T 28 N R 16 W ---- Property Owner's Mailing Address O Lot # r Bkx:k # Subd. Name or CSM# 222 Co. Hwy. BB _ ~ __ ~~ ____ - City State Zip Cade Phone N ber ~] City _J Vllage ~!i Tam Nearest Road Baldwin i WI 54002 ~ 715-684-392 Eau Galle 5th Ave. & U.S. Hwy. 63 New Construction Use: !~ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD -- --- - _J Replacement J Public or commercial - Describe Parent material loess __ ___ Flood plain elevation, if applicable _ __--na_ General comments and recornrrrendations: System elev. = 98.75' at 27" above 96.50' contour. Boring # J Boring ' 9~~ IJ/ Pit Ground Surface elev. _ 94.98 ft. _ Depth to limiting factor -- in• Sal Application Rate -- ---- - Horizon De th p Dominant Caor Redox Descri trop p Texture Structure Consistence ~ Bounda Dots i ry - -- BPD/ftZ- - * i , Eff#2 'Eff#1 1 0-4 10yr3/2 none ~~ sif ~ 2fcr __ mvfr '~ - ~ -- - as 2f,m ., 0.5 0.8 __ _ - _ 2 _. - -- 4 9 - T-- --- - 10yr4/2 - ---- none --- sil ~ ~- 1 thin pl ---- 1 ~; mvfr j _, ~ cs '~, 2f,m,c !, 0.2 0.3 _ _ i- -- ; _ _ _ - _ 3 __ _ _ _ ' 9-22 -~ - - ----- - -- 10yr5/3 ----~ - - - _ --- -- 2fd 7.5yr5/8 _ j sil lmsbk mvfr ~I I - ', 1f,m, 0.2 0.3 : _-_ _~_- - -- - - - ---- --- _ ---- --I-- ,_ -- _ - -- -_ _ _ __ _. -_- I i i ~ ! _ _ __ - - - _ - - _ - ; r , ~ - - Boring # J Boring ~1 Pit Ground Surface elev. _ - 95.16 ft. Depth to limiting factor __ _14" ___in. Soil hcation Rate App' Horizon De th p Dominant Caor ! Redox Descri lion p Texture Structure Consistence 'I Boundary Roos _ - - -G_.PDfft? _ -- - __ ' Eff#2 'Eff#1 1 0-4 10yr3/2 none sil ~ I 2fcr ~ mvfr as 2f,m 0.5 0.8 -- - _ - - -- __ ~ _ _-_--_ -- I _.__ i _ .._. ,- -,_ ___ _ _ _ __ y sil ~ thin pl mvfr 2f,m,c as 0.2 0.3 __ _ _ -, 10 r5/3 none i sil lmsbk mvfr i ~ cs 1 ,m 0.2 0.3 _.. ___.~__ --_ ~_ _ ___--- --- -- -. ---- _ -; __ . - -- - - 4 '- 14 22 10 r5/3 2fd 7.5 r5/8 ~j sil j I _ 1 msbk .. _ - -- ! mfr _ 1 _._ _. _ I ', - 1 f __.- - 0.2 0.3 __ - Effluent #1 = BOD y~ 30 < 220 mg/L and TSS < 150 mg/L uen = BOD < 30 mg/L and TSS <~0 mg/L SST Name (Please Print) S' ature: CST Number James K. Thompson 3602 Address AC.E. Sal 8 Site Evaluations ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceaa, WI 54 0 2/26/01 715-248-7767 Property Owner' Noris &_Gertrude_Moniken Fam~__ p~~ lp # _008-1087-95-000, ID#_ _ _ _______ Page _ 2.__ of _ 3- _ ~ I o_,__ .. ~ Borlnq ~ ...~ .. ~/ Pit Ground Surface elev. ----_'--- - __ __--_._ __ m. Soil Application Rate Hor¢on Depth Dominant Color Redox Description Texture Structure Consistence I Boundary Roots i, Ol?DJfL __ .. - ~ ! j 'Eff#1 'Eff#2 1 0-4 ~ I 10yr3/2 i ~ none sil 2fcr mvfr , as ~ 2f,m ~~ ~ i 0.5 0.8 _ - - r - ~-._ -- ---_ -__ _ - _ - - 1 - _-_ 2 4-9 i 10yr4/2 I none sil 1 thin pl i mvfr ~I 2f,m,c as 0.2 0.3 ~ _ _ t , 3 9-11 10yr5/3 none ~I sil 1 msbk ' mvfr cs ; 1 f,m,c 0.2 0.3 -- 4 ~ 11 24 ! 