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004-1063-90-100
PRIVATE SEWAGE SYSTEM County: St. Croix Wisconsin Department of CommRrce Safety and Building Division INSPECTION REPORT Sanitary Permit No: 563887 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: Village X Township Parcel Tax No: Timm, Rodney D. Trust do J. Palm Timm City Cady, Town of 004-1063-90-100 CST BM Elev: Insp. BM Elev: BM Description: n Section/Town/Range/Map No: 27.28.15.423610 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER t' CAPACITY STATION BS HI FS ELEV. Septic I'~ J 1660 Benchmark 166 /'7 U Dosing Alt. BMA / Aeration Bldg. Sewer 3. 1 G Holding St/Ht Inlet ~3 Z St/Ht Outlet TANK SETBACK INFORMATION TANK TO A- P/[ WELL ent Air Intake ROAD Dt Inlet + .l Septic Dt Bottom ' - Z3) IZ . J l Dosing '7 56 i Header/Man. Aeration Dist. Pipe Z 9 $ 1 / Holding Bot. System 15,3 cj_7 • S Final Grade PUMP/SIPHON INFORMATION A 5 qy 31 Manufacturer a~ I~ GP nand St Cover 77- Model Number Z3• fB TDH Lift 5 1 Friction Loss System Head TDHJ ~Ft . 44. Forcemain Length / Dia. I I Dist. to Well / 36 7 23) SOIL ABSORPTION SYSTEM BED/TRENCH Width Length, No. ranch PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Dept DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Typ !,A) 96 P z-i 1 UNIT Model Number: J DISTRIBUTION SYSTEM Header/Manifo1ri 4 Distribution ~i l x Hole x Hole Spacing f Vent Air Inta e Pipe(s) v J L 3' u Length 3 Dia Length 7cJ Dia Spacing_ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/ odded xx Mulched Bed/Trench Center l g' Bed/Trench Edges Topsoil I es No es No / YYY ~~y COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: 9/Z7/ n/3 IInsppection #2: / / Location: 3039 20th Ave Wilson, WI 54027 (NE 1/4 NW 1/4 27 T28N R1 5W) NA Lot 5 G+r~~~ 'nl~'oX. f/bWarrcel No: 27.28.15.423610 1.) Alt BM Description = La 6 (e~ O 0 2.) Bldg sewer length LA) • I l ~ - amount of cover = ~ ~ C a,` ~ l•• trcJ~ O 6 ti 4_7 13 Plan revision Required? ~ Yes `I No 2 °I Use other side for additional information. v L rt. No. Ce SBD-6710 (R.3197) Date I ,-v t Flt iE- 5 E 3 Q ! i (emu / aa6#vw..v DF ! r v?,Ufit2.- ~ ~ TIC .I07-O j J f=X(~ tryg Z.t hL \ i Y, V! 13 3 ~ A vt,,r Is a M^ f J yL`^ ' Oo~Gt?k 5 7 7. S k~ Trc< 5'P5 3 CG) s •d County, , rA f Industry Services Division 3-7 ~Ql D 1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) p~ P.O.Box7162 Lynam Madison, WI 53707-7162 00 t e ra n Number it Application M"I In accordance with SPS 38321 i m. Code, submission of this form to the appropriate governmental urgfT is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to lt?ipl~*Wf different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1 (m), Stats. #-36 ~j 1. Application •Information - Ple se Print All Informatio J Property Owner's a ,-171 a Parcel # Ib~t! I W 01 6 96 --160 Property Owner's Mailing Addr s Property Location 3o3g 1AD I VA=~_ Govt. Lot X23 a -AD City, State Zip Code ~J Phone Numbeerr~j I ME y,, A 1A Section ,7 or -d N, R /Sle` lE on4V ~~J - -7 / L '~ZZ5 T r II. Type of Building (check all that apply) Lot # - - Subdivision Name ❑ 1 or2 FamilyDwelling - Number of Bedrooms Block # ❑ Public/Commercial -Describe Use 1 ❑ City of CSM Number 23 ❑ Village of ❑ State Owned -Describe Use y l mow„ of x a~~ c P sass .6(.-5Z6-7 III. Type of Permit: (Check only one box on line A. Complete line if applicable) A' ❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Pen-nit Renewal El Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New Before Expiration Owner IV. Type of POWTS System/Co rn onent/Device: Check all that a I A %J ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ound ? 24 in. of suitable soil ❑ Mound < 24 in. of s able soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) ` V. Dispersal/Treat ent Area Information: Design F ow (gpd) Design Soil Applica on Rate(gpdst) Dispersal Area Required (sf) Dispersal Ar Pro sed (sf) Syg[em Elevation t 7 VI. Capacity in Total # of Manufacturer Tank Info Gallons Gallons Units n tj y New Tanks Existing Tanks p r o d (JI gtit;d ~r0 a in v) Septic oriLaldiag~enk DO ~ e t Dosing Chamber f./ ~D a VII. Responsibility Statement- I, the undersigned, a e responsibili or installation of the POWTS shown on the attached plans. Plumber' a (Print) PI er Signatur~' MP/MPRS Number Business Phone Number D/OD P/3g d Z- ?lf Z ZG~ Plumber's Address (Street, City, State, ZAQjCd&) VIII, County epartment Use Only Permit Fee Date I sued issuing nt Signature Approved Disapprove $ t $27 l iven Reason for De ' I J IX. Condi easons for Disapproval rU r ~-r¢-- eptW~ to k -ant, flitter and 9dispersal cell ,must all be services / maintained / as per management plan provided by plumber.r _ g: AD setback req**en'*ts mint beAtaiirttai06d - c~ Y tGul/l- toa Attach to complete plans for the system and submit to the County only o p er notiess than g i/2 x 11 inches in size SBD-6398 (R0313) ..W"' , " tip„ : owl SEIU-40 Series 4/10 hp Submersible Effluent Pump, 3/4" Solids Construction Flow - Uters/Minute ..............E0oxy.0 2ted.Ca tirori 0 80 100 ,50 200 250 300 .ove . f ~ c~::~srg tr i;rl{OiliQi?ai'll iii}~'~ll1F:" jl..,;t~} iI fuia::_l..II{•{~~`iiliir l;n'~i 35 1I ii{f~;fi! A!~i~ih ,o ?{111a;~IO!il~lr 30 a 7rripeller Maten~l ThOmoOlastic Mg;tomer a ~,l tt I ! {p Irv ~ n t ! q3y~ ~t~¢~;i ~t r 4'IQ~t~I(~ { I ` 3 t IjtP~PlS1f(M{'{1 I 25 8 w atu?6j~. lY`itt~~ EIIfU~ 1' ~phie I~1}~~- ~i;,t t 1 t, $lk({ I{If't i! « 7 20 a Valilte' I:..';, epoxy=ooated`cast iron , ,y;11 ' i,lp'~,J`~}~.?ilk}I("fir`!'.:.i1~~}l~Illrri,:;!': 5 , A , B'. 1 t: OR ;f11'11 'j 1]_.B11Sf1?lilill~l ? I i f'rtt•-•:-:!!EJ!iClVllltflaulc.{;;;::;::or,:.,nrlilud;iil!fLS ,I...T;., Ra s 4 11Rfgchariieal:'Sh'aft' W1e with carbon and 3 Seal'.:;.. aerarillcfae~s 2 lf!1.1!IIIltiuyG~a~iliii'I~ ~Ir~!lf s ~3` ' !l ~ ~}(fji i1111~' , I~r~~,~ ! ~ ~ ii i; i:,i 0 0 r,af . Steel Iv'f i : 1 , ~'n acn!1E '1 4 i'.:2. ii ,If..Z.•i g ~tfjj 1(~~t{~ i~i S g1 . t,ifd ; , 0 20 40 60 80 i Y} MY':1. !"it'I:' Id'1 11114NM 1i ~t 7r' A'i Flow Gallons/Minute l { r i i it 8.60' a ~ 9.tP a.AD' 9.15 + - d. P 8.67 SEN-40-AF SEN-40 Specifications 20 26.5 1750 9.!9 0 Sd. ~0' Q a5 5`:32: 1 41 04 tj 50921° r'd~1 1 1 2 .1 1-1 " F. NRT 5. ,,..,~Mt~ r._•! ~ ri,.a~,r, ~ r r ,:i { (r r k:a,>:.r, r, !;=19I:!:fi'.i sr-! ! ' l a ~ i ttts'~~. ,1.,.. • I,I , d i ~ r;,lk:{!; ii 1'~' 1{ h't'1ii ! ~ I~; SE ;aO,fiF 509213 4/].Q.. :115;,., 1-1/2" {*NF"T,'.' 6/90 80' 7p 6A, .A5 25 32 is 2q 2; .5 1750 nrycs; r it t - :'ranisr~,i x'y o rr ,c ,,:,,t.p, .,r!,. !!,l.~l,a trtu 1' fac ~r=:.,.;!m!;euy,,ii!n ~;ii . 1!SL q :t ; i' ! I It i t 1'°', r1 i!I, 1111 1! ;n.. _ 4 i f ;l{ a, t l j :'~`l~.It.!tzIr'~I,"'l!