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042-1069-60-020
0 y 0 ~ v n G O c d O c N m o 3 ~ A 41 N m 3 = ~ ~ A'+ cn v v o Cl) -4 cn A N o "Y v m C C N N r. C 1 N 3 3 C: t3 co S° o a p p n w" CD c C. c N ~7 ? a° rn C 1 N CD 7• 7• 53) n w 'T NO _ -0 O O) w 0 a' * D o ~ N. c fk 7 O Qt CD L N ti` v ~ D C O 3 O m rn ~VI O 0 N V CD N N U) CD nO CD S N p C D a ~ c m ' ro 'N CL C 3 C N N cr w m cn ~ CD ~ fD N to O I ~ ~ w D D o O C CL 3 I ~ ? N CD o c m O 3 CD cD (P -4 W 7 C p _Z CD d M (D A (Z 7 N O Z N CNJ~ W T a Z A .Z7 O rT cn Z A 41 D o n n D c v S nsi n CD a v c o y C=)~ Z a vwi co o CD -m +mo ~ =fDaW a -o Co CD cCD cLw 3 o ° o 0 o y cb v ° 3 v M0 v 5.3-o a fi ~ i ~ C O (D N i ~ z Q o .q N (D O N 00 -4 O O R S ti ti ti CD dC Oo <s O 0 0 m 'I Parcel 042-1069-60-020 08/24/2009 11:15 AM PAGE 1 OF 2 Alt. Parcel 25.29.18.391A-10 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 08/11/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - ROSCON PROPERTIES LLC ROSCON PROPERTIES LLC 1353 AWATUKEE TRL HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 0.000 Plat: N/A-NOT AVAILABLE SEC 25 T29N R18W PT SE NW, PT NW SW, PT Block/Condo Bldg: NE SW COM W1/4 COR SEC 25; TH S00' W 1325.19 FT; TH S89' E 517.57 FT TO POB; Tract(s): (Sec-Twn-Rng 40 114 160 1/4) TH S89' E 2121.90 FT; TH N00' E 1980.61 25-29N-18W FT; TH N89' W 470.15 FT; TH S00' W 1622.95 FT; TH N89' W 1651.89 FT; TH more... Notes: Parcel History: Date Doc # Vol/Page Type 04/03/2009 892440 WD 04/02/2008 871961 QC 08/11/2006 831932 WD 08/11/2006 831931 WD more... 2009 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06108/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 20,000 136,500 156,500 NO AGRICULTURAL G4 34.032 5,100 0 5,100 NO Totals for 2009: General Property 35.032 25,100 136,500 161,600 Woodland 0.000 0 0 Totals for 2008: General Property 35.032 25,100 136,500 161,600 Woodland 0.000 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 Parcel 042-1069-60-020 08/24/2009 11:15 AM PAGE 2 OF 2 Parcel History: cont. 09/02/2003 738181 2395/105 EZ-I 05/13/2003 721248 2239/506 WD 09/10/1990 462208 880/609 WD Legal Description: cont. S00' W 359.49 FT TO POB (PARCEL I) Parcel 042-1069-60-010 01/02/2007 02:24 PM PAGE 1 OF 1 Alt. Parcel 25.29.18.391A 042 - TOWN OF WARREN Current ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/11/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner RI JANET P STOUT O - STOUT, RICHARD O & JANET P PO BOX 292 SOUTH ST PAUL MN 55075 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: 61.440 tiat: N/A-NOT AVAILABLE SEC 25 T29N R18 ;NE S A PT NW SW lock/Condo Bldg: EXC CSM 3-770 & ECS; 17-4 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 25-29N-18W Notes: Parcel History: Date Doc # Vol/Page Type 09/02/2003 738181 2395/105 EZ-1 05/13/2003 721248 2239/506 WD 09/10/1990 462208 880/609 WD 2006 SUMMARY Bill Fair Market Value: Assessed with: 149574 Use Value Assessment Valuations: st Changed: 05/31/2006 Description Class Acres Land ' Improve Total State Reason RESIDENTIAL G1 4.000 40,000 273,000 3 3,000 NO AGRICULTURAL G4 57.440 8,800 0 8,800 NO Totals for 2006: 1114 General Property 61.440 48,800 273,000 321,800 Woodland 0.000 0 0 Totals for 2005: General Property 61.440 9,500 0 9,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount 018-RECYCLING SPECIAL ASSESSMENT 15.00 I Special Assessments Special Charges Delinquent Charges Total 15.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division ► Sanitary Permit No: INSPECTION REPORT 479232 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 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 Parcel Ta t! Stout, Richard Warren, Town of CST BM Ele~v: r Insp. BM Elev: BM Description: / Sectionrrown/Range/Map No: 1 0-6 i" 411,q P 06 1b IA- -4 1(424. 25.29.18 3F1 D TANK INFORMATION D ELEVATION DATA TYPE MANUFACTUR CAPACITY STATI N BS7d HI . FS ELEV V. S 10 Septic r / a~ Benchmark 3 ~03✓ Dosing Alt. BM T f Gti! t~ K GY Aeration lf_r rn~ 04- ! ~Z Bldg. Sewer Holding v7 ? StJHt Inlet t J 3 TANK SETBACK INFORMATION St1Ht Outlet TANK TO P! WELL BLDG. Vent to Air Intake ROAD Dt Inlet v Septic y U_ )420 Dosing Head rlMan. ' 96- Sys- Aeration Dist. Pipe . 