10yr5/3 2fd 7 5yr518 sil 1 msbk ~ mfr - ~ - 0.2 0.3 -I - - -+-_ I I t Rnrin.. it ~ BOnng ' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS < 30 mg/L and TSS <30 mglL "The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format. Tease contact the denac~tment aT 608-266-3151 or'FTY 608-264,8777. ~t-5. f-~wy. ~3 _~_,4~ t Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT ~...~......ri~..nn un4M f`rvnm AF 1A/ic G`im (`rolc New Construction Use: ,{ Residential /Number of bedrooms 3 _.,j Replacement Public or commercial -Describe: Parent material loess General comments and recommendations: System elev. = 98.75' at 27" above 96.50' contour. Code derived design flow rye Flood plain elevation, if applicable 450 GPD na ^ Bonng # ---~ Bonng 1/J Pit Ground Surface elev. 94.98 ft. Depth to limiting factor 9~~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP *Eff#1 DIit~ *Eff#2 1 0-4 10yr3/2 none sil 2fcr mvfr as 2f,m 0.5 0.8 2 4-9 10yr4/2 none sit 1 thin pl mvfr cs 2f,m,c 0.2 0.3 3 9-22 10yr5/3 2fd 7.5Yr5/8 sil 1 msbk mvfr - 1 f,m 0.2 0.3 ._ C Page 1 of 3 A.C.E. Soil & Site Evaluations County Attach complete site plan an paper not less than 8'/: x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference pant (BM), direction and p~ I D percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . 008-1087-95-000, ID#31.28.16.4668 Please print all information. R By Dat Personal information you provide maybe used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ D y''O Property Owner Property Location Noris & Gertrude Moniken Family Trust ~vt• Lot SW 1/4 NW 1/4 S 31 T 28 N R 16 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 222 Co. Hwy. BB City State Zip Code Phone Number City Village Tanrn Nearest Road Baldwin ~ WI 54002 715-684-3924 Eau Galle 5th Ave. & U.S. Hwy. 63 '~ Z Boring # ---~ ~~ ~ ng 14" in. ~ Shc Ap~licafion Rate ~ Pit Ground Surface elev. 95.16 ft. h to limiti factor -~. Horizon Depth Dominant Color RedoxDescription Texture Structure Consistence Boundary Rooms , :.~ ' .- Dlit=- *Eff#1 *Eff#2 1 0-4 10yr3/2 none sil 2fcr mvfr as 2f,m 0.5 0.8 2 4-10 10yr4/2 none sil 1 thin pl mvfr as 2f,m,c 0.2 0.3 3 10-14 10yr5/3 none sil 1msbk mvfr cs 1f,m 0.2 0.3 4 14-22 10yr5/3 2fd 7.5yr5/8 sil 1msbk mfr - 1f 0.2 0.3 1360 `. .