~ ;!f~li1:Ir aia;6 is'1AiiN Franklin Electric 400 East Spring Street, Bluffton, IN 46714 Tel; 260.824.2900 - Fax: 260,824,2909 Form; 996199 7-11 www.fratiklln-electrlc.com T- ITf -in" A -jt,.!n-j rT7 lNN71 a7:3>4,a R9R/b/RgTL bT:TT ZTOZ/921'90 96WNRTkF~ DIVISION OF INDUSTRY SERVICES 10541 N RANCH ROAD HAYWARD WI 54843 3 S Contact Through Relay v~ P S www.dsps.wi.gov/sb/ www.wisconsin.gov ° sSIONScott Walker, Governor Dave Ross, Secretary August 15, 2013 CUST ID No. 139462 ATTIC- POWTS Inspector TODD L SINZ ZONING OFFICE TL SINZ PLUMBING INC ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751-5520 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/15/2015 Identification Numbers Transaction ID No. 2295254 SITE: Site ID No. 794333 Rodney Timm Please refer to both identification numbers, 3039 20TH Ave above, in all correspondence with the agency. Town of Cady St Croix County NE1/4, NW1/4, S27, T28N, R15W FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1444037 Maintenance required; 450 GPD Flow rate; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code P,Q,W.T. requirements. Condition No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06APPROI stats. The following conditions shall be met during construction or installation and prior to occupancy or use: DEPARTMENT OF CO D OF SAFETY • A copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on with the Department. Changes to the approved plan must be submitted for review and approval. Failure -E CORRESPO properly attach the approval and index page to plans that match the copy on file with the Department may resu in enforcement action under s. 145. 10, Stats. • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P (N.01/01). • This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD-10706-P (N.01/01). • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Abandon the existing system components per SPS 383.33 TODD L SINZ Page 2 8/15/2013 t • The system was designed to meet the influent quality defined in SPS 383.44(2)(a) The quality of influent discharged into a POWTS treatment or dispersal component consisting in part of in situ soil shall be equal to or less than all of the following: 1. A monthly average of 30 mg/L fats, oil and grease. 2. A monthly average of 220 mg/L BOD5. 3. A monthly average of 150 mg/L TSS. • SPS 383.54(3)(b) (b) The servicing frequency of an anaerobic treatment tank for a POWTS shall occur at least when the combined sludge and scum volume equals 1/3 of the tank volume. • The inspection, maintenance and servicing reports shall be submitted to the governmental unit within 30 calendar days from the date of inspection, maintenance and servicing. • The owner is responsible for the operation and maintenance of the private onsite wastewater treatment system (POWTS) in accordance with SPS 383 and the approved management plan • The owner of a POWTS shall be responsible for ensuring that access opening covers remain locked or secured except for inspection, evaluation, maintenance or servicing purposes. • Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Provide a copy of the approved POWTS plans and this letter to the owner. • Prohibit vehicle traffic and soil disturbance within 15 feet of the downslope edge of the mound pursuant to "Mound Component Manual Version 2.0" SBD-10691-P (N.01/01; R. 10/12). • Insulate 4" 0 conveyance pipe pursuant to SPS 382.30 (3)(c), W.A.C. 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. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. i The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Edwin A Taylor Wastewater Specialist, Integrated Services WiSMART code: 7633 (715)634-3484, Monday - Friday 8:00 am To 4:30 pm edwin.taylor@wisconsin.gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & 'Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. TODD L SINZ Page 2 8/15/2013 • The system was designed to meet the influent quality defined in SPS 383.44(2)(a) The quality of influent discharged into a POWTS treatment or dispersal component consisting in part of in situ soil shall be equal to or less than all of the following: 1. A monthly average of 30 mg/L fats, oil and grease. 2. A monthly average of 220 mg/L BOD5. 3. A monthly average of 150 mg/L TSS. • SPS 383.54(3)(b) (b) The servicing frequency of an anaerobic treatment tank for a POWTS shall occur at least when the combined sludge and scum volume equals 1/3 of the tank volume. • The inspection, maintenance and servicing reports shall be submitted to the governmental unit within 30 calendar days from the date of inspection, maintenance and servicing. • The owner is responsible for the operation and maintenance of the private onsite wastewater treatment system (POWTS) in accordance with SPS 383 and the approved management plan • The owner of a POWTS shall be responsible for ensuring that access opening covers remain locked or secured except for inspection, evaluation, maintenance or servicing purposes. • Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Provide a copy of the approved POWTS plans and this letter to the owner. • Prohibit vehicle traffic and soil disturbance within 15 feet of the downslope edge of the mound pursuant to "Mound Component Manual Version 2.0" SBD-10691-P (N.01/01; R. 10/12). • Insulate 4" 0 conveyance pipe pursuant to SPS 382.30 (3)(c), W.A.C. 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. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review .shall relieve the designer of the responsibility for designing a safe building, structure, or component. 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerel , i' Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 C Edwin A Taylor Wastewater Specialist, Integrated Services WiSMART code: 7633 (715)634-3484, Monday - Friday 8:00 am To 4:30 pm edwin.taylor@wisconsin.gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety &*Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. t MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Timm Owner's Name: Rodney Timm Owner's Address: 3039 20th Ave Wilson Wi 54027 715-772-4225 Legal Description: NE1/4 NW1/4 S27 T28N R15W Township: Cady County: St Croix Subdivision Name: NA Lot Number: NA Block Number: NA 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 d ly Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications ;ERC Page 8 Tank specifications G8 Page 9 Site plan Designer: Todd L Si / License Number: MP 139462 Date: 07/31/1 Phone Number: 715-235-2644 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 10/12), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12) Version 7.0 (R. 11/12) Page 1 of 9 t Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 450.00 Design Flow (gpd) 9.00 Site Slope 96.00 Contour Line Elevation (ft) 18.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ftz 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) E Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 2 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 3.50 Estimated Orifice Spacing (ft) = 10.23 fe/orifice 2.00 Forcemain Diameter (in) 35.00 Forcemain Length (ft) Does the forcemain drain back? Y 87.