0 105' 1k. ~ b Holding Both f 1i~ J/' Final Grade PUMP/SIPHON INFORMATION dAZ4V` M1-I eSf' 7 Manufacturer Demand St Cover j GPM Model Number TDH 1-1 74 S~ rictign s System Head TDr~r ~A p O ~ r r l Forcemain 11-ee, tb IDia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. T uid Depth DIMENSIONS j _ ' (ou, 115__ SETBACK SYSTEM TO tJ P BLDG W LAKE/STREAM L C NG Manufacturer: INFORMATION CHA ER OR Ty f System: Model Number: ON SYSTEM DISTRjRUT Header anifol Distribution x Hole Size x Hole Spacing Vent to Air Intake ! Pipe(s) 3 /f Length_ Dia 7 Length Dia •0 Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched t~ Bed/Trench Center f ' Bed/Trench Edges Topsoil I Yes 1 f No Yes No y ~r COMME S: (Irk ude code discrepencies, persons present, etc.) Inspection #1: -l J l (l Inspection #2: ILZ J05 Lr Location: 1411 74t Avenue Roberts, WI 54023 (NW 1/4 SW 1/4 25 T29N R18W) NA Lot Parcel No: 25.29.18. 1.) Alt BM Description = ( J 2.) Bldg sewer length =i ! - amount of cover = Plan revision Required? Yes No Use other side for additional information. Date Insepctor'4Sn-tur~- Cert. No. SBD-6710 (R.3/97) Safety and Bulldi Division County ` MW 241 VI(. Washington A 10. Box 7162 C lJ t` irscons n Madison, WI 7 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266-3 Z 3 2 Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 3 S may be used for secondary purposes Privacy Law, s15.04(1)(m) Project Address (if different than tnailing address) 1- Application Information Please Print A11 Informad . I `f"1 Ave_ Property Owner's Na me arse! fl ~4Re # $ # / C i r .G bt .E .r+'c[ Jam- ~ ! Gr Gc ~ ~ i D . Property Owner's M ailing Address rty Location T. C ~ S ROIX COUNTY a~ ~ Ctty, State Zip Coda r= 'A~~ 'k,Section r'~a z 1 i ircle 0%) II. T T N, f ype of Building (check all that apply) k&t _ R E or ❑ 1 or 2 Family Dwelling - Number of Bedrooms I ❑ Public/Commercial - Describe Use G yGs ❑ State Owned - Describe Use OCity I~Village 'L'ownship of f~fQ yx.~~ TF;CNew ype of Permit: (Check only one box on line A. Complete line B if applicable) System ❑ Replacement System ❑ Treatment/Holding Tank Replal:eu7ent Only Other Modification to Existing System 1 B • ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner I I i i r rr II ly. . Tyke of POW TS System: (Check all that apply) ffpgtt,.~ = p ❑ Non -Pressurized In-Ground ),-'Mound > 24 in. of suitable soil Momid < 24 in. of suitable soil ❑ At-Grade ❑ Single Pass Sand Filter i C Comtructed Wetland ❑ Pressurized in-Ground ❑ 1lolding Tank Ci Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter i I f ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line i ; Gravel-less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: _ _ - Design Flow (gpd)Design Soil Application o Rate(gpds Dispersal Area Required (sf) ispersal Area Proposed (sf) System Elevation _!1~1 Vl. Tank Info Capacity in Total Number nufacturer Prefab Site Steel^ Fiber Plastid Gallons Gallons of Units L4>(?- - J Concrete Constructed Glass JNN~eww1 Existing RAIM . Tanks j Sep[ic or Hotding Tassk^ ~J e~-e y Aerobic Treatment Unit _ DOSin g Chamber - ~ a 1 .'eser _ VII, Responsibility Statement- 1, tht undersigned, asswne responsibility for ' tallation of the POWTS shown on the attached plans. _ Plumber's Na me (Print) Plumber's Si gnature P PRS Number Business Phone Number ~L.r1i"~li4dYt .5'~~l•GtM~'~4 ~ ~ tea? ~'9® rs-3~'~~,31.21 Plumber's Addre ss (Street, City, State, Zip Code) I Y111, .Count /De artment Use Only j i X Approved ❑ ' pprov 7SSanit-aryPermit Fee Groundwater Date issued Is wing et Signa a (No Stamps) harge Fee) <Zip LCD 11 Ow rven Reaso Denial _ --_S IX. Conditions of p rov / al SYSTEM O 1 Septic tank, effluent filter and dispersal cell must all be serviced / maint insd I a as per management plan provided by plumber. 