` * Effluent #1 = BOD ~ 30 <_ 220 mg/L and TSS > < 150 mglL * t #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sig re: CST Number James K. Thompson sue- 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceaa, WI 20 2/26/01 715-248-7767 property Owner Ngris & Gertrude Moniken FamiN Parcel ID # 008-1087-95-000, ID# Pie 2 of 3 Boring # ~ Boring Pit Ground Surface elev. 97.00 ft. Depth to limiting facts 11" in. Sal Application Rate Horizon th De Dominant Caor Redox Description Texture Structure Consistence Boundary Roots ' p *Eff#1 *Eff#2 1 0-4 10yr3/2 none sil 2fcr mvfr as 2f,m 0.5 0.8 2 4-9 10yr4/2 none sil 1 thin pl mvfr as 2f,m,c 0.2 0.3 3 9-11 10yr5/3 none sil 1msbk mvfr cs 1f,m,c 0.2 0.3 4 11-24 10yr5/3 2fd 7.5yr5/8 sil 1msbk mfr - - 0.2 0.3 ^ Boring # -.,] Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon th De Dominant Caor Redox Description Texture Structure Consistence Boundary Roots = p *Eff#1 *Eff#2 ^ Boring # --~ ~~ ~„~ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon th De Dominant Caor Redox Description Texture Structure Consistence Boundary Roots ' p *Eff#1 *Eff#2 I * Effluent #1 = BOD ~ 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 =GODS < 30 mglL and TSS <30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. i ^ ~~ 1 c~bse~va~'w~ P, • E/eda.~~o., /jo-rYS ~' Gam.-~u.~r rrlo~; v~ .,~+,'y T~uS-~ Ea k 6q//c, S~ . C.ro i,r Coy i..3' ~f ~~. 99! o 'Conz~ok r B! ~ qs. 39' • 9s. ~~' 9~A~' . 3 od:3 96.0 ~ 96.Q3. -- -- ---.;9(o..$i.~ 82 9~~~-~-- ~~ ^ • 9r••7S/' ~~ ~ ~ 9G.o6 ~n~bou~ D3 ~ ~~ . ~ , I}s~.trct. Elegy ~ ~~.~ .~~ n2ao% ee. ~4ss u r-,cci r ~J. ,~wy.~3 -~~~~. ~Cc~' ~/360 W a z O ~~ i ;n O ~ Gt! L DQ ~/ ~~ ~ ~ ~ ~ ~ ^~ b ~ - ~ ~/o ~ _~ ~- , ~ ~~X S~ " ~ \. MME ~ f c b.1` ...- -- O, V_ ~ :~ r co u'+ ~ ~._ __ `il '~ . ~~ ~~ _ _~_ a ~ ~ :a °I ~. ,~, ~ Q .; ~~ 09/10/2001 1p:51 F!1.Y 851 844 3488 LC5170 L X1001 SEP-iB-293 19:39 qM P1. C. E. 'loll & Site Etant_ 715 248 7764 p~p2 ~~~ CQ~ . sic rt~c M~x~-rres ~a~ owiv~s~ c~xTrFrc~-~toN Foy Owtla~Buyar ~i''ry 5c.lt nQ6~~ Mang A,ddresa7S0 ~ 6 C~ ~ ~v~e _ ~ .~, m~--~% c.~ /. S~/O i S _~ Propa~ty- Address a l~z ~.dt [Verificaiitm srquitnd &am P~aanii~ Department for sow t~ 3 f . Z8. ~ G . S~6G 8 City/State _ ! ~a,~~M,4c~J f . peal Idantificateo=s Nambaa' 008- /0 8?-95-~ QN Pe+aperty Laxt~on ~ '/, /lC.J ~+. Sec. 3 ~ - T z8 N-R ~~ Rt, Town of ~~.~~°'~ S~6divitriot~ ~-- _ - .Lot # - Certf~etl Sisrvey lYlsp # ~- -- - Voiurne - Page # w.rranf~- n~a ~ ~ ~ z 3 9~~' . Voiutne i ~~ s __ ra8tr ~ 3 i 9 Spec house d yes Rio Lot fines idtn>~fiable ryes ^ ao 2~ SY~ MAINTF,I~TANCE lmpraperuse sad moiutenauccolyaur septic syiwra oauld resole in it: pe+emattare failuQ+e m lbaedle w~aetea. P=vpe~u consists o~ pnmpmg o~ the aepNe taulc eret:y Eltine years or'oaaer, i#' aecdsd by s licensed pumper. WBst rtm put ieno the syatio~s era effect tl~e of the scptle tank as a treslaieQt adtige in the waste disposal sysbcm. 