Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
008-2002-50-050
/~ REC.Ei~IED f~.~~ ~ ~B267Sg VOL 27 PAGE 5278 KATHLE7II H. ~LS'~ REGISTER OF DEEDS ST. CROIX CO. , MI R£CEZVED FOR RECORD 06/05/2006 02:10PM CERTIFIED SURVEY ltAP REC FEE: 13.00 LOCA7£D iN P RT OF THE NE ~ OF THE SE ~ OF AND /N PART OF THE SE ~ OF THE SE ~ ALL / SECTION 36, TOWNSH/P 28 NORTH, RANGE 16 !NEST, TOWN OF EAU GALLE, ST. CRO/X COUNTY, WISCONS/N. -~~/`~p BEARINGS ARE REF RENCED PREPARED FQR+ 7HE E 1/4 CORNER OF ~ :"" TO THE EAST LINE OF THE SEC. 36, T. 28 N, R. 76 W o SOUTHEAST GUAR ER BARRY ANDERSON ~ ~ .r ~ !ASSUMED BEARI G1. (FOUND ALUMINUM N~~ \ ~ UNPL A T TED _L ANDS COUNTY MONUMENT) I ~ ~ I ~ ~ N89 :33 59 "E 581.39 I ~ z 546.39 s o N ~ + 33.00- -) 1 ? ti "' % , ~ ( i w 0 0 Zi 26 N 5.58 ~ 243,058 SQ. FT, 1 ( v -~ - ~ - -NORTH LINE F THE SE i/4 OF THE SE i/4 OF SE 3S, T. 28 N, R. 16 W UNPL A T TEI~ _L ANDS LEGEND O SET 1' Q.D. X WEIGHING 1.1,: B GQVERNMENT ............~.... 50' BUILDING 8' IRON PIPE 8S PER LINEAR FQOT, ~RNER AS NOTED ETBACK LINE 1' = 100' 1 200 JAMES M. WEBER ~ ter, ~ tnn . JAMES M. ~5=; PASSE ENGINEERING, 2D03 ONEIL RQAD HUDSON WI 5401b DATED ~ Z13'O~ 805-06 THIS INSTRUMENT 1 of 2 a aW O TED BY JAMES WEBER Vol 27 Page 5278 LET 1 I I,~ 6.127 ACRES i 6,884 SQ, FT. O AC. EXC. R/W q' I I ' Z Q' A~ I _ ~ ~ ~, Q~ I ( ~ Q~ 0 I 1 ~ , ~o O 1 f°n 1 $ ~ --~ 50 I~ ~ I ~ 1 =~ F--, I ~ I ; o I RJR ( oSO1L T£ST 1 I ~ 1 ( 33 33 ;33.00 - - 7 ( S89 :33'59 "W 259.701 1 I ~'~~ I ~'Oq g~~ N INE SE CORNER OF- - - - ~~ SEC. 36, T. 28 N, R. 16 W (FOUND ALUM/NUM COUNTY MONUMENT) SHEET 1 aF 2 c Parcel #: 008-2002-50-050 os/z2/2oo7 09:37 AM PAGE 1 OF 1 Alt. Parcel #: 36.28.16.549A-20 008 -TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 06/05/2006 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -ANDERSON, WYATT W WYATT W ANDERSON W2625 890TH AVE SPRING VALLEY WI 54767 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 6.127 Plat: 5218-CSM 21-5218 008-06 SEC 36 T28N R16W PT NE SE & PT SE SE CSM Block/Condo Bldg: LOT 0 1 21-5218 LOT 1 (6.127) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 36-28N-16W Notes: Parcel History: Date Doc # Vol/Page Type 06/19/2006 827661 WD 06/05/2006 826758 21/5218 CSM 10/16/2003 743882 2437/237 WD 07/23/1997 825/435 2007 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Description Class Acres Land RESIDENTIAL G1 2.000 22,500 AGRICULTURAL G4 4.127 400 Totals for 2007: General Property 6.127 22,900 Woodland 0.000 0 Last Changed: 06/01/2007 Improve Total State Reason 170,100 192,600 NO 05 0 400 NO 05 170,100 193, 000 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 Wisconssn,Departmerr~ of Commerce PRIVATE SEWAGE SYSTEM Safety and BiSiding Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Anderson, Bar Eau Galle, Town of CST BM Elev: Insp. BM Elev: BM Descriptio i~ n ~ G TANK INFORMATION TYPE MANUFACTURER ~~ CAPACITY Septic ~ e~ (,J. es~~. Z50 Dosing 11 t~~n~.)O C7 ~SI~ ~ l~~ SZS Holding TANK SETBACPF INFORMATION TANK TO ~~ P/L WjELL U BLDG. Vent to Air Intake ROAD Septic 7 5!~ / / ~ 1 2 7 / .^ Dosing ~ !J ~ ~ / / / (p Z7 / ~. Aeration Holding PUMP/SIPHON INFORMATION ~~ ~ Manufacturer ~ Demand , S v GPM Model Number ~ !~ Z~, ~] TDH Lift39 ~j . 