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 5.71 Forcemain Drainback (gal) 10.13 Vertical Lift (ft) 67.44 5x Void Volume (gal) 0.44 Friction Loss (ft) 73.15 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 23.69 System Demand (gpm) ~j 15.11 Total Dynamic Head (ft) 3 ✓ Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Huffcutt Concrete Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 640.00 Dose Tank Capacity (gal) Orenco Filter Manufacturer 15.23 Dose Tank Volume (gal/in) FT0822-14BA Filter Model Number Huffcutt Concrete Manufacturer Project: Timm Page 2 of 9 Mound Plan and Cross Section Views T 1/10_B J ..................Observation Pipe.........:::::: - 5 A W :E :B. 3 • L Mound Component Dimensions ft A 6.00 ft E 24.48 in H Eflft ft K Eaft B 75.00 ft F 9.50 in 1 ft L ft D 18.00 in G 0.50 ft J W 450.00 (ft) Dispersal Cell Area 1476.88 (ft) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.29 (ft) ► • H G •I • .f}I}}}lfllllif . F l 98.00 (ft) L Dispersal cell atera 97.50 (ft)-~ - Invert Dispersal Cell Elevation D 3 96.00 (ft) Contour Elevation 9.0 % Site Slope Geotextile Fabric Cover Shading Key Q, Dispersal Cell See lateral details on l Topsoil Cap c c 1.5 ft Page 4 for number, ❑ „lllll Subsoil Cap .c size, and spacing of 2 ' laterals. Laterals are 0 ASTM C33 Sand :a : F equally spaced from the Typical Lateral. Tilled Layer 0.5 ft 0 w distribution cell's Aggregate d o centerline in the * A * distribution cell (Ax6). Project: Timm Page 3 of 9 End Connection Lateral Layout Diagram Laterals centered over the & dimension ♦=Turn-upwr'ball valve orcleanoutplug E P ,I All laterals are identical I<- x ~l Holes drilled on the bottom of the lateral equally spaced S Force main connection via tee or cross to manifold at ana point. Laterals Morcemain Sch 40 PVC per SPS Table 384.30-6 Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.50 ft Lateral Length (P) 73.50 ft Orifices per Lateral 22 Lateral Spacing (S) 3.00 ft Orifice Density 10.23 ftz/orifice Lateral Flow Rate 11.85 gpm Manifold Length 3.00 ft System Flow Rate 23.69 gpm Manifold Diameter 1.50 in Total Dynamic Head 15.11 ft Forcemain Velocity 2.42 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -0 SPS 316.300 WAC 4 in. min. Disconnect Tank component is properly vented E- Alternate outlet location Forcemain diameter Huffcutt Concrete Manufacturer 2 in. Capaci 640.00 Gallons Volume 15.23 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 24.72 376.48 B 2.00 30.46 Cy _ Pump off elevation (ft) C 4.80 73.15 _T 87.88 D 10.50 159.92 D Total 42.02 640.00 Dose tank elevation (ft) Bedding under tank. ~ 87.00 Alarm Manuaaacturer SJE Rhombus Nate. Switches Alarm Model Numbe Tank Alert , containing mercury may not be used in Pump Manufacturer Zoeller Pumps this system. Pump Model Numbe BN151 Pump Must Deliver 23.69 gpm at 15.11 ft TDH Project: Timm Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name T L Sinz Plumbing Inc. Phone 715-235-2644 POWTS Regulator's Name St Croix County Zoning Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 3 ears Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, 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. Lateral Turn-up Detail Finished• • • • • • . • • • • • • • • • • • • • • • Grade 6-8" Diameter Lawn Threaded Cleanout Plug or Ball Valve Sprinkler Valve Box g Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Timm Page 5 of 9 I Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01, R. 10/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12)] 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 SPS 383.33, 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-inches 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, Stats. 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 slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank 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. Plantings may be 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. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. 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 of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continuency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will 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 piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 of 9 i PUMP PERFORMANQ~.CURVE TOTAL DYNAMIC HEAD/FLOW MODEL 1511Y5 J.153 ; PER MINUTE 14 45 ,53 EFFLUENTAND DEWATERING 12 4e .MODEL 151 152 153 35 Meters Gal. Lters Gal. Liters Gal. Lifers JO :1.5.50 189 69 261 77 291 10 1,. P2 3.0 45 170 61 231 70 265 a 25 151 4.6 38 144 53 201 61 231 .w 6 1 29 10 44 - 167 52 : 197 p 5 2b - `..'.:7 <61 34 129 42 .159 r al c:. 30 23 87 33 125.., 35 10.7 22 85 15 - - - :1:1... 40':' 12.2 _ 11 42 10 Shut-off Head: 30 ft. (9.1.m) M ft. (11.6m) 44 ft. (13.4m) 2 5 0,45088 0 10 . 20 JO $0 60 70 "..'80 AO .100. GALLONS ITERS 0 40 SO Jill '160 260 2 0 280 3 0 380 FLOW PERMNUTE 014508A Model 151 Models 1521153 CONSULT,FACTQ:,KY.FOR'' 6 v4 SPECIAL APPLICAT-LIONS:. 67732 3718 4se 327/32 4518 • Timed dosing panels available. • Electrical alternators, for duplex systems,•,Arefavailable'and 3 7l8 3 27132 supplied with'an alarm. e e • Variable level control switches ate available tor-controlling ® e 3 775 e 3 27132 a- single phase.systems. • Double:piggyback variable level float switches are available for variable' level long and short cycle controls. • Sealed Qwik-Box available foroutdopr installations. See FM 1420, • Over 130°F. (5.4°C.) special quotation required.' I 1'5'111521 l$eries ,,,,1,5 12 1/8 15111521153`:MOb.~••r;•. Control Selection Model Volts-Ph Mode'--; *,`y'.a1n3 { 31mlex Duplex i s ve 318 N151 P30 1 Non 1 .2or3 SN151 1... ,Auto 6.0 Included 2or3 E151 Non . $ 1 2 or 3 BE1S1 1 Included 2or3 SK2"4 SK2064 N152 1 Non 8.5 1 2 or 3 BN152 1'::`:Auto .8.5 .7 Included 2 or 3 E152. 1 Nori: 4.3:..,..;'il 7or3 ' BE152 230 „,,.1°:.:; • Abto .;4,3 nduded 2 or 3 N153 115 1 :Non.;. 10.5:;:•':::-.771-, 2or3 8N153 115 . 1 Auto.. 10.5-'ri 4ncluded 2or3 E153 230 .1 Non* 5.3 2'or3 SELECTION GUIDE SE153 30 1 Auto.. 5.3 I-' ded Z or 3 1, Single piggyback variable level float switch or double piggyback variable level float 4 •CAUTI N switch. Refer to FM0477. All Installation of controls, protection devil and wiring should be done by a;qualified 2, See FM0712 for correct morel of Electrical Alternator E•Pak. licensed electrician. All electrical and safety codes should be followed Including the most g Variable level control switch 10-0225 used as a control actlvalor, specify duplex (3) recent National Electric Code (NEC) and the occupational Safety and HealthAcQOSHA). or (4) float system. RS RVE POWERED DESIGN For unusual renditions a reServa safety faefor is engineered into the design of every Zoeller pump MAIL TO:'-P.O. BOX 16347 7 ` Louisville, KY 40256-0347 Manufacturers ol.. SHIP Cana Louisville, KY40211~ ad -1961 r QUaUTr PUMP9 S vcE /9~9 u m 5021 778.2731 = 1 (800) 928-PUMP ;/MP LrlJ:I hKp:/Awww.ioN/eiaom FAX (502) 774-3624 F-------------- w , I I I I Z°c D > --I I (vJ V I -4 m O R` Z I u m 3 2 7C 55' I 4° f'1 ee 2 m 47. 