2. All setback requirements must be maintained i as per applicable code/ordinances. Attach complete plans Ito the county only) for the system on paper not less than 81/2 x it inches in size SBD-6398 (R. 01/03) So%l eda/ua6'cn ,a 6 • ExiS~i'r~ grade elect ' /oCaL~t~tD~op. 5~vt'e 1 Seale: I ~o' V~ v ~i pre pee d /►?ou a ati, Z Z~ 3S `e~aQ y? d, s fii b w ~i"ar, /afero/s / x st9.3 Sc' y,~ Proposed p osc ~ e o 5 fj C. i6a.n fabc) ~S e u `nf by IOL cr` f10 ,a2 cl- 5y51 y'ScA. Flo A./, C. #f. 3035/ bu;ldiT C"/L,4 CM- Irnc• _~roQost d t,J c st ~ C""C,- f i i W L P ).s0 • n'f Q ~C? t.~.m f~ G~ia.+~ ~G` c~ ~ ~ .e nch COPYWiOft: /1,2; l i h Sma doy E~°~er 4 $tir mtd QItj, = /u0, ca ` enc 6 r,Mr,<: no of to f S62 Cad Gis ~ E/ev = QS. 9o' P9.809 Safety and Buildings 4003 N KINNEY COULEE RD commerce.Wi.gov LA CROSSE WI 54601-1831 TDD (608) 264-8777 scons'n www.commer/ Department of Commerce www.wisconsin.gov Iti Jim Doyle, Governor Mary P. Burke, Secretary May 23, 2005 CUST ID No.227990 ATTN: POWTS Inspector WILLIAM C SCHUMAKER ZONING OFFICE SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/23/2007 Identification Numbers Transaction ID No. 1139495 SITE: Site ID No. 698662 Richard Stout Please refer to both identification numbers, 140TH Street above, in all correspondence with the agency. Town of Warren, St Croix County FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1018757 Maintenance required; 600 GPD Flow rate; 19 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD-10691-P (N.01/01); Biofilter 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, f'pl l stats. APP I The following conditions shall be met during construction or installation and prior to occupancy or use: DEJ~A I2TMEW Approval Requirements: N % PAN • This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE CORRE "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.01/01) 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 See. 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), Wis. Stat • 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 representatives of the Department which may include local inspectors. WILLIAM C.SCHUMAKER Page 2 5123/2005 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, Fee Required $ 175.00 ) r~ Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789-7893, 7:45 am - 4:30 pm Monday - Friday cbratz@conmierce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 C? COMPO`(ENT DESIGN © C ?UND AND PRESSURE DISTRIBUTION N 4 Residential APPlication co j INDEX AND Tt11E PAGE C) 4) [L1 ~ g'S residential mound 40roject Name: pick Stout - 4 bec#room C~ owner's Name: Dick Stout pywner's Address: 1353 Awatukee Trail Hudson, Wl 54016 Parcel Address: Pending. Legal Descrii : NW114 SW114, Sec. 25, T.29N., R- 18 W Warren Tows: County: St.Croix Subdivision Name: South 35 Acre Parcel Block Number. Na___ _ ' Lot Number- parcel I.D. Number Plan Transaction No.: page 1 Index and title page 2 Data entry; Page 3 Mound drawings page 4 Lateral and dose tank fications page 5 System maintenae seep `FC Page 6 Mane and contingency plan t f GS curve and specifications 4 Page 7 Pump curve page g Page g Soil Evaluation R . g~ ~umaker License Number rt; 88..3121 D w phone Number. (7) Date: Signature: Version u2.0 tiSD8-1069 s for ST-SAS)(0118'1) to Mound component manual for POWTS the and SSt111MP Publication 9.6 Design of Pressure Distribution Networks Page 1 Of 9 i Verb 4.01 (R. 09104) Center Connection Lateral Layout Daigram Force main correction via tee or cross to manOW at an pow L Laterals are kkwiijaal P S = Turn-up vdbelt valve tx X--+I* d2 Luis & force man of PVC Sd++tD etersnorrtPw9 per COW Tat#$4.30-5 tides dried an dw bvtt m of the lateral i Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.00 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 49.34 It orifices per Lateral 20 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 feidfifoe Lateral Flown Rate 8.24 gpm Manifold Length 3.00 ft System Flow Rate 32.95 gpm Mlanifoki Diameter 1.50 in Total Dynamic Head 15.32 ft Forcemain Velocity 3.37 ft/sec Dose Tank Information Locking cow