0 Friction oss13 System Head s ~ TDH Ft 5 . . Forcemain Len Dia. •~ Dist. to Well I L /~J SOIL ABSORPTION SYSTEM ELEVATION DATA County: $t. CroIX Sanitary Permit No: 488240 0 State Plan ID No: Parcel Tax No: Section/Town/Range/Map No: 36.28.16. STATION BS ~ ~ ~v HI O/• t~ FS ELEV. tJ~ Benchmark 6, icy. c~ i~ Alt. BM ~~,1e~4-- Go.w.. ~ 16 ~ 5 7/. z., Bldg. Sewer ~ R ~ZS ~, cQ J J SUHt Inlet y # ~ ,~I Q ~/ 3 O SUHt Outlet ~ '~ Dt Inlet ~ Dt Bottom ~, l3 ~~ L ~~ •D Header/Man. i` ~ r ~P ~` g~ Dist. Pipe t•7 99•~~ Bot. System ~.5 ~^~~ ~ Final Grade ~ .,'~ I~ ~~ St ~o~ ~~ ® ~ 6.5 7~. ~ L o ~ av ~ Co Z 9 'mod ~i a -n A VYr'y W t ,( / i ~ / ~`~ ' i N -~ z- Z. 6Z 73~~i 1~ r 5 71 • ZZ. BED/TRENCH Width / Le th / No. Of Tr~,pc s PIT DIMEN NS No. Of Pi Liquid De Inside Di p DIMENSIONS ~ ~ ~ ~ ~J ~ ~c17`. ~ ` ~ ` ~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CH~ OR Type Of stem: ! g / ~~~ f ~ ~ /i H " NIT Model Number. aJ ' t DISTRIBUTION SYSTEM 1~~~-f2.,...d \ Header/Manifold i ~f ~ Distribution u i f ~ Pipe(s) 4 ~t 1, .b 3 / x Hole Size ~t ~ x Hole Spacing y / Ve~o Air Intake th ~~ 5 Dia ~ L n L Z~ acin len th ~ `' Dia S ~ `( . ~ J g e g p g SOIL COVER x Prwssure Systems Only xx Mound Or At-O,rade Systems Only Depth Over ~ Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center , ~ ~~ Bed(Trench Edges ` Topsoil \ ~~ s 0 No ~ 'Yes ~ No COMMENTS:. (Include code discrepencies, persons present, etc.) Inspection #1: ~ / ~/ ~~ n Inspection #2: / / Location: 36 270th Street~Sfp~r'ing Valley, WI/54767 (SE 1/4 SE 1/4 36 28N R16W) NA Lot 1 ~~~~~ /~~x1/ Parcel No: 36.28.16. 1.) Alt BM Description = ~ ~le'~ t`''~'~ ~J~ ~ , J b~ ~ (~ ~~ 2.) Bldg sewer length = f (~ ~„~ G~ (~ ~ ~'"~') - amount of cover = ~ 1 ~ E /D~. ! ~ 0 ~ Plan revision Required? ~ Yes No ~[ ~ ~~ ~~ Use other side for additional informati n. ~7 Date Insepctor's Si ature Cert. No. SBD-6710 (R.3/97) ~~~~ Safety and Di ' on ~y err m 201 W. Washin ve :O. 162 ~ ~^ / ~-~~5/~ Madison, WI 7U 71 Saitary - ~a (to filled in by Co., . (~)~- 51 ~ [ {2 De artment of Commerce V V Sanitary Permit Application rx~~- . ` State P~ LD. Nombar ~ 7 Q ~ In accord wink Comm 83.21, Wis. Adm. Code, paeans! iaformetion you provide ~li ' ~ ~ ~ . may be used for secotdan+ purposes Privacy law, s15.04(1 xm) Projetx Addtest (if dtftetratt than mailing address) I. Application Information -Please Print AD Informatio .2 .- Property Owner's Name .!'~~ ~ 6 )006 .BlaalE#~- - ~ _ !ie»~ s Ma;diag Address yG ~ Prop~y ~~ r~ ,T. CROIX COUNTY pp ~!/ Z 2S ~!6' ~~ ~~ y., .~%., section ~ Phone Number 7~J City, State Zip Code y tack S 61 77 - ~/' ..~~ ccir~ck T ~ N; R~E o>~ ype of Building (chec all at apply) u~ S ~ ~j CSM Number !>31 or 2 Family Dwelling -Number of Bedrooms ~iiZ ~ ~ ...~~± ~j ^ PubliclCommercial -Describe Use - ~/l~k ^ State Owned -Describe Use ^City ^ Village ~'Pttwnship of ,~ ~ ~ `~ III. Type of Ptrmit: (Check oaly one 60= on line A. Comph~e line B if applieabk) A' (~iew System ^ Replacement System ^ TreatmetrUHotding Tack R~lacemertt Only ^ O1her Modifxxtion to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Chaoffie ~' ^ Permit Transfer to New I.is< Previars Permit Number and Date Issued Before Expiration Plumber Owner ~ It ~ fl ~ IV. T of POWTS S m: Check all that a ^ Non -Pretisurized In-Crtotmd ^ Mound > 24 in. of saifable so ~'ji+Iou~ < 24 in. of suitable sot! ^ At-Grade ^ Single Pass Sand Fifoer ^ Constructed Wetland ^ Pressarixed hr-Ground ^ Holding Tank ^ Pent Filter ^ Aerobic Trim6nent Unit ^ Rccurailating Sand Filter ^ ~ Recirculating ~ Media Filar D Leaching Chamber D Drip i.me ^ Caavea-less Pipe ^ other texplsia) r V. D' al/Preatmeat Area Informafioa: ~' ' Design Flow (gpd) Design Soil Applitxtion Rate(gpdsfj Dispersal Arm Required (sf) Dispersal Area Proposed (sf) System Elevation ~o , y ~ dma =v~' VI. Tank Info Capacity in Gapons Total Gallons Nuartber of Units Marm E`1~~2~, ~Q~' ~ Pre66 Concr~e Site Constructed Steil Fiber Glass Plastic New Talcs Exis<iag Tanks O~ sepae °`x .~ TO - Z Cam/ VII. Responsibility Statement- I, the andersigaed, assame r esponsibilily htstallatioa of the POWTS shower on ffie attached phns. Plumber's Name (Print) PI s S' ~I[~/MPRS Number Business Phone Number B ..tr o TIS- tv- aovv Plumber's Address (Street, City, Zip Code) z~.zr~ ~,~ ~ o r- uTv~ VIII. Conn /De at Use O vod ~pPro ~v ^ Disa ~ veil S~~Y Permit Fce ' odes Groundwater Srueltarge Fee) Date Issued L4suing Signature o s) - I ' !! Uwr Rea Denis! ~~~ V [,J IX. Conditio PP l 31 ~ ~ ~ T~ 1 s ! SYSTEM OWNER: 1 Septic tank, effluent filter and J~-uq,~` ~ 0-r1 (~-~ ~ ~ ~ i d / i t i i'ti ~ ce ma n a dispersal cell must ali be serv ned ~o ~ ~~.~.--- ~ ~ ~~ ~ as per management plan provided by plumber. ~~ ` ~ r ~ - - 1 t li - 2. All setback requirements must be maintained as per applicable code/ordinances. Attaeh eomptere phm (ter ter! COaatr ~aoq) rpr ~ systmr m papa[ oo[ ass aaw oux x as wcu~ .a a,xc ~a SBD-6398 (R. 01/03) f,r~ ~- ~ ` ~' w w ono ~.. N O 8 ~~ ~~ ~ q it II ~ '~~ °p ,Ob`Obo V h x o ~ ° q o ~y ~ ~ # -.. ~~ ~° ~, ~ \~ ti ti 'ZJ ~ x \ \ •., yy S R 'S ~ ~ ~ ~' ~ ~ ~ ~ ~ w N ~Y ~" ~~ x ..~ u u '" 8~ ~ g g x A O x O N a O A ~~ C ~~, C x ~ W ~ '"~ ~ ~ ~~~ b ~~ ~ ~~~ ~ ~ ~' ~ h ~~ b x P ... `C ~~ ,q o v ~~ ~ ~ ~ r QP C ' .1 commerce.wi.gov ^ ^ ~~scons~n Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www.commerce.wi. gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary June 12, 2006 CUST ID No. 221180 DAVID B FOGERTY FOGERTY PLUMBING & PERK TESTING 1NC 28288 MCKENZIE RD SPOONER WI 54801 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/12/2008 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction ID No. 1270697 SITE: ~J~ Site ID No. 713124 malt-Afiderson Please. refer to both identification numbers, 270TH St above, in all cones ondence with the a enc . Town of Eau Galle St Croix County SE1/4, SE1/4, S36, T28N, R16W FOR: Description: New mound, 4 bedroom residence . Object Type: POWTS Component Manual Regulated Object ID No.: 1076585 Maintenance required; 600 GPD Flow rate; 23 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. 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, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • The bottom of the distribution cell shall be level per the Mound Component Manual. The "D" dimension shall be a minimum of 13". The maximum finished slope of the mound surface shall be equal to or less than 3:1 per the Mound Component Manual. Reminder Cow' APP • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. DAVID B FOGERTY Page 2 6/12/2006 ' • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 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 sha rovide copy of this letter to the owner and any others who are responsible for the installation, operation or intenance f the POWTS. Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 POWTS Plan Revie er ,Integra d Services (715) 634-7810, F • (715) 63 5150 , M-f 7:45 am - 4:30 pm pat.shandorf@wiscon ' .gov cc: Leroy G Jansky, Wastewater Specialist, (715) Z26-2544 WiSMART code: 7633 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Owner's Name: Owner's Address: Legal Description: Township: County: Subdivision Name: Wyatt Anderson 4 Bedroom Mound Wyatt Anderson W2625 890th Ave. Siring Valley WI 54767 (715) 778-4508 SE1/4-SE1/4 Sec. 36 T28N-R16W Eau Galle St. Croix NA Lot Number: NA Block Number: NA Parcel I.D. Number: Plan Transaction No.: age Page 2 n ex a i Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan v.T.s. aonarly ,~ d P 1 I d nd t'tle r of E Designer: Dave Fogerty License Number: MPRS# 221180 Date: 05/08/06 Phone Number: 715 635-9609 _ Signature: ~-- Designed Pursuant to the Mound Component Manual for POVYfS Version 2.0 SD&10891-P (N. 01101), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 8 ,~..~,Jun 01,06 08:02p FOGERTY PLUMBING 17156355286 p.4 Revised 6-1-0Es Mound and Pressure Distribution Colmponelnt design Design Worksh2e! Bite intiortnatlion {r or c} R Residential er Commercial Design 100 00 F~timeted Wastewater Flow (gpd) 1.50 Peaking Factor (e.g.1.5 ~ 15b9'o) 600.00 Design 1=1aN (gpd) 6.00 Site Slope (96} 98.00 Contour I:me ltewatian (it} 23.00 Depth 1o Limiting Factor ('in) 0.80 io-situ Sod Appkcatior+ Rate (gpolR~ uistrtbutlor~ ceu Infiorrnetiaa 120.00 Dispersal Ce1( Lengq+ Atogg Contour tfl) _ 1.00 Dispersal Cell Design-LOading Rate {9polit~) 1 Infb:ent WaatrwrSter Qty {1 ar 2) ,~~ b p~ssure pisrtbutbrt IMormatlon (core} a Center or End Menlfoki 2.50 l,.aseral Spe~Ging (it} 1 Number pf Laterals 4.126 ~tiflCe piameter (in) (e.g_ 0.25} ` 3.83 Ordica Sparing (fl) ZOD Forcemah- Diameter {in) 4110.00 Forcemain Length (ft) Ba.00 pump Tat+k Ele--atlort (ft) 6.50 System Head tit) x 1.3 33.83 Veetical tilt (tt) 6.64 Fric>iat loss {0) 46.97 Total Dynamic H@ad (1t) ~ ~ ~3 Lateral Dt+rnshr 8etsction ~ in. die. 'ons tltoke 0.?5 1.00 x 1.25 x 1.50 x x 2. x 3.00 x Troafa~nt Tani[ MBorrnsHon 1250.00 Se 'c Tank tepeciiy (g~) Wieser Concrete Manufacturer Nob: Send flA tO} ca~adstians assume e 83.4.3 iMlpt sod keadneet tot ieCat of <: 36 inches. s.OQ ceu width ti'I) AtrB the kiterals the high~est n-t--~ in the distribution L_....T __..._1 ? Enter Y ar N If N atxsve. enter Hie elsvebo_, n tft?„~, of the highest point.. L,,,,,_,,,_J 10.00 ftz/orif+ae goes the foroenrdU~ drain back? r Y Enter Y or N 79.83 Forcemain Drainback (gal? 108.83 5x Void Vdums (gal} 185.76 Mtrdrnurn Dose Vdume (gel} 24.72 System Demand {9prn} ~. in. dia. o choice 'l.25 x 1.50 x x 2.Q0 3.00 t3s11onaJ(ncli Cdculator (optional) Total Tank Capaclhf (gal} Total Working Liquid Depth (in) gelJin (ewer result in cell B49) pose Tank Intarmatian tsAlwnt F'elteter iaformat+on 773.76 Dose Tank Capacatit (gal) Po lok _ Fbter Manufacturer,. 