8. < An m r= C7 D ~0 - C' 44' CJI < E3 --4 m --1 n i O T) ~ D A CA cn rU ITT z ~ O Ln 0) c: i m - -i w L--------------------- a 20' 2' r m 3> D 7ZC r w D c: T. y ry ~ I*T m n z C-) 11 2' --I n _ cn .4 n It 'U O z o A ru I 'Iy P. OD r I I 0 5 of Tl 1 C3 ru N N o < A Z O O IT! < ~ O = d d D O D D m A W v A O E o A N 7C 3' Q Cn C7 £ r CA 6' CD c n D m Z Z7 .C-, D m D Zl ? dr m c mz ng --to D n n m C F r = m m rCJ O ? mo m u u N -1 < m o C-) am mr A A (u z C Z m o Ciiu m mm mm aw m ; am r m r~ ey c7 -I mg CnC 45' 10' A m = i a d Cn „ 42' ° < 6c: mz a -I dA A ~ z Da w a mA r m o C3 < av N g cm M C-) Cn 7 p D Ci < a r Cn m ~ z D Cn z D fU PROJECT: 4154 123rd STREET :AWSCONSINEPRBECAST .C.A. CERTIFIED PLANT q 1,000/600 GALLON 1516 MMER OF: HUFFCUTT CHIPPEWA FALLS, WI 54729 e 0) 924- fU PUMP OR SEPTIC TANK C 0 A C R E T E. In C FAX• (715)7723 ?7 11 w wwOw,huFfcut t con NATIONCONCRETE ASSOCIATIONS 1 1 ply ~`,G r Z . zt F of . f 5~ 14 T-' 1'p f-,. °LG lh~ -r/ 5 ~ Z- ,a a = - tf ~d pro rte. v ~ _ P FC-(L , t ~I 016 U W ~ ~ r J F ~ r ~ c J 1 7 ` t o o I ire 38a-,3o(tt)(G~ 6"P5 Aug. 22, 2013 10:05AM REMAX AFFILIATES No, 4242 P. 2 ST~~~CRdI3~,CdT,Tt~1~'Y SOPTP 611 ,MAIN"MA.NCB ACRERMENT AND OWNERSHIP CERTIFICATION FO.R Yl ownetmayor q Ma. n# Address Q__ Piopmfy Asldrus "s-- (Verification required from planning & zoning iiopartmFpt for n6W cons tntclion,) City'1St4tt l~ t 1'arct3j Ydetltifloati0n Number propetty X;ot:atim , 2n~_, T _,.N k!L-) ToWt) of c . Subd3.visiun Lot , Certltied Siiivey map it ~ ~D Volumt3 ~3 . ~ page ~ ~ Wvirr"tyDead # ,'V'olume I ~ ,Page 1t- I3 r Sp'echouse b Lot let idotitiNble no Fi XM" . O V ]ti'R C0_118 TION Itiorbpq use pd pWnteWtco of your soptic 9yston1could result it, its prentslt~7ia failure to hwidle wastm rropvr maintonapco eomiats oPp><trttlliiig out dte septic fank every tlttee yeant or sooner, if needed, by a licensed pumpor. What you put into the gyptem can affect the Ainotionorthts septic tank os a troatment Stage in the wasto disposal s)BOm. 0%ter Maintenance responsibilities Oro apeoified in OCromm. 93.520 and in Chapter 12- St. Croix County Sanitary Ut&dn ce. TM peQpdrfy owner agroc& to submit to St. Croix County Pipming 4 Zoning Depattm%lt a certificati6n foriu, tt geed by the owstoi ®i;d by a tnaeterplumbarjoVuueytxtattpleatbet, resteie'tedp) lun bc r or a lldbmed puinpor verifying dW W the ou-slta , , wastowktor disposal systi:mis litproper operatiq cgndltJon and/or (2) after ingpectton and pumping (rfne6dwy' the septi.e tank is less than 11.3 ~~l ofsltldgo, 1/wc, the uitdetsigned bAvo read the aboVd re.qurromeirtt; and agroo to =iri,taln the private aew49 , disposal system with the standards act forth, hersin,'as pot by the DepartmbAt of Commerce and the, Departrnont of N'atuyal'Resorvoes, State, of Wisconsin, Certtfteation rtattn$ dint your aepda gyst6rXi hAs been maintained must be cornpltted and rohimed to (ho St. Croix County PWo ning F Zoialrig Departrhmt within 30 dttys,of this ihree year expiration date. Uwe ocrtify that till otatoments on this form axe true to the best of my/oar knowlt<dge. 1/we an are the otvhar(s) of the propoity do8cribediibove, ty virtdo of 8 warranty d ed recorded in Register of Deeds Office. Number of bedrooms - 3 WRATURB Olt APPLICANT(S) _6A ***Any information that is Yvisreprment6d.may tesuit iii the sanitary ptmvt being revoked by the Plmmiug & Zoning D4811117ent. lnt lude with thle applico4on a recorded warranty do6d from the Register of Deeds Office uitd a Copy of the cortifibd survey map if tofaronce is made fit the warranty deed. ("V, o$/of) Aug, 22, 2013 10 06AM REMAX *F ILIAIES No. 4242 P. 4 .r„: _ _~4'►.fi}'St~SP;~]:-LVS~~.~_r...~. $'~'Jl''CSr?t'13'11f,[d-4~:-, V~333~~pr~~17,=='~S g"~.~ •`~'iv w►k~e~-nr.nh~r~•von-:rr+ronrrol.,s=d~•:■~ qu1r.CLAIM, 112 gel vi'NI YTT 1?eriri~,,Tm_rn 3:U~}: ^J g~ L'~! 5% taf ~t6eKOYd c, y.iara ms'~a~.k47 Fl `l:`Dfi & M' r y. Y, g?=3~ . k t~TRli:~rX. Fp13#~ ..2.t+`1 nY•f.,+ ~r1j s~vm y 3►x 3 ~}•'~i _ ReHirw of bw4 _ klto•Il'etiTo,btp~'rtlaq¢tlls~il rol~)t eal'nta In ........`J....~KO........ Cau¢tYv~.:,._ - 'pe1•i,nN Yo ,r~ of t3oA.- W .~''i?.L~.:..Tt4s;tsr,.l'~)....ta'~ :c,~~r~;~l::f~:~t3.r~ii~~'g~•.;L~fi~y~.:.C3a:Eed..;7u1~`.",'?6;, ,Z9''~~9~, _ - ~ " i1~('1 4~tobmx" 1., 1970, In voliYma 3, page, 97.5, c1~ 3voum®hi: ya~lattbt9~ &663'17,,vf CdaC'C3 tied sur'veys'. . w r " , • Tl~ib . ' aw,r(j Act) ....,...,,.o~.Qhlbi~)•' r ~~f, .....~tiwr' .........~~r.BAL) J~.. 1."Sxw,lv~f...........-...-t.,:, ~~iiIALO' W1, 1411V~. :~'....D..;r Se•• ($i7ALy .......,..................'($X1A S r 3 , t „vd 0' -ft :'X-0AV, ~:Zr A<r1$'3oY"p TGV 7s.L~ 1-j ti ltilCfD lv w ~~.944MA,'uso(,.)' .~~:.......iImm, ~e.P_ ZAX... !s;>2.Lr. OF. Wzt CON$XN oa; ..M,...'?`.m............... ...CoJnry: ixUbii d ELi 9.day► IjaCeCab[9r T~ergotfnY)'y'cx+ c beforw mrx '.Ihty' .:.•••~•......iddy a'1' v _a vP:......,.• ,,...-.-.r.:..rrr, `Y 9c_ :'tthonriova,' nhYAOd L. t ..~.:.y,lv__...... ..r. .u...... 1..-.......... ._I!.oa A. Sai3}ce~r TiTYXt• lF,9ATAT.F 33!lR OP W19CoNgi T hr~ (LY n0 v. .c.~•+.'.w 'J,r:=-_- an ••rl... a r . vY..... w.. r. GA.rti .T_s.rl, aolhorixad~bY'4"~O6iAbj~P4f3; k~lu'tif;) to rn® known to bo•t],a poraon who executed the - toYCBOing insttumant hnd uokuvwlcAlge'tl,v mama, +THIS INATRgF/t; IJY"WA9,DNA FTfv..m'Y. . . 9.g S7 are r ~r•te y 4JAA y 1'i b1r.¢.: Cb~tttyr Ylln: ( 1 3t 'b 1m1u S»t awledgob. Both T+SY ~oinmiebion Im• i+oitn~nZi~ l~f 'nod; at'nta..ex'pl~atiort nro• of deeeseac dntet _ 10;.....,) r J f;t71`i`'Oti+1.r(k•',1D1f~hD• flT'.t7F.~►7Art OP Ci/1RC0~•1dIN W~Yeonpln'LeflrJ..111rnkY0a.ine.M--- . Aug. 22. 2013 10:06AM REMAX AFFILIATES.. f No, 4242 P, 6 ODUK pnr:500 `lENOCP ALL. MEW 'My ..Tl- wmc r1i•0S]DNT5 ,t11tL eit'a.'undora#(trioil . ~i~"~' z<- •Yor a';^nood':t~n dl vdY~iilbYO OortfltXd$titilan;.:.tltio:zscat'rit,tVlt®>:e,riY.'lo.:Siord~q n6'S~no~vlerlM-71,dao 1gvo1V'6xw x'IQJG1tJl'1•>:ONn OOOPnnnTYVio, 1wa_ el'8.ty$R1~51Y. A1~; ox6uaivo 11,01f. of W way :nn'd: oaao»ieitt '66 plgee, replace, maintaim ov romova art undergt'ound oablo toloplYOno line; l114hidiitb : asaoOntod fll?lil(^tkd x vueh " conduits, m6k.1cor posts, "pressure A1A]'h gaurttus, poles And nekla1' 144,'¢: ark and thooli2li• cor-taitl. 7nvv'69 o\Vxttiit: br the '1rxwt tori._ 1Y% tI►o. L~ -oK county, 'WJzebnstnr.~>vlid' $ei1d1115di1 ad ~ C 9MI;m 'Otwnt '~n'dltttldaA:i it( iighti, on• andl, tlivoUgg t tlicl.`Tanrlis', SiaPtiinbo'foro aeneribntly. 'til viaao; :replace, ianiiiwo or.' romode mdditltittal ut<dorlriot5rid••d6blA We"Oliono linog, t64(dtlier tidith• dbobOdted rili:~I4hnooa,. hub',soc(uont' to tlio blaoiile, ot'Ot's 6dlbjdhonn•4 616, to. bis iniElttllY~"irs'nttllod.ltierouria6i, 'se I1o114't( uttacrotoo(J, 'lio~vo rciy thuti'auch: A1401tlattol„11 OW shntl be .loceted'.ro.u'~hly pril!stlloi ta, .'gkhil riot iilbvo than' itU'oub:. •°fadt.ilie;taiit;fiont, tli©' fiiiit.►iyril;iilat'A1lad lsereundow, 9>lib •:gafdh6 781cmvloa'•'41raIUQap fk6 vjk t 6.4' litptogs. ahii olt11e btt Cw t6 lawle of. tltu iindd"1gilad lot the TA%"64.0ti o1. e'xoreidlntt°'the°.riQlita .hb1%4U;e 'gr,'tiritual tTla xJgli6' bd.`itis~all tl Alto or''to 'titfilba toirii,.ol.ovy` opoft'itlg An 'ffny 'fonco on Kaid 1'pitda'.at the p'einb wliara.