'ihe property owner agrees so aubeiit m $k Cco>a T.cniog D a o~UScatian fuim, ai~pd by ~ r and by a mae4arpb~ber, jaumaylr~taplumber, reat~tedplumbetr ar a 13ocnsedpumper vetifYmg tluu (1) t9yo oe-aibe ara~t+attsd[spoaal ayseeeq is bu proper opertea'ytg oamditton and/or (2y after insspeotlaa and gamp9ctg (if pecas9ary), tbtr aeptit: a~ is lraa ~ 1/3 tu11 o~'stt~e. IJwe, the undersigned buYC errad the above mquiremantx fnd sgmu to maintain ttu private sawggr disposal system ai$ 8tle ansidaedr Set ~. hwmo, A3 SCR fly tho ~ Qf (bm s~ tl+e peFBrtIIlent of Natsl[ei ~E504'i~C~S~ State O~~IlGOAfia. ~E60on staling that your septic system bas beam >nsintaiaed mulct be eompi~cted and tNmxled to rise Sk Ckoi~ Couafy ,7.Qaiog Ot3ioe witbm 30 tleya of the rear earpiratlo re. ~ ~~ NA'T[JRE G1+ CAl4T X178 o~ c>~~zcar>rorr i (we) aartity that all ststamenis an this farm arc true to ebe beat of my (ouz) ]mowiadse. I (we) am (are) da:+ owaes(a) of the pmpe cn'hed sio try bar viriuo of a wesreaty deed recorded h; kegiater o~ Aeeds t]igm. /t7 5iR3NA F AFPLIt'A1dT ~ DA'1,'B *~rs.+ Airy iat'ormati~ou that is mia~CShcCedmar res~ilt is ~ ssnLtacy P'eraiit being aevokGd by the Zpaia$ Dppactmrut. •y" ~~"' *• Yoclaae.vith t1116 Appuc:etao: a atllmpCd araamaty deed tin tke Regletee orne.da ot'tlca a ~9 of the oeitlSed survey ~ if tefere:LOe Is mado in the araseaaty daod ~c, ~hrEr~T No 4444'7 o(~~ ~r.~'rF: Ii:~It ••r' wlsct>aslx Futt~t s-ISaz QUiT CLAIM DEED Judith I. Godfrey and Robert Godfrey, hu~band and wife and oach in their can right; tennis J. Nbnickeii a~ Susan hicnicken, hus::and and wife and each in their c~wn ri ht; Holl Jt Bocth and Randy Booth, wife and husband _. 3ri~ each iri eir own right qu,t-c aims o ,\ _ _ F~NLILY TRUST VORRIS F.. bIONICFCLI'^I :~.~ CtUD~ M4NI~N REGISTER' ~ OFFICE ST. CROIX CO., WI Ret'd for Record Jr~,~ 1 ~' 1'39 at /~n //A:30 A.M w V l Regfsrer of Oeeds St... (~12C ... - .County. thr •'nU„~~ ,~,, drsirihed real es'~tt to ' RE'. q'~ D i ~t,ctr of 1~'I;ii,n~in' Lets 19 and 20, B1cck "B", Hewn Heebink's Addition t~~ ' the Village of Bal~:+:in. _...-- ' Also, Q An undivided one--r~lf interast in West One-half of '^ax ravel No: ...- ? ~~ ' South Half of Vort:...~est Quarter, Section 31, Town 28, l ~~ Range 16, subject. to highway conveyances and easements of record. ` Also, the south right of way line of State Cor~rr ng 370.1 Poet easterly as measured alon~~ ~~ :,away 12 F~ the intersection of said right of way line and the ~`~~ ~COnsin, East line of Guerk:nJcs Addition to the Village of Baldwin, St. Croix Coun_1, t1-:ence continuing masterly along sawn hlgneaofrthetChi~:ago,lSt Pau?S Minneapolis andt~ thence South to tY:e D3orth right of ay road ri ht of way to a point aue south . 3 Clnaha Railroad, tt~lce Westerly on the said rai 1nnin ', ~ of the point of binning, thence D1orth to pc,int of beg' g• ;~ -_~ `r'E~ ~~_~~ :~ $ ~~Xu~.~' This 7_S nOt homeste„d property. till ~t3 nc[, ~tZ day. °° [,atE~t thy, / ' ! ~ / '~ ~~ ,_ t !