16.12 Dose Tank Vokme {gelfin) P1-625 F4Ger Model Number 1Nieser Cancxete Manufacturer Projcat: Wyatt Anderson 4 I~edroom Mountl Page 2 of 8 6~c~o ~Y r~ ~ ~~ ~~ .~~ ~~~ Mound Plan View 1- 1_ ..................................... ' ~ _ 1~~ : ~Obsenretion Pipe Q ' K _ A,.. •5• ~"(,~"-~ f• :1 . ~ 13~ ~: ..... .................................. .......................................... ......................................... ......................................... ........................................ ...................................... I ~ L Mound Component Dimensions -, -+ _f -1 H 1.00 ft K 9.08 ft z 9.79 ft L 138.15 ft J 6.04 ft W 20.82 ft 1774.39 (ftz) Basal Area Available 12.00 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.88 (ft) ----~ ..rrr r ,.. ~ H ~ rir~rriri 2 rrrrrii G r//rrr rfrl F Dispersal~Cell 99.58 (ft) Lateral 99.08 (ft) -- - Invert Dispersal Cell ~~ :::: ~ ~ ~ ~ ~ : ~ : ::.. ~ Elevation E D 6.0 % Site Slope Shading Key [1 _ Topsoil Cap Q rrrrr. Subsoil Cap ASTM C33 Sand Tilled Layer © }'s::• Aggregate ~ ~~ c ~ 1.5 ft a w ~ 0.5 ft c a c Dispersal Cell ~~p~°^ Ipical Lateral '° A A 5.00 ft E 16.60 in B 120.00 ft F 9.50 in D 13.00 in G 0.50 ft 600.00 (ftz} Dispersal Cell Area 5.00 {gpd/ft) Linear Loading Rate 98.00 (ft) Contour Elevation /~ Geotextile Fabric Cover `/ See lateral details on y- Page 4 for number, size, I and spacing of laterals. F Laterals are equally spaced from the distribution cell's centerline in the ~ distribution cell (Ax8), Project: Wyatt Anderson 4 Bedroom Mound Page 3 of 8 1, Jun. 01 06 08:02p FOGERTY PLUMBING 17156355296 flr~vl5ed fi-1-0~ F~~ndxearratlon WaleeoraosNo ~nirde atinllAd"~- t.aurakaaMhl~lleY . s 14'~""'_' P ~- i~7nro-uPwtbnNwt+Nlar ~x--i~-sR r2~ Lraeuit#toroe~sei~ofPVC9ohd! dNn4~~P~o9 OKCO~+M~TabI~t4.30A BobsddMdontlNbeetomof tlrIQN~L CQrtter Connection i.atonl Layout Da~ram Number of Laterals ~ ~ ~'~ ~~~' Lateral Diameter 1.&0 ~ O[~oe B {~ Laf3eral Length {P) ~ 69.31 ~ Orifices !~ L~eral Lateral Spactcg (S) 2.50 Orifit~ Density i.ateral Fbw Rabe 8.18 gpm l1Aa~old Let~tlt SysEem Flow Rate 24.72 gpm IulsnNold Dlame6er Total Dynamic Head 48.97 ft porcemain Vebc3ly tyosa Tank information EteenieMl as per NEC 3no and ---- ---- Cpnk» 18.28 WAC Oi~connsa Tonic canponent ie properb vend w~eser Catnrete ~ 773.78 gallons Vdume 18.12 gaUlnch pit~nsion . Ind-~ Gallons A 23.29 407.88 8 2.W 32.24 C 11.77 1$8.76 D 9.00 145.fl8 To181 48.00 773.78 "t" A ~g C D Alarm Manuafacturer 5. J. Elecxra Alarm Model Number 101-0111 ptmnp Manufac#ul+ar Goulds Pamp Madel Number if3885 WEO7H Pump Muat Oelitier 24.72 gpm at 48.97 it TDH project; Wyat! n 4 Bedroom Maund ~~~~ ~~.~l~~d LOdclnO wwr with rwunkig tabeb end [addnp deVloe End 9eai2d weEeRip~ ~ , ~4 in. lnin. E---- A11oma4e outlet loedlon Poraemoln tibimatar ~ 2 iti. YYep hole or a+~t!