•sarih'14TIdot :*ioneex thn' routo '6t;ani .te1Q111VJrio 11hn, ox. i-vton;l and 'tho 1tL O5 'to :ou .:dorm.:ztitvit; by cbll6~ttt1ltd:etiCring••ol': bx 6hdi% ttif,treatmont, to con~vol the future 4rO4l,% ok aixl' trees. dRil bi.fralt' ~vh[ali:.niay; :l.ri tltia; •Juilgrmont.•ot••:tbo g'ratnt'aoi intwdiaxe:with the.oxowieo o£ the ulghts horoiii.gi•arrtad' Irlio:rlglita 66t6ln iw% r64. mtVy Ua AZSH{gnod by Clio gra,i6'do 'fit \uholo or 111 pA>;b: +liiie: jlYlttilbl; fax" lilmrialir,)Ot ]rolra) G1160Ci8[{ol'tl ' end Aaateli A, d6wdnrt1il:4 l1o:4 to evedv city .BtL'uobtaro: on 661.4 :Ia1icla bhttb `would 'intee4rR With ~ho.9n>it'rilIatioh, :tclrla't'emont, ntYifn.taniili'ce or'''rotriovitl li'aY'autidei . of sri1i1 'Colap110" 'llhs ov lli►og y►rt8..a:iritozi•Atd'd' y►plrllP?rooa: ~Tto:,gL'AnTaa;.i'o1'•~Gltil, Ita••suceamaYS Mxdt ri.W ziri;.covonitnth.t1t6b !,E ,v11L:1>nyw :Ow 'v4Ae6riRble. vhluo-Fif iWay evopo, cloebroyeil :anal. othov llhywliml, d•mage .4oi'ro to Via. yroprt~ty oY the grantor- halir:if: xubodya'ora anJ. ubalg»®, wAst"S• jib any t1ma otlt.t6Y t1wgoVelve •by;4b' A't Otor ulghf.a .ltblofri' 4'ral t4a jr At'tor ihti,in] c'oTlstruotl'oix. e `.d for` Reootd thh!i day<pf_. . __A.D.191 l~igtYatI .thig:......~~ rJay.oY ~•~°l~i' , 16_tL~/• Rog~tor eed9 _Ttot::e~r sue; " s1i wrrox a '~V Ee {sbAT:j: awe of 'WifI661" ht county :ot Peraoitally' .neave lio><o •e o' his . c2 dsty"ot - to.'Tn'e ittib'wn 'to 'bo.'Clio pataul4 tivlio uxoo' ' a'd '.tWb tivetrohl6ftk axd alrtlowiAdgia tho anmo. 261- TTotn~Y k'ulilfo, . County'; w1c.. ttt~~~i:lrru , ' lKY oomTttla'ai'o'r a7el+ixeR 4: ` mote ~ftid ipso"zitrsont w6a 'dwa-too '~tt :o ~'d~o1~ oh >i'UVO, Ina" Por r.~. YleS3: WisCO,t3%.:t Telophol'16 (zoo ~Aor~n,sv3.X1e, 479.eoonea,lt. ~UN10aca,~ No. 4242~;';F'• Aug, 22, 2013;10 06AM,,.•,_ :REMAX AFFILIATESS~. .J" T.Sv, r .1'. !''1`; y a. ,1'•'` ~ 1i'•:; r,,. i , a: i~ " Rici=r o wzt i E1r15EE+1ti:9 [T R . ,5 Lji~D.l~RGROt~flfl ~L~CTRIC trINF,S INOIV1biJAL ACSIOFNCE `rK THtSE' PF; ESEN. 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"itnttiivn ~r:1i►idrr iili Rt:K.(Lets; r'oacls or ,h►{tYt1i •ewllil;'1a.niYs,' a iiii6 ar'Ifrias;96r ebi3.at r+rt;lmf"k,n'tiiici 411C9ir(i4mlon'.o,("atacirtc,oriar tticzlu<lin~,,..~trt ' irlily' mul,tf+ilori ,ii l,,tllilirib{~l;~r¢:CViI►t": w'Sr±s,.,trrcti'a(ai`tt.tara,. iiaric~~;orrl~; r)rjtritibles', 'C~?.Itcrbtc ltads,''i)uct coif<ititt, i' ` ire, crl.l(ic~ctititie:r Uctil's::nQi#rrliti,l:r`,)[°i. :iw)i1`~I~rr~3tit. 'rtrCeXSDrlg4'.nctll: lll~tsttCrt„ntcs ~tceua;9a.~y XiStcl., nj~ittoPrSntC •for:llyC~iirttfut',~roiiiic~~V•e•~t'SR[iiliaailon rituy.t~tairltini(on iti r„tLr~~ l •'S: ;iF: s' .'Ip 'r, •t,Y•,~V mill. • i r?;'1l~rYCCIi~:'AR•~r,ilYir'I~it~p'IStatadf•`ti[~ rt..;.~[,,..of<::rti~.aLiali;'i,a;',c,nii;(!U), Ce.r (n t,).'•'Tli,;liri:iig,b:thC'~`aM;ii~Jr ~i~llYf rcljis~t {4 «htclt'th(~ r(~gtiL Jf 'luny; es,Sc~iiY~T t i~ gr;nlCll .Are;' tl~sCrf~'etl °aii(~.~ittila'''~t3~•.~o_*•'the 1+iF •'o~.ySe't'~1ori` V,_-'faS-~ -rte---• R4 Al f6 ~1 r •'ril f C.O1l Y tot 'V o. 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J~: 7 r (ST'AL) No. 22. 2013;10 07AM- REMAX AFFILIATES 4242: F', 85' ::3:, 'T:!e`r is ''j1•. VO 611 •j• f}.~~ •h.. .Fri .r Y'O. o~ :i_.1' `l. 'il` .f 3, ..•4.• .!•'1~. - " J~•~L.~V.., ~ ~ 5,.:.:~'A •,'t, y^7-: <1`-~i ~A. , •LF'.>;. L cis_ Y f''f x S. .J CTS }'97 .~•+V t. `3s~~v wC ttlri f. ` day: of :.i o`I tih' .'il~.'~i„ M ~r' . f~, .~ti`:3 1 ,'F•'<'~~tl-~. +~~'~~;~.~~Rjy''~', 7:~~,.i': •'•ii•t,~.;~`•i a' ~ - 7E t~. ~,'`1,..:.1j w.,~~F~ ,"s~?J»'I: ~F7~a,~lji:c}i,' ::.~ri^?► rr ..Yljy .'1 ~t~F r IQ n>a ,kria.wts.c~ trc i'lie Iwer_v.,ly id hp exe4 RWhe 3 tir,° <E iJ; "5+::•`~;b(!1~',{•~fiF~Lt'lllllti)k'1?: a.ll ~liiiliiti j~C - tiY ' , ST1.Dl • ' • ' - _ ~ :e--.J.~.j~:7; ' ''1 t'rb, ` +''y d / • ""f iii+.t r Y'i _ _ - a,t~: •.ie~ ~G!+1',: ~ ~ ~,'_Ij; ~.,,,i t~ ' °•,ay {'GT' ..i; • 1 t• 1 a ;i:: , , ~ ~ - ~!J''Y . '3t r. Q~ rV.v: j,~zj+}:`;,ter I'S~y}:;tt. 's' - :Notary fthltr- +'ik 3s+o~, , a' .F ~ ' ftS~l+.'.~5~,~'° ~.vl''i ~L1• L'4 ~~f•_%.. Y. .L.i'• e:'_ _ C. a: '%'ti'ei';:::;,° , 'Si:+;•.:.•p a~•t(''tj J~4J.~ • _ • y ty' CUFTL717mIb71 r- .-!t .~i:~r,`li~: •.rti:y1;. .•k~. ~..tt: r ~X;~'•ia✓r ~J~ . fse`Olho*fls omd:ratrrrr~.%RUQ;:t 11 !t day 01". '~:1.7~ r.~•,'/tj '1- r,`!' _ . . i.O. !lJO. ~Jll7k'71 Id t1 L" I l:r IIar~L)a1 1+, Y:7a (~N/Y.:1lLY,;.i:':~I~t:G~~~rl,~l'cl/f. ~~L'~; iC.(~. i;.?, ' nl1 ,R~{j}k~ritllt~gi<~i11t1:~lb kl. Dallib 11netf this Ra.riie. i=r{x,L,.Ti~~Tal>»• .~:rn :T.: f •.a• ~ .-;r,,, - ,u SL i ~'s' E, ti> s,' ~wf.;.i •'1 ~ i•~i v1.f~~'1`'~'~, hJ r --,llx ::l.~~. :•:2)V•,,+~'/♦ '.i• ~•~~1.111ZX - ~ ,i y,.` C~I~ ~ ,r~i~"''` •16~• t':.1u11u.ii1.11roJi.F:xtrlr;rt~ .1'.ii:r fE':g:n,cvy.~r:u . Mr., lull V U 1 1 W CZ :t• U Q V , 4 LLj d _ i 9, uj Aug, 11, 1013 10:0/AM KEMAX AFFILlAILS IV o• 4141 I F, 9 865207 KA7 'FN:H. WALSH RF(1>'STER' OF REDS 3T.;'CROTX.'CO., WT REfEOM FOR RECORD !12%OS)20.1 03:00PM RTI,` MID :SURVE.Y ,irA CCRTIFIEO SURVEY HAP ~s.J .~L, VO L : 23 PAGE: 5465 Donato W:•aanxl.janollo.Timm REC'FE> ; 15.00 PAGC9EE: 4.00 R'o4ll'"e• :D Tillt>tila'•Atf+[~ MAlty 1VI:..'1Ci1'g1a otal COPY r 3 l twated•In''thv Northamt•114 ohl'o North•twast / of Seddon 27, T 28 N, R.B W, Town of Cady; St.-Crab, Cd'unb1, Wiscot+sitt; Including Lot's 2-And 3 oEthat Certified Survey Map retarded in Volume 3 oFSt. Croix•County'Cartifcod Survey Maps, PAge 875. I Npp~~~~FC S 10 RR1~`rFft [iNL~R. rfdATtltVFlgt~tldltNfiA• . L'CC T:af1N. u.w. ION a?;T~2AaVilt:~~rr':1Ni.~ L(Found i (gun Plyw) bwtd'AlulniriwnD(fI"~7fonurnent): ; ouicbl+ . t.• QT1 Q •,pA ~0;~~~'~~Aa~; U~'P.:l~:~:~•'~.~'~ DDS, is~s~>ns~, .WI'ST 'a¢at. o~- li Ott, P • 4Vf~S`1` SAO`'-- 1 ` I 1 y :!i►,DFSCg1 tp;IN v+ vet,:NnS I Rom, j o-Z } it ~I Wi P . it; ~p T4 4 :~j~~I ~^tL1_'~'~:•2t~.n iltG29 tsr.ga(:ACKlL.S OR;; OR rd4n4 1':ICan P • 4• 55Q: f7%, . f1 - T ~6~.69t 64, lrl _ P/&N4`ac(s' h Y : 7•~..' L..~J. 4:780AC-Rb' r1I'a3si~ ort ~-'1 ~ j p sauctl rlneCetilfod 8urvoy. ~,1 05°bESC0.1B~ Ili : [yfep'r:Vnlumoy~['ngo8~ ~ M,( I Vq~I rxri ~ ~ l 41. . j00~: X10. ~ c a 1 ..J1f ' u. 'I'I pr . .mow a ,S 69°~i/ p F1~ 843.00.1 yxt 0W~ [tae -.030vaLCK, AUDBF9.U C ~g:cf~ O nY .RenMCy'4rtd'Jerte(1Q.tfm'm G gp~9 c~othAven11 LLGIL~NI)': 1°'tvnuR y .[edlcaealY~O;o ~('iB!'ic..~ti(paerc ' ].ctY. - I~`~ $d1nDy'Anfl'I~(ary,'nlmm d (Tiln:.wc:-•t.aa 46•;nth, tn,) yng9 d61h Avi~nico y'i3 .aka•. '•W1401i..WY154697 'POand.y~fn~n Pipa. 1".e '40 DNVILLR,•y, ~ IM C'akt~alFXtiH~uMtnT • 0 lla~l Ta tEd) goo 20.0 0. - fndle~taakbn~o ~3a~~ n 4r.,rc6;mrnctiito.ibe.No{tlill»o' Qf5~st-ti0n'A7;1`~~onl.eti. IAA13n DATED- . 'oGtho' Sept. 19, 2007 (A noco eded AS baarin WL_A ~Ip Rfal'ntmeni'A'rofted DyMatk-W.Necv4Y S13BT+.."l .l'(dV 'i Wl- 23, Paler 5485 Aug. 22. 