~ ',. ~~~ -C~ ~ 'i ~..,~ (SEAL ) Judith I. God_`-e~ ,~~~ m~ ° ;SEAL) Dean s J. ^bI'li-- en /~ ~ ~ ~ i ~ (.SEAL) Holly th AUTHENTICATION i30Vember 19 8g -~~ ~ ~ .c Rabe rt Goof red Susan ~bnic/ken (SEAL) ACgNOWLEDGMENT signature(s) ...111dJ-th- -I• -GQdfreY. F.~b2Tt-.,-.. e pen nis J. Manicken, Susan - - ~keri ~ HbIIy 3 : BboYh and RarLdy F~ooth a ate hi L~.~-day of...I~IC??I~IO~E;Z-. --... 19--85 ~ - - - - - i~~~~ - ---- - -- -- - - - RQbext .. R,. - Gav~.c _ _ .. TITI,F.: `tE;~IBER STATE BAR OF NISt:O\SI~ ([ t not, - authorized by ; 70~-~~. Nis. Mats.) STATE OF R'ISCO~SI~ C`.' Count. ~ Personally came before me th'.s -_ dac of t;, the abnce camc~d why exec~rte~ the to me kr,mvn to he tcP per;nn f~rre.nin~ in~tr~:n;era an~1 ~rkn,,wle l,e the crime. ...5 iP •_E !'CSERVE'.~ I:JR RC.-'~'R(`~NC: DA'• '-~ N=,i R.; V==VT Yip= ~PiF"cam A`! ROBEP.T R. C'Y'."IC /~Q~~ ~o~ 1615p>,,E ~~ ~ I STATE BAR OF WISCONSIN FORM 2 • 1999 Document Number WARRANTY DEED This Deed, made between Betty E. Monicken, Dorothy Sebion and Clifton Martell Grantor, and Terry D. Schnabl and Sheryl L. Schnabl, husband and wife Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): 642395 KATHLEEN H. WALSH REGISTEk OF DEEDS 57. GROIX CO., WI RECEIVED Fit RECORD 04-09-2001 4:30 DM YARRANTY DEED EXEMPT # CERT COPY FEE: COPY FEE: TRAIrSFER FEE: 112.50 RECORDING FEE: 10.00 PAGES: 1 Recording Area Name and RelurpAddre s The West Half of South Half of Northwest Fractional Quarter (W '/, of S %r K t ofNW Frl 'h) of Section Thirty-one (31), Township Twenty-eight (28) "rJ0 p S~ att~ ~~~0 ~b North, Range Sixteen (l6) West, St. Croix County, Wisconsin. 7fl q~t 008-1087-95-000 Pazcel Identification Number (PIN) This is not homestead property. OII (is noQ Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any. Dated this ~ day of March • 13e .Monicken • Dorothy Sebion Signature(s) AUTHENTICATION authenticated Ihis_~~ d ^~ DIANE M. BARREN otary u Ic TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706A6, Wis. Stats.) 2001 • Clift Martell • ACKNOWLEDGMENT STATE OF WISCONSIN ) cc,, ) ss. 3T'. ~!}C Cuunty ) Personally came before me this ~Q day of March 2001 the above named E. Monicken, Dorothy Sebion and Clifton Martell to me known to be the person(s) who executed [he foregoing instrument and acknowledged the same. r Notary ublic, State of Wisconsin My Commission is permanent. (lf not, state expiration date: .) THIS ]NSTRUMENT WAS DRAFTED BY Attorney Kristiaa Ogland Hudson, W I 54016 (Signatures may be authenticated or acknowledged. Both are not necessary.) U~' i Q~ 2~-1 ~~ ~~~(~ ~g ~~ ~v ~~, l 'Names of persons signing in any capacity must be typed or printed below their signature. a+ormatb~ r~oras~d,ais Comeany. Iona au taa, m STATE BAR OF WISCONSIN soo-esszozi WARRANTY UEED FORM Nu. 2 - 1999