- sBhondevice ~poee ia+h elevatbn t81 85.00 Page 4 of 8 p.3 Mound Svs~m Maintenance and Oaeration Specifications Service Provider's Name ~ Tri-County Sanitation _ Phone 715 386-0114 POWTS Regulator's Name r St. Croix Co. Zoning Phone 715 386-4680 Svstem Flow and Load Parameters Design Flow -Peak 600 gpd Maximum Influent Particle Size 118 in Estimated Flow -Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1250 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Freauency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins ct and/or service once eve 3 ears Should ins ct and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins ct for ondin and see a e once eve 3 ears Insulate sewer i e under drive r Comm 82.30 11 Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound stnacture 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 Sprinkler Valve Box Plug or Ball Valve Distribution Lateral r 1I Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Wyatt Anderson 4 Bedroom Mound Page 5 of 8 ~, Mound System Managemen# Plan Pursuant to Comm 83.54, Wis. Adm. Code Ss49fitla! This system shall be operated in accordance wkh Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01!81)] and local or state rules pertaining to system mainterrenoe 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 tie in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Sepik or pump tank manhole risers, access risers and covers shoukf 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. F_xposed access openings greater than 8-ind~es in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Saofic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stets. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The fker cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fker when removed from its enclosure. If the fUter is equipped with an alarm, the filter shall be serviced 'rf 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 voume of skrdge and scum in the tank exceeds 1 /3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance 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. 1'he 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. j?wnn Tank The pump (dosing) tank shall be inspected at least one every 3 years. Ali switches, alarms, and pumps shall be tested to verify proper operation. if an effluent flRer is installed within the tank it shall be inspected and serviced as necessary. [y~lnd and Pressure Distribution Svstem 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 recrommended since soil compaction may hinder aeration of the infiltretive surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dilate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mglL BODa, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODE, 30 mg/L TSS, 10 mg/L FOG, and 10" cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the pernU 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 ff 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. CorrtinaenCV 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. H 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 faik to acxept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area 'rf toe leakage occurs or by removing biologically cogged absorption and dispersal media, and related piping, and replaang said components as deemed necessary to bring the system into proper opereting condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Wyatt Anderson 4 Bedroom Mound Page 6 of 8 Page 7 of 8 ~: Goulds Submersible Effluent Pump ~ ~ ;~`~; 3885 AlI~ICATaNs Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems SPECIFICATIIDNS Pump • Sollds handling capabilities: ~~" maximum. • Discharge