with warning label and looking de-Ace and or- sealed wigtrt Electrical as per NEC 3t3 and - Corran 16.28 WAC Disconnect 4 in. tan. Tank component is properly vented Altemate ourtlet location Forcernair ciarneter Wieser Concrete Manufacturer 2 in. Capacityl 750.36 Gallons - Volume 2028 gallinch A Weep tole or anti- Dimension Inches Gallons B siphon device A 20.69 419.68 C B 2.00 40.56 Purnp off elevation (ft) C 2.31 46.76 88.50 D 12.00 243.36 D Total 37.00 750-361 IF- Dose tar* elevation (t{) 3 BBeddiftg u r tank. 87.5() Alarm Manuafacturer LevelAlm Alarm Mittel Number DLV Pump Manufacturer Goulds Pump Model Number 3887 EP05 Pump Must Deliver 32.95 gpm at 15.32 ft TDH Project: Dick Stout - 4 bedroom residential mound Page 4 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Genural This system stall be operated in accordance with Comm 82-84 Wis. Adm. Code, and stall rnairttwied in accordance with its' component marnals [SBD-10691-P (N.01)01) and SSWMP Publarabon 9.6 (01/81)) and local or state rues pertaining to system maintenance and maintenance reporting- No one shroud ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump lactic 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. Arry opening deemed unsound, defective. or subject to fame must be replaced- Exposed access openings greater than 8-inches in diameter stall be secured by an effect we boding device to prevent accidental or unauthorized entry into a tank or component- Septic Tank The septic tank shall 'be maimed by an i ciividual certified to service septic tanks under s. 281 A8, Slats. The contents of the septic hank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter stall be assessed at least once every 3 years by inspection- The cutiet filter strait be cleaned as necessary to ensure proper operation. The low cartridge should not be removed urdess provisions are made to retain solids in the tar* teat may slough off the filler when removed from its enclosure. If the filter is equipped with an alarm, the N7ter shah be servicW if the alarm is activated continuously. Intermitter filter alarms may indicate surge flows or an impending c rufous atazmt- The septic tank shall have its contents removed when the volume of sttadge and scant in the tank exeeeds 113 the liquid volume of the tank. If the contents of the tank are root renewed at the tare of a triennial assessment, maintenance personnel stall advise the owner of when the next service needs to be par omled to maintain less than rna>cirxrn scum and sludge acuuxntiatim in litre tarsi. The addition of biological or chemical additives to enhance septic tarsi performance is gesverapy not required. However, if such products are used they shal be approved for septic tank use by the Department of Commerce. Ptr111o Tank The pump (dosing) tank shall be inspected at lead once every 3 years. AN swOohtie, alarms, and pumps shag be bested to verify proper operation- If an effluent filter is installed within the tank it shark be inspected and serviced as necessary. Mound and Prom" Distribution System 4lo trees or shrubs should be plaided on the nrorut Plantings may be made around the mounds perimeter, and the mound shalt be seeded and rued as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetutive maintenance) on the mound is not recominer d since sod compaction may twxler aeration of the infiltrative surfer wAw the mound and snow compaction in tie winter will promote frost penetr°ation. Colo weather (October-February) dictate tat the mound be heavily mulctied as protection from freeing. Influent qality loco the mound system may not exceed 220 mgIL BOB- 150 mg& TSS, and 30 mgtL FOG for septic tarok effluent or 30 mgVL BODS, 30 m9 TSS,10 mr & FOG, mid fec;f elM rmL for tugh ly treated eft st. Influent flow may not exceed maxinxim der flax specified in the permit for installatim The pressure distribution system is provided with a flustwa point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 msonths. Avlsen a pressurre test ts Wfow i rod i