2013 10:07AM REMAX AFFILIATES No. 4242 P. 10 CERTIFIED SURVEY MAP Dennis W. mid .faeelle Timm Rodney A. Timm and Mary M. Timm etal Located In the Northeast 1/4 of the Northwcst'/o of Section 27, T 28 N, R 15 W, Town of Cady, St. Croix County, Wisconsin, Including Lots 2 mad 3 of that Certified Survey Map recorded in Volume 3 of St- Croix County Cert4ied Survey Maps, Page 875. )DESCMPTIONi That certain parcel of hind located in the Northeast Y of the N"orthwcat 1/4 of Section 27, T 28 N, R 15 W, Town 0r Cady, St. Croix Coutity, Wisconsin, Including Lots 2 and 3 of that Certified Survey Map recorded in Volume :3 of St, Croix County Certified Survoy Maps, Page 875, more fully described as followa, Commencing at the North quarter corner of send Seelion 27; thence WEST (recorded bearing on the North line of the Nortliwest I/ of said Section 27), 187.00' to the Northe"t corner of said Lot 2 and the Point of beginning of the pareol to bo herein described; thenoe, along said East litre of said Lot 2, S O1 "2115" W. 783.25' to the Southeast corner of said Lot 2; thenca S 00° 1 S' 16" E (recorded ns SOUTFI), 398.9¢'; thence S 9914 P50" W (recorded as WEST), 843,001; thence N 0001 S' t0" W (recorded as NOWI'M), 403.39' to the Southwest comer of said Lot 3; thence, along the West lino of said Lot 3. N 0l °21' 1.5" E, 783.251 to the Northwest corner of said Lot 3 and e. point on said North line of tho Northwest'/.; thence, along the North line of said Lots 3 and 2 and said Worth tint of tho Northwest EAST, 843.00' to the Point of Beginning, containing 22.917 acres or 999,276 square foot boingsubject to an casomont for 20'^ Avenue over Northerly portions theroof, its shown on thin map, and to any other easements, covenants or restrictions of record, State of Wisconsin) County of Ptorca) 1, Lnuronco W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owners, Dennis W. and lanolle Timm, and Rodney D. Timm and Mary M. Timm etal, I have survoyod and divided the lands shown hereon In accordanco with official records, Chapter 236,34 of Wisconsin Statutes and the OrdirutnCe9 of St, Croix County and that Chi's map and dascription are atme and correct reprosantation thereof. Dated : September 19, 2007. m.r 1► ~ rry'C3 j Y~ • Y?~.N,VICLLYt,~ This Insirument Drafted by Mark W. Poavoy tD 5 SITPIET 2 OlF 3 aot9 Vol. 23 Pane 5485 Aug, 22. 2013 10:07AM REMAX AFFILIATES No. 4242 P. 11 CERTIFIED SUR'VE'Y" MAP Deamia W. and Jauelile Tittria Rodney D. Timm and Mars M. Timm etal Locatod in the Northeast 114 of the Northwest'/ of Section 27, T28N, R IS W, Town of Cady, St, Croix County, Wisconsin, including Lots 2 and 3 of that Certified Survey Map recorded in Volume 3 Of SL. Croix County Certified Survey Maps, Pago 875. GENEPLkL NOTICE STATJEMENT: Nato: Each parcel shown on this map is subject to State, County and Township laws, rule and regulations (i.e. wetlands, minimum lot size, access to parcel, etc,). Before purchasing or developing any paroeJ contact the St. Croix County Zoning Office and the Town of Carly. Preperty Owner acquired rbe original ropcrty with document # and is adding adjoining property froth document# er , This snap ahow's they exchange of [sand between cJjolning parcels and has been completed with document # No new lots am- created by thfs instrument." Appro~vesd on ~ceA Le, ~ -20° By ~aGll f~ , Zoning Department Dated ; September 19, 2007 .r~ia ~ guar y, ~ r.AUFucyc c~$ r • u, • O 'T'his Instrument arAfted by Mark W. Peavoy SOEE:T 3 OF 3 Iola Vol. 23 Page 5485 WisconsinDepartment ofCommerc J~V SOIL EVA ATION REPORT Page /of Division of Safety and Buildin cc~~'w in ance with Comm 85, Wis. God unty T d/ Attach complete she.pl of less than 81/2 x 11 inches in size Planmust include, but not limited to: vertical and horizontal reference point (BM), dkon 413 Parcel I.DovC`/~ ` 3yo ~ od percent slope, scale or dimensions, north arrow, and location and distance to rise st 77 C~ Please print ail information. coU .11eviewed)b y Date , Personal information yoU provide may be.used for secondary purposes (Privacy Law, s. 15 •.04(1) (m)in' Property Owner Property Locatio (Roln,e. + Mar Govt. Lot M E 1/4Aj01/4 S T a~ N R J S E (or W -IX Property Owner Mailing Addre Lot # Block # Subd. Name r CSM# 363 ao fAx Aj. V. 23 City State Zip Code Phone Number ❑ City Village Ut Nearest Road Ulf t (so WI: ~ O" 7 (f710 av CAD aoti\ ,due, n ctwn Use: ( Residential /Number of bedrooms 3 Code derived design flow rate s0 GPD Replacement Q Public or commercial - Describe: rent mat _ L C~~sS n Ue r- Flood Plain elevation if applicable tt. General comments / u q and recommendations: s D Sun G e~ t aD ~e~ ~ V o - Ce[t o~. co~.Four qb..o m OCAV\ 9 7, Boring # Boring ` © L~J pit Ground surface elev. (o . ft. Depth to limiting factor 6 5 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fh In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 SL -3 -FS~k M~r d- o ! ~ O S f)lU r w y 8- 10 - uf.S tl S v {oY y J(:::~f o Boring # . 0 ng ® Pit Ground surface elev. y ft. Depth -to limiting factor In. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence ;Boundary Roots GPD/fh In. Munsell Qu. $z. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 o a P! a L_ c s b Q uJ L fJ * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please P ' Signet CST Number Addr s r Dat valuation Conducted Telephone Number /76Y9 ~~i)/ lll~ ~s -7_12_13 j A'e Property OwnerNe ~Yll'►1 Parcel ID# D~71 ~6✓/~~~d ' Page of -3 1-31 Boring # ❑ Boring p Ground surface elev. 93.E 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 `Ei02 ur- /d 2 8- s mS~l l' l V . b O 3 - o~I2 ~f 5 L sb i LJ iuF J D Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In. Soil -Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Munsell Qu. Sz. Cord. Color Gr. Sz. Sh. `Eff#1 `Eff#2 i i a Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOM In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2 ` Effluent #1 = BOD6 > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L 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. M-8330(107/00) Property Owner T)COV\P-L-Y rY-tlv~ ParcellD#d~7! ~6~/~~©b" Page of ❑ Boring` 3 Boring # ❑ p Ground surface elev. 57-1-3 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Eft#1 *Eff#2 51 k, 02 422f -5~ L s6 n~i L~ JF © P. ~ v s u r ❑ Boring # ❑ Boring E] Pit Ground surface elev. ft. Depth to limiting factor in. -soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # ❑ Boring Pit Ground. surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence. Boundary Roots GPD/iF in. Munseil Ou. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 =.BOD6 < 30 mg/L and TSS < 30 mg/L 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. ssn-9330 fx.(Y7roo) ~Qy.~ 3 of 3 plof -PI ire 7h ~ c , ® rev] 4- n,,, 7-i,, I -•l_Xk'1W11~ (1e` E'Sorti F c/s i~ -~jAc",-, Is Sf`IJ Sf C`'OISC CD~.~ rh ~O~K~~ C~rc~er. Dr'QI.. Thfkc-kc,s dre- df , -Tpwv~ d f C~aQ. r ~E o A) U) SeC, 5""1 be/ow hoc Ti-ewk Ta8,,v R rs w r►~s+Qi It~~ rr q~ 8 X-,- Le- I 40 ~To EXcej + AS SAoLo,\ ~b fk Av f~ 3 Arcc-- ¢Q 1 BoAom 04: ' S ( 6-1 i Gar-4. 13 1 r r fy ©`rF ` W L L I S, \ rr ~l 11 l©n.oo KX T~~ ' Pray slo"ke~ly~ar~, 3~u west o~ ia T~J •34,• Nk f5 -rt-c.t RECEIVED 11111111111 ~ `-11111111 f 11111 1 111111 I I 111111 D EC - 7 2007 865207 KATHLEEN H. WALSH ST. CROIX COUNTY REGISTER OF DEEDS SURVEYOR'S RECORD ST. CROIX CO., WI RECEIVED FOR RECORD 12/05/2007 03:OOPM CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP VOL: 23 PAGE: 5465 Dennis W. and daneHe Timm REC FEE: 15.00 Rodney D. Timm and Mary M. Timm etal COPY FEE: 4.00 PAGES : 3 Located in the Northeast 1/-4 of the Northwest of Section 27, T 28 N> R 15 W Town of Cady, St. Croix County, Wisconsin, including Lots 2 and 3 of that Certified Survey Map recorded in p5 Volume 3 of St. Croix County Certified Survey Maps, Page 875. 