size: 2" NPT. • Capacities: up to 126 GPM. • Total heads: up to 123 feet TDH. • Mechanical seal; silicon carbide-rotary seat/silicon carbide-stationary seat, 300 series stainless steel metal parts, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners; 300 series stainless steel. • Capab{e of running dry without damage [o components. Motor Sirgie phase; • '/a HP, 115 V, 200 V, 230 V, 60 Hz, 1750 RPM;'h HP, 115 V, 60 Hz, 3500 RPM; '/~ HP -1'k HP, 230 V, 60 Hz, 3500 RPM. • Built-in overload with automatic reset. • Class B insulation. Three phase: • '/: HP -1'/z HP 200/230/ 460 V, 60 Hz, 3500 RPM. • Class B insulation. • Overload protection must be provided in starter unit. • Shaft: threaded, 400 series stainless steel. • Bearings: ball bearings upper and lower. • Power cord: 20 foot standard length (optional lengths available). Single phase: •'h and'/a HP -16/3 SJTO with 115 V or 230 V three prong plug. •'/~-1'h HP -14/3 STO with bare leads. Three phase: • '/:-1'/z HP -14/4 STO with bare leads. On CSA listed models - 20 foot length SJTW and STW are standard, FEATURES ^ Impeller: Cast iron, semi- open, non-clog with pump-out vanes for mechanical seal protection. Balanced for METERS FEET r 90 25 a0 ~ WE15H 70 zo AGENCY LISTINGS ~$ A Car7adian Sta7dards AssociaUOrE VG FilePLR38549 V UrEderwrners Laboratories L file M83315 ® ETL Listed Submersible Pump G1086131481Ufile M23649 c1ASS I AND R mv. z Awn C1A11111 DIV. t ANO Z FTI. TESTING UBORAtORIE1.IN[ CORTI.AND NEW VORM 170.5 SERIES: 3885 SIZE:'/.' SOLIDS RPM: VARIOUS ° so s s.- WE07H ~ 50 15 'o ao wEUSH J c 10 3o weo3M 20 weo3l 5- 10 OL 0 0 10 20 ~ ~0 40 50 60 70 80 90 100 110 120 130(3PM L I _.__ 1 _.____-____._..__.__-__.__I ' 0 1p ~ 20 30 m !h CAPACITY smooth operation, Silicon bronze impeller available as an option. ^ Casing: Cast iron volute type for maximum efficiency. 2" NPT discharge adaptable for slide rail systems. ^ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastomers. ^ Shaft: Corrosion-resistant stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. ^ Motor: Fully submerged in high-grade turbine oil for lubrication and efficient heat transfer. ^ Designed for CoMinU~1S Operation: Pump ratings are within the motor manufacturer's recommended working limits, --~SGPM 5 FT can be operated continuously without damage. ^ Bearirgs: Upper and lower heavy duty ball bearing conswction. ^ Power table: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier incase of outer jacket damage and to prevent oil wicking. ^ 0-ring: Assures positive sealing against contaminants and oil leakage. ® 1995 Goulds Pumps, Inc. EHedive May, 1998 11 63885 b ~ ~ ~ ~ - p w N ~., ~ N ~ ~ `Q, ~0 Npp II II ~~, '~' o0 ~o~ II II +- Q .. ~' b ~ x ;~ ~ ~ A i ~ `ti ~" ~~ S ~ ~o '~ '~ '~ ~ ~• ~ ,~ ~ o~ ~ ~ ~ N :~ ~ ~ ~~ ~ ~ ~ ~„ ~, ~' ~ x w N ~ ~ ~' ~ ~ ~ ~, ~ ~ ~ $ II x II `''' a '" w ti g °' g x O x N s A O rte" ~~ O ~ x :~ a o ~~~~~~ ~ ~~!'~ ~°' x ~7d~ o ~~ ~ ~~ x o N ~ o ~~ s ~ ;~ o V r e ~ ~ 6 ~i M .~ ~ 8 ~ ~i r ~ ~~ ~~ ZO/~~ ~.~-- u- ,.,~.: ~u~: o~, vws. rwn+. a+wc County Attach complete site plan o t~s an 81 x ' C:~~; ~- e. must . include. bu! rw~{~verticat and ~ tal reference pumt (BMA and Pare !D. percent slope. scale or dune` n"~!~!~ . andl~a