should be o.sn-yVame d to eta a-AW host Mien the system was installed to deter if orifice doffing has occurred and if orifice cleaning is required to mater aWat disbrftibon within the dispersal cell. oboe r -.1 the dispers. shall to clamed for effluent ~di-i sg- Po-dibg ieeks s. l be rested to lire ovw, r, and arry levels above 6 inches considered as an " impendirg tic fie requiring , more frequent monitoring. Continyencv Plan it the septi Iafik or aiiyy of as co;1pofx,-sts t ie defective tt-re tai o crAT Went ;5ha;r be rule: v7 replaced to keep tie zyst.e r ire i t Operating condition. ff the dosing tank, pump, pump controls, alarm or related wiring becomes defective tfw defective component(s) strap be immediately repaired u 14&3ced WM a c:o€m4p=&nA of the sane or equal perforrria e.. If the mound component, fart to accept wastewater or begins to discharge wastewater to the ground surface, it wdi be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related ~rj:if Piping, and r ~~rdif ry said iH;fr rpwr~:fsta as ue-~r 3 sew s :~c.ea'+ar t3 bring the r mar' i into • 3- e. operating u;f rdiitior t. _ LL ` See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider- Project: Dick Stout - 4 bedroom residential mound' Page 6 of 9 I I ]GOULDS PUMPS Submersible Effluent Pump 3 871 EP°4 EP05 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower grade turbine oil for tic enclosed design for heavy duty ball bearing Specifically designed for the lubrication and efficient improved performance, construction. following uses: heat transfer. ■ Casing and Base: Rugged • Effluent systems thermoplastic design provides AGENCY LISTING • Homes Available for automatic and superior strength and corrosion • Farms manual operation. Auto- resistance. SP Canadian Standards Association • Heavy duty sump matic models include • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron Goulds Pumps is ISO 9001 Registered. • Dewatering assembled and preset at the for efficient heat transfer, factory. strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. /z" maximum. ■ EP04 Impeller: Thermoplas- a Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi-open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1'/2" NPT. seal protection. • Mechanical seal: carbon- rota ry/cera mic-stationary, BUNA-N elastomers. • Temperature: 1041(40°C) continuous 140°F (60°C) Intermittent. METERS FEET • Fasteners: 300 series 10 stainless steel. 9 30-►~rs~PM • Capable of running dry without damage to 8 ~-zsFr_ components. 25 °a 7 Motor: _ • EP04 Single phase: 0.4 HP, 6 2~-0 ---1 115 or 230 V, 60 Hz, 1550 ¢ /S3 RPM, built in overload with o 754 is automatic reset. 4- • EPOS Single phase: 0.5 HP, o EP05 115 V or 230V, 60 Hz, 1550 3 10 RPM, built in overload with EP04 automatic reset. 2 • Power cord: 10 foot 5 standard length, 16/3 1 SJTOW with three prong grounding plug. Optional 20 ° 00 10 20 30 40 50 GPM foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). 0 2 4 6 s 10 12 m3m ~ CAPACI 3~ 9sd° M. Mi/1i91uM scyQo/ynze Goulds Pumps 2002 Goulds Pumps ITT Industries Effective September, 2002 p 7&c 9 83871 to. /o ccsLc d P~aP. ~ ~e Seale . / _sr0 UD ~Q J SC ArBpe mou l a! ail, 241 <.D't ~Za 3s' e`vQt xico'a1,3 pt-W cei/. y~ d,sfiibu (a~•, /a.,6i4.(s /x s/93V' -01 uY% "or~f"cesS,oaccdmt 2.53.' ~r~es cd Proposed v,Jresw wc!l CDnerr.-~- L,)LPJASZ -mQ 71 titrou~G. ~bo~,' ~b h\dL system y~ , fit, ~4eZ %l) V",4•s•rof 3o3y Id;.~g st--e ~i' ; --Proposed espiCw+Grc o a• , 9 en~ti rvf /1a; lih ,S.ra// Boy E/e%i free. ~BZ A s1 a in.ed e l ty. = /G+D, c0.' ~C A~~. ~enc.~,rvla~K: rdpof /ofs~a~. Socct~.C~o~ G'ae El~v . 95, FROM :SCHUMAKSR PLUMBING FAX NO. :7153863121 Apr. 19 2005 10:10AM P1 !N 8epsrLt o! ~e band tau r ys SOIL EVALUATION REPORT +n aooor ~ CanM 85, Wis. Adel. C,,,,* ihdude, Otit awrol l tw end hhess *.8 , x f t G~ea in lift. C&J* Pm nut + r ~ SC81BOfChftlpryb , ram on", a t iiWt*1 (l341 dmc*Wl and 10. end distenoe j*r*wsst food. 