'I NORTH QUARTER CORNER NORTHWEST CORNER SECTION 27, T ?8 N, R 15 W ) SF~CI'ION 27,T 28 N, R 15W 5mtmd 1" Iron Pipe tQI L (Found Aluminum DOT Monument) UNPLATTE >~)NPLATTED LANDS v~~T Di L A N D S 263L _ North line NW 1 Seed - - - EAST WEST 287.00 160 .•01 317.255' ; J.oL' _ 55.75 O'er' - 320.16' 522.84' t ' IL DRIVEWAY i LANDS DESCRIBED IN N i ' VOL PAG y \ M D • DOC. 2 o 1 I - a w - I DWELLING p =i O . ~ a oC C E R T 1 F 1 D\-S-t7 R V E Y _M P OLUME- 3 PAG W"c t- nRSa OT 2 E 875 sxED T 4 _ LOT 5 ACRES LOT 3 =o.f~_ ACRES 92 •0 12.926 R -"u OR Found I" Iron I* r 435,845 SQ. FT. 562,631 SQ_FT. (In North-South Fence) .g ACRES Imo Pipe set , 12 ,n T* L yJ 9.760 ACRES N OR OR p 425.128 SQ. FT 545,329 SQ. FT. d p t I Sul e`? (EXCL. R/l~ z (EXCL. R/449 w 1 ' ao t ~ I o LANDS DESCRIBED IN South Line Certified Survey M F~ 1 VOL PACES Map, Volume 3, Page 875 ! I QI.~ (DOC. NO.~(0~ ~-+tj c Q e-4 ch. 0 o I 410-0.5' Ne, 432.95' , i S 89o41rso., W 843.00' NSx+ (R - WTEST) N UNPLATTED LANDS South Line NE14-NWi./4 ' N - - - - OWNERS` "DRESSES SSFS tg c o 1vsl~ Detmis and Janette Timm E 30?9 20th Avenue LEG E" Wilson, WI.5go27 ftj 1-A Indicates 1^O.D. x a8^ Iron Pipe Set ' PAU Rodney and Mary Timm O (Min. Wt -1.13 tbs./fin. ft.) 30g9 20th Avenue a7ag Wtlson, WI. $4027 • Found 1" Iron Pipe sxvxL*-~~ a' Scale in Feet S 1° = 200' w1- ,Q 9eetionCornerMonament 0 ~lv (as noted) • - Indicates Fence 200 ioo 0 200 LAt1D 3 DATED - Bearizw are referenced to the North line Sept. 19, 2007 (R= ) ReeordedAs of the NW 1/4 of Section 27, recorded beal"irig WEST. , This Instrument Drafted by Mark W. Peavey I`11111111, 1 of 3 SHEET 1 OF 3 Vol. 23 Page 5485 M 4Q CERTIFIED SURVEY MAP Dennis W. and Janelle Timm Rodney D. Timm and Mary M. Timm etal Located in the Northeast 1/4 of the Northwest of Section 27, T 28 N, R IS W, Town of Cady, St. Croix County, Wisconsin, including Lots 2 and 3 of that Certified Survey Map recorded in Volume 3 of St. Croix County Certified Survey Maps, Page 875. DESCRIPTION: That certain parcel of land located in the Northeast `/4 of the Northwest 1 /4 of Section 27, T 28 N, R 15 W, Town of Cady, St. Croix County, Wisconsin, including Lots 2 and 3 of that Certified Survey Map recorded in Volume 3 of St. Croix County Certified Survey Maps, Page 875, more fully described as follows: Commencing at the North quarter corner of said Section 27; thence WEST (recorded bearing on the North line of the Northwest t/4 of said Section 27), 187.00' to the Northeast corner of said Lot 2 and the Point of Beginning of the parcel to be herein described; thence, along said East line of said Lot 2, S 01 °21'15" W, 783.25' to the Southeast corner of said Lot 2; thence S 00° 18' 16" E (recorded as SOUTH), 398.94'; thence S 89°41'50" W (recorded as WEST), 843.00'; thence N 00°18'10" W (recorded as NORTH), 403.39' to the Southwest comer of said Lot 3; thence, along the West line of said Lot 3, N 01 °21'15" E, 783.25' to the Northwest comer of said Lot 3 and a point on said North line of the Northwest '/4; thence, along the North line of said Lots 3 and 2 and said North line of the Northwest '/4, EAST, 843.00' to the Point of Beginning, containing 22.917 acres or 998,276 square feet being subject to an easement for 20th Avenue over Northerly portions thereof, as shown on this map, and to any other easements, covenants or restrictions of record. State of Wisconsin) County of Pierce) I, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owners, Dennis W. and Janelle Timm, and Rodney D. Timm and Mary M. Timm etal, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. Dated : September 19, 2007. Y S- -,9GON8jA~ is 4LAUR£N¢~ W. F--I177//YY ENVILLEQ,.~ ova t This Instrument Drafted by Mark W. Peavey D SHEET 2 OF 3 2of3 ' Vol. 23 Page 5485 Parcel 004-1063-90-100 07/18/2013 04:53 PM PAGE 1 OF 1 Alt. Parcel 27.28.15.4238-10 004 - TOWN OF CADY Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 12/05/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O- TIMM, R D& M M TR (LE)%J PALM R D & M M TR (LE)%J PALM TIMM N4573 CTY RD Y MENOMONIE WI 54751 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 3039 20TH AVE SC 5586 SCH DIST SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 12.916 Plat: 5485-CSM 23-5485 004-2007 SEC 27 T28N R15W PT NE NW INCLUDING PT Block/Condo Bldg: LOT 05 LOT 2 CSM VOL 3-875 BEING LOT 5 CSM 23-5485 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-28N-15W NE NW Notes: Parcel History: Date Doc # Vol/Page Type 12/05/2007 865207 23/5485 CSM 12/03/2007 865069 TD 12/03/2007 865068 CT-TR 07/23/1997 995/129 QC 2013 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/27/2009 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 19,000 189,900 208,900 NO PRODUCTIVE FORST LANDS G6 11.916 39,300 0 39,300 NO Totals for 2013: General Property 12.916 58,300 189,900 248,200 Woodland 0.000 0 0 Totals for 2012: General Property 12.916 58,300 189,900 248,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I a o 3 C) o o ° 60~ I I o 0 C) Y p0)o cc N 'O E o M N coq 3 me EOg 'aa a~ c a~ - o (n x E a) m 00 - v v E U ~ m o 0' a) 4) N - 'T m COD C'j a) -0 0 cc -o a) 2 c cLi~ t m- - L 0 (D r- o III H N 0 :3 C M -j m 0 O ~ L,°o~rnz y O~ I Lo I j N>>N N - C 0 x a> M N O 0 -6 O (n N r m a N N N y N 7 m N C', Q C N O~ y N z w 04 N~ N yNco z ` 7 N Il y O 0 m U. c a r O c-'e coo U. _O 0m CL ar d; 4) CL 'a 2 a m Co 35 'O O 'O O (a 60= 0 O v m Q 2 Of~w 3b UO Q w V Z E m ( Z E I X Z c 3 o I = a I co ` v N v co w a m a> a m N H Z O O ~ 0 O O Z a r O N C V O y-0 N O N 0) Z N ) V Of N F- ~ I v rn > > v rn N Cx O tp O N D. O 0) N = E N O O K 'C N N . O O O (D CD ~~1 t L_ C O L L f6 N C C ° M C C C Q w N Z H Z O Z F- Z o o Z V O N Z to d d m m E m m 03 Lo o _03 t~v a m w 0 w a .r a N O c(L a 4) 0) LO) 0 (D c a G d c Z U) r H H co O N H Fes- H ' o 0 0 0 a J V 0 0 0 a J 9 i 'n a a a G. a IL IL w co co in V y rn r- N rn Z LO 00 > p M N O o 0 0 0) co O w ° 0 0 = ° m O (O Q O 7 Q 7 D O N N L m N c L n N N 6~ Q} Cn N Q Z (n co CY) O O O M N C Cl) W C -p m Ili T O T E (O 00 v O E O N C C N c C N C tl a 0 C" C" 0 0 0 1 ca m 0 a' C m 05 C N N N N N C; O 0 C m _ (O O) O (O ° y v Z a u1 v d v' N l co > E co w o E Ln y 0 0 c m ( a) a-) v O^ m E M M 0 0 m o ~ r- co o N m o~ u O N U H r- N Z = H F- v N Z N 2 Z '.rt (n O = r V ~ it ~ = E I E vs r m €a €a 0 c. it `a `a • 0. m V w d c m y c `1V E c 3 c 0 3 t~ 0 m 3 0 0 '.g t A UCL 0U) 0 (nU z REPORT bF INSPECTION-INDIVIDUAL SEWAGE SYSTEM San.itaAy PeAm.itz;?9151'~ State Septic _ NAME own.ah.ip St. Cko ix County Locat.ion.nbl ojjxj', Sect.ionj2T_N,R W SEPTIC TANK Size~'~"' gattonz. Numbers o6 Compantmentz Distance FAom: Wet.