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U .14L 'dllil 'EtfR2 It3e c~3' Z tr ,S w L Stlk+alttBH ' l iC>~ o- 9Q no mwi. end "3 -w s 15o myL ' #ilae s Wo tdOp i 80 arld •TW'q % Vogt CST li~lptr~a (f~heraa ~ C8t't+Artlber E.' o rv► ~ 3 a Ad*m Data & ala" C*Wureed Tell p ra iv~ )doe 'FROM :SCHUMAKER PLUMBING FAX NO. :7153863121 Apr. 19 2005 10:11AM P2 P►otteetr t]we~er~ P+~oei ID K POP j ® pit Cimw ow, L I ~ R. DapUt tR I${INinq ~faKir son R4ft, Do* Donn! Rwo ofto m Tekfura @t Cotah~nGa Bou~dtry Ropis GPpA! . ; GonL t:cfior dr. 3~ Iilt f INV I PEI ey 4f 4'1 ~ Y T tf~ ' A r"' A ~ V Pit tlraar+deurtaa a9Nr. _ _ 11 t to fb„dlnp mm H0~0N ~ t &ft Reft D"Q*d w To*" SaltCqu. c«wa«+ar Rom PIyAt in. 1NurrN tau, SL C * C iw Or. at V P1t t aynd:uiwa Kiev. sti to Aff" %ft ~ >~ae t in D+Prr t7oratnant cow! Rw= Guar"", Toup 9kuc n OwAkte o Bvt+n y Rom iA Atur~rM ©L &L GWIL Calor tar. t3~c, sh. ' 1 'ElI • !rJlMwnt it1: s i0 a ?~0 ! 7Sit >3Q ~OO.mQM1. ' EIAup~t AI= ■ pQDr = 3Q IIHIf 30 nvL T1re i~*pardstent of Commar~aa la ea OQUat epportitniry itrv9Ce ptovPdex and employer. ityt~e heed acelrtaea ao aooosf eenricae or' need rldwW is an Rtte iOM& PlOm aaatact tlfo dipatpltetft at 6*26&3131 or TTY SiO4~ZG4-8'1'!7. MDA*e FROM :SCHUMAKER PLUMBING FAX NO. :7153863121 Apr. 19 2005 10:12AM P3 vol•n PAGE OF Lor# L EGA L DESCRIrrtoN ~ 1; +s T NR ~o~xw scAaCl 1)) am I ELEVATION .0 SM ! dESCRirrioiv ,f BM 2 ELEVAriON IBM 2 D98CRIPTiON SYSTEM CLEVArioN Svs;ycm TYPE 9 . 4 r f Lo' II -AV 47- DATE 41 I ' j tMsconsin Department of Come SOIL EVALUATION REPORT Division of Safety and Bulldings Pea, f of in accorilence with Comm 85, Wis. Adm. Code Attach complete alts plan on paper not less than 81/2 x 11 Inches in size. Plan must county include, but not>Fmited to: veitfoal and horizontal reference point (SM), dirs~ttion and Percent slope, scale or dimensions, north arrow, and location and distance to nearest road. I.D. Please print` all information. Personsi informauon you provide Date ~MW ba used for aeeandary pwpoaes (Privacy Law. s.15.d1(1) fmi). ~(p Property Locatlon t c ~C~f Govt. Lot 114 ~t(J 114 S T Z NR E Propergr OwneYa Ma81ng q 3S ~ Lot # , stock Subd. Name «CSty~ a (AJ CA 1, 5 State 41 P Phone ❑y Village Q Town Nearest Road syo/ ? i s) s el- 073/ UG rY 4 r LORoplacoment w Construction Use: Residential Number of bedrooms Code derived design flow rate GPD Public or commerdal . Describe: material Flood Plain elevation If applicable _zz ft. and recommendations: 'T 3, 5v <Q i ' (goring # ❑ Boring ® Pit Ground surface elov. '~ry`S f. Depth to limiting factor Z s In. Soil Kelton Rate. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfN In. Munsell Qu. Sz. Cont. Char Gr. SL Sh. 'Eff#1 'Eff#2 0-16 3/ E 4r c S (4 ' b ce r Z 0941 6 / S,G ! Zlm sbL pl'r f - War C5 5-4/ /a R - 75 O, mU 71 Boring # ❑ Boring ® Pit Ground surface elev. ft. Depth to limiting factor im Solt lion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDJff ] in. Mansell Qu. Sz. Cont. Color ` Gr. SL SK 'Eftk1 'Eff#2 / T -S • Ef or4 #1= BK*,,, 30r M mg& and TSS >30:150 rnglL ' Effluent #2 WD 30. mglL and TSS 30 rngrl CST Name (Please CsT Number Tce UW ~'/1 Address - vt w 2 ch m~,a Date E"Wation Conducted Teleptane Nwtw 511 Property Owner Parcel iD # Page pt WrkV # p Boring ® Pit Ground surface elev. Z R. Depth to limithty factor in, Soil n Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff In, Munw Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf#2 Z o 2m 1 ✓✓A r - G 3 -7Y G LS M5 ✓~rl C # ❑ Honrp ❑ Pit Ground surface elev. ft. Depth to limiting; factor in, Soil lion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence. Boundary Roots GPDItf in. Mur" OIL Sz. Cart Color, Gr. Sz. Sh. 'MI 'Eff#2 Borir O Borirng ❑ Pit Ground surface Nev. tt. Depth to limiting; factor in. SoN Application Rate HoNZon Depth Dominant Cob( Redox Description. Texture Structure Coralstenoe Boundwy Roots GPOM in. Muned Ou. Sz. Conk Color Gr. Sz. Sh. 'Eff#i '0#2 Effluent #1 • BODs > 30 1220 mWL and TSS 3-30 S 150 mgL ' Ef LwA #2 ■ BODE _ 30 nV& and TSS = 30 m911. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need mateAsl in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8797. =wauocs.voo► PAGE OF NAME J~ LOT# LEGAL DESCRIPTION 1/4 1/4,S T N,R E(OR)W SCALE: V'= / yo BM I ELEVATION /)O• d BM I DESCRIPTION 11Gti'l Ce( tr BM 2 ELEVATION BM 2 DESCRIPTION 0 v SYSTEM ELEVATION ~Iy Sd SYSTEM TYPE IIYI U v .CA \J qZ•y~ 9C ~ / zy 16, SIGNATURE - i` 50 DATE ~1;i:;~!• ~.J[1 tC,.t i~p.tl rail N1I11.i ng .DiSptaCulm MY mti rtr 77 1'in -.t Cif 1 Q O'. Rc y(--"u-" t;11' fsoon q Il ,l[Wel by ; hat"d (7,1CC2,)1".. 1 h" y 1,.. audit vp+dn 1:0 &5 .[M:St11mul x1g U. An ,,:,,a -I]9; oaA)..X~401' s.'(N`)`_t 6K M07 aglow; to vu l&. IV ~kl. {n •1"Y")X ~Ui1111~' .L.tl; tfi1~"a i11 "4 '!il"ii -I (S11 ~')1i~(1, _ I"P ,S7 it ,.':;i. 1'r r, ~;.(-1. ; j•.... u11 '~."~.l1Y fl Z'•fti', I'oI1{ll.i1i '11 tYhtLl1'L'.l.a lll' a I4Catd :HCl. Uf~CC"S'~°T \7.1 t',,'ll "t1, iti ,,t ll.~r;t ,1 i,'S( +i,ii1 P~~~t.Lla~t 9~G4 llsp (C:li)911X dpulTpinq i it7 :f d, ,Llc,. ;-~(i (1.1~ a i,v'8 Cc;Vt11CC1!f.. tr I1ti Jgm ".Z` .nv-TaV t1At of WYlfTk!r1'1 and th f.)".1rtmo of at fir I,z, urrt,t~ ls) t'rm ban Wn mll1_t1ialnc.9nm" ,~11 +'c' ','fiflti l•~~~i.`+f-I <)T` 'fI l't,'_ . .rj-'! 'l le i flbo' v, b `JLmit 1"':A'a711")t C~.4S,Ci LC4 1i(:~.C,3 liA 12d+~'}61`( ~1 ai)3r, (hit ,n '.711' v ,r_~Itii til/;i. . its- .~.1 (~lLi.ld,. u, 1111;"PP1, ,.+~it_,_n(:y •IdN~I ly `111 1.)lr I.r, ~!j;;l t`,1 !Ji.L j. .S I'ir" f, qys of thr cenjfL".0 Oll1'"v fl qj ll 1' k ur a in 'u.>.:IC. to the „ I.9pf', a- T ,4 Q~ +ce Itnd located in the SEof NW A the NWof SWand the NE'/ of SW '/4, all in Section 25, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin described as follows: Commencing at the W % corner of said Section 25; thence along the West line of the SW % of said Section 25 S00°12'45"W a distance of 1325.19 feet to the SW corner of said NW '/4 of SW thence along the South line of said NW of SW '/4 S89°40'45"E a distance of 517.57 feet to the SE corner of Lot 4 of Certified Survey Map Vol. 17, Page 4613 and the point of beginning; thence continuing along said South line and the South line of said NE'/ of SW % S89040'45"E a distance of 2121.90 feet to the SE corner of said NE '/4 of SW thence along the N-S % line of said Section 25 N00014'07"E a distance of 1980.61 feet; thence along the North line of the S'/2 of S %2 of NW % of said Section 25 N89031'49"W a distance of 470.15 feet; thence S00114'07"W a distance of 1622.95 feet to the Ely extension of the North line of Lot 3 of said Certified Survey Map; thence along said extension N89039'28"W a distance of 1651.89 feet to the NE corner of said Lot 3; thence along the East line of said Lot 3 and said Lot 4 S00012'45"W a distance of 359.49 feet to the point of beginning. Together With the following easement for access: A 66 foot wide easement for access located in the NW'/ of SW'/ of Section 25-29-18, Town of Warren, St. Croix County, Wisconsin described as follows: Commencing at the W '/4 corner of said Section 25; thence along the West line of the SW'/ of said Section 25 800012'45"W a distance of 899.51 feet to the SW corner of Lot 2 of Certified Survey Map Vol. 17, Page 4613; thence along the South line of said Lot 2 S89039'28"E a distance of 33.00 feet to the Ely right-of-way of 140th Street and the point of beginning; thence continuing along said South line of Lot 2 and the Ely extension thereof S89039'28"E a distance of 550.57 feet; thence S0001245"W a distance of 66.00 feet to the Ely extension of the North line of Lot 3 of said Certified Survey Map; thence along said North line and extension thereof N89039'28"W a distance of 550.57 feet to said Ely right-of-way line of 140th Street; thence along said right-of-way N00012'45"E a distance of 66.00 feet to the point of beginning. U 2 7 0 1 P 0 8 4 76Qr692 i~ KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 1 - 1998 REGISTER OF DEEDS WARRANTY DEED ST. CROIX Co., MI RECEIVED FOR RECORD Document Number 11123/2004 08:15AN This Deed, made between Frederick G. Lenertz. single , Grantor, WARRANTY DEED