- 0'" c;4 it. 12% on gneateA atope 6t', Bu.itd.ing.20_bt. Wettands -Wo it. Highwaten it. DISPOSAL SYSTEM Distance FAom: Wett bt. 120 on gAeateA ztope it. Bu.itd.ing Wettandz_ Ft. H.ighwateA it. FIELD DIMENSIONS: Width o j tAench it. Depth o j no ck b etow t.ite 2 .in. Length o6 each tine I. M6it. Depth ab tack oven t.ite .in. Numbe& ab tines ~ Depth ob t.ite betow gAade1d-in. Totat .length o6 tines-'Z 6t. Stope o6 ttceneh in peh 100 it. Distance between Zines__& _{t. Depth to b ed&o ck Totat abs oAbt.ion atceaZlf jt2 Depth to gnaundwatenr'- it. RequiAed atcea it2 PIT DIMENSIONS: Numbe& o6 pits GAavet atcound p.itzs yes no Outside d.iamete Depth betow .inlet it. 2 Totat abdoAbt.i aA it z A AAea tce cAe it2 I INSPECTED B I T L E APPROVED DATE 197. ",7Z REJECTED ,DATE 197. S A i~ i i A ' State and County State Permit J PLB67 Permit Application County P# - for Private Domestic Sewage Systems County *DENOTES STATE APPROVAL REQUIRED Date Approval Received from State if Required State Plan I.D. # A. OWNER OF PROPERTY Mailing Address: pob/fb~- r T1, M SP)? 1' N &D Ll A /L W1 710 B. LOCATION: - AI 1; % A/ , Section A-, T N, RL E (or) W Lot# City_ Subdivision Name, nearest road, lake or landmark Blk# Village Township A hP !r C. TYPE OF OCCUPANCY: Commercial *Industrial *Other (specify) Variance Single family - Duplex No. of Bedrooms - No. of Persons 15 D. TYPE OF APPLIANCES: Dishwasher ri YES NO Food Waste Grinder YES A-110 # of Bathrooms-/- Automatic Washer 1/ YES NO Other (specify) E. SEPTIC TANK CAPACITY ~QD D Total gallons No. of tanks *Holding tank capacity Total gallons No. of tanks New Installation Addition _ Replacement _ Prefab Concrete *Poured in Place Steel Other (specify) F. EFFLUENT DISPOSAL SYSTEM: Percolation Rate 1) 2) 3) Total Absorb Areas O sq. ft. New Addition Replacement *Fill System Seepage Trench: No. Lin. Feet /Sa Width •5~ Depti J' T-ile Depth 2-6 No. of Trenches 2 Seepage Bed: Length Width Depth Tile Depth No. of Lines Seepage Pit: Inside diameter Liquid Depth Tile Size Percent slope of land / Distance from critical slope I, the undersigned, do hereby certify that the information I have reported is in accord with Section H62.20, Wisconsin Administrative Code, and that I have sized the effluent disposal system from the EH-115 prepared by the Certified Soil Tester, NAME LL y0to C.S.T. # S No and other information 00 obtained from (owner/builder). 412-.3 Plumber's Signature MP/MPRSW# SaI Phone Plumber's Address PLAN VIEW: Provide sketch below of system (include direction of slope and all distances in accord with H62.20, including well). QR v/bps F-,U _ r4 _ - 'e L Is PI'M.Z. 000 P- Pt A ,?EA_ 41 It a o ~,.Tl'Y ~ _ Y r N _ ~ _ _ 5 M 1= lv Do Not Write in Space elo FOR DEPARTMENT US ON Y G Q Date of Application !Fee Paid: State A r? Co W 'T Da 'ecw Permit IssuedtM -Wed (date) Issuing Agent Nam Inspection Yes_ No Valid# Date Rec'd 1. county (white copy) 3. owner (green copy) DIVISION OF HEALTH, P.O. BOX 309, MADISON, WI 53701 2. state (pink copy) 4. plumber (canary copy) Revised Date 6/1/76 .t . Stall and County State Permit ~1 PLB-6 ~9`s Per i 7 Permit Application County for Private Domestic Sewage Systems County *DENOTES STATE APPROVAL REQUIRED Date Approval Received from State if Required State Plan I.D. # A. OWNER OF PROPERTY Mailing Address: l/d l V &"45 SY 74' 7 e,C~ ~~y / /W //I SP)-/ b U B. LOCATION: ~~'/4 /V k- Section T" N, RJrL E (or)'~~~W Lot -City_ Subdivision Name, nearest road, lake or landmark Blk#/Ci4uu /-?,Id,,,( Village Township (712d dx--- C. TYPE OF OCCUPANCY: Commercial *Industrial *Other (specify) *Variance Single family X Duplex No. of Bedrooms 3 No. of Persons D. TYPE OF APPLIANCES: Dishwasher YES NO Food Waste Grinder YES d- NO * of Bathrooms Automatic Washer e- YES NO Other (specify) E. SEPTIC TANK CAPACITY -/60C) Total gallons No. of tanks *Holding tank capacity Total gallons No. of tanks New Installation Addition Replacement _ Prefab Concrete *Poured in Place Steel Other (specify) F. EFFLUENT DISPOSAL SYSTEM: Percolation Rate 1) 2)x_3) /d Total Absorb Area 7 J 7&51f[jltl- ft. New A- Addition Replacement *Fill System Seepage Trench: No. Lin. Feet Width Depth y~Tile Depth ,t0" No. of Trenches el, Seepage Bed: Length Width Depth Tile Depth No. of Lines Seepage Pit: Inside diameter Liquid Depth Tile Size le Percent-.slope of land 10 6/o Distance from critical slope 1, the undersigned, do hereby certify that the information I have reported is in accord with Section H62.20, Wisconsin Administrative Code, and that I have sized the effluent disposal system from the EH-115 prepared by the Certified Soil Tester, NAME Ar '/A wY LC~e 4 2 f C.S.T. and other information obtained from (owner/builder). Plumber's Signature MP/MPRSW# 147 5'' ~2 Phone # 6-S Plumber's Address I PLAN VIEW: Provide sketch below of system (include direction of slope and all distances in accord with H62.20, including well). N~ Cc~t~r~e r oNf-,~~ 7`ow h Road ©S C i Pr a i l v) e- 1 l flous ~e Ir\ C Sep i 4 V I o` 0 5 -J. A-e a My 1 c i s c m ew\+ ~s f ~ R .rf Ca. s s~ Do Not Write in Space Below FOR DEPARTMENT ~S_E ONLY Date of Application 4 Fees` Paid: State / ,County at d (J Permit Issued/R~ejeeft (da ) 16 9 11 6 Issuing Agent-Name j Inspection Yes No Valid# Date Recd I 1. county (whit copy) 3. owner (green copy) DIVISION OF HEALTH, P.O. BOX 309, MADISON, WI 53701 2. state (pink copy) 4. plumber (canary copy) Revised Date 6/1 /76 ~ r gg ®RC Y kr'f'iC ii fi- C s ~y t . ~ i 4' ! ~ J' S. t✓1.' i , ,ts y 04 1 i1Bd~sr rT.~ ~ V. I. { JC•.77tt y .s a' -t.~ V vW-Y Far' t'°y. - f; 7Ya. t r 1 4, Ar _ 3`71AIISL 4, t x { r. r y it Zia r r hro" `+,r 3 r T~9a i yC S::.e 1 Is b ff ~t F~~~, rtipeL `A i v v .i. u k afA~ ' x M r r ~r _ Sz~+~.'. Y .2 ~ ,..,w.t+ en r;4:.y,~('J -~.,+R,..>4f~... i lyy ~,yl.'-,:. iG,r., r_"~ ~'C~~ q 9aa - ~ ~ r'te` 1 7. f 7~ j, ice'. x. 4S H~• _ NO. 985-A 0. ST. CROIX COUNTY SURVEYOR'S E all 7 GERTI Fl ED SURVEY MAP o FILE. p C CpNTlEtt W joals 2 "a WW of DOsds O . >SA Croix County, /A 4 w I = slo W C wg _ S 1,0 2 1015 "W 783.25' I Z N N N a, 750.24 rni 1 m O r- .0 0, -0 0 row - m r '7409 4 rr ' nn O Oy o w`t a a ~w N 1021'16"E 483.25 ~6 Irw+~ I 0 m n L, n~ o A. m ~Z° 0 0 z p- p rA z W p (n z cn v m W m O D o 300.00' ,'°O t M v z _ O NI 2115E N~ I y) W W ~ I cn -c Z I ~ -v N I l m m m l~ w ro 0 - I 0 r- 0 N q O~ p m0 :4 0 I-- vI 1~ z zz o ?_NK ~ ~0 O vl I v - m O ;D ; D ch .I y mm OI ~ u- 0 A Z~ N N p r -n 00 m O p O 00 N -1 01 0 0 rn O A 0m ~ r w f I OI O = O O O I 04 0- ~I O z C~ I I z ~\•y°\6 C~ mp4 lw 1 n 750.24' `Al9 I a N 1 °21 15 E 783.25 100 to y z-_ 0 I co APPROVED I I z 1-3,333 ::E M rn 19 1979 1 I 0~ I m N 0°2440"W 855.34' 9 $t. C 10A N COMPREMENSIV Y•+~~~ a' "40 1 V AND tONINO COMrid►f6Y 1 AAO. t0 co O~'y m W m zI cn m - A I y = m %m ~ cc 7a o n O y APPROVAL OF THIS MINOR m Z rrn rrn DOES NOT MEAN SU D /LION . co BUILDING APPROV'A 1FOR SIT, OR SEPTIC SYS1f o00 00 \ o REFER TO H62.20. \ N ~ o O ~o° I N) M 0 r-0 °855.34- - - - - - - - - - - - nT WN ROAD W . 455.81' S0024 40 E _1311.15EAST LINE OF SECTION 27 1 1 I .1 ~ 411 Volume 3 Page 875 79-75 TN I S I NSTRUMENT DRAFTED a y W