and Richard O. Stout and Janet P. Stout. husband and wife , Grantee. EXEMPT # Grantor, for a valuable consideration conveys to Grantee the following described real estate in St. Croix County State of REC FEE: 13.00 Wisconsin (the "Property"): TRANS FEE: 1995.00 COPY FEE: CC FEE: PAGES: 2 Recording Area Name and Return Address _1 eli_ 1 ranee ;pct 042 1069 70 000 Parcel Identification Number (PIN) This Is not homestead property. (is) (is not) See Exhibit A attached hereto Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, Indefeasible in simple fee and free and clear of encumbrances except Dated this day f N vember, 004. (SEAL) (SEAL) Fr erick . Lenert (SEAL) (SEAL) w * W ~AUJHTI~;~~RN A ACKNOWLEDGMENT NOTf+''.'{ PtfGLiC Signature I- - \Al1 C C:O N S 1 N State of Wisconsin, } as. St. Croix County ~ authenticated this day of -4 k Personally came before me this day of November, 2004 the above named F c Lane=. single to me known to be the person who executed the foregoing instrument TITLE: MEMBER STATE BAR OF WISCONSIN and acknowledge the same. (If not, - authorized by §706.06, Wis. Slats) l - THIS INSTRUMENT WAS DRAFTED BY Notary Public, Stat of Wisconsin Coldwell Banker Burnet 1301 Coulee Road My commission is a anent. (if not, state expiration date: Hudson, WI 54016 4-52473 1% ld ) (Signatures may be authenticated or acknowledged. Both are not necessary.) * Names of arsons signing in an capacity must be or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 -1998 Milwaukee, Wis. U 2701P 0 8 5 EXHIBIT "A" Legal Description Fife No. 4-52473 The South Half (S1/2) of the South Half (S1/2) of the Northwest Quarter (NW114), Section Twenty-five (25), Township Twenty-nine (29) North, Range Eighteen (18) West; AND The North Half. (N1/2) of the Southwest Quarter (SW114), Section Twenty-five (25), Township Twenty-nine (29) North, Range Eighteen (18) West, EXCEPT Certified Survey Map, recorded in Volume 3, of CSM, page 770, as Document No. 355301. w S & N Land Surveying 2920 Enloe Street Hudson, Wisconsin 54016 (715) 386-2007 Fax: (715) 381-5338 E-Mail: dzahler*authconsulting.com January 17, 2005 LEGAL DESCRIPTION PARCEL I A parcel of land located in the Southeast Quarter of the Northwest Quarter, the Northwest Quarter of the Southwest Quarter and the Northeast Quarter of the Southwest Quarter, all in Section 25, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin; described as follows: Commencing at the West Quarter comer of said Section 25; thence along the west line of the Southwest Quarter of said Section 25 S00012'45'W a distance of 1325.19 feet to the southwest corner of said Northwest Quarter of the Southwest Quarter, thence along the south line of said Northwest Quarter of the Southwest Quarter S89°40'45'E a distance of 517.57 feet to the southeast comer of Lot 4 of Certified Survey Map Volume 17, Page 4613 and the point of beginning; thence continuing along said south line and the south line of said Northeast Quarter of the Southwest Quarter S8904174YE a distance of 2121.90 feet to the southeast comer of said Northeast Quarter of the Southwest Quarter, thence along the north - south quarter line of said Section 25 N00014'07"E a distance of 1980.61 feet; thence along the north line of the South Half of the South Half of the Northwest Quarter of said Section 25 N89031'49"W a distance of 470.15 feet; thence S00°14'07'W a distance of 1622.95 feet to the easterly extension of the north line of Lot 3 of said Certified Survey Map; thence along said extension N89039'28"W a distance of 1651.89 feet to the northeast comer of said Lot 3; thence along the east line of said Lot 3 and said Lot 4 SW12'4FW a distance of 359.49 feet to the point of beginning. Containing 35.004 acres. Subject to right-of-way for 140"' Street and subject to all easements, restrictions and covenants of record. Douglas V. Zah er 2145 Date OF WAS S & N Land Surveying 0 2920 Enloe St. ti DOUGi qS 2i Hudson, W154016 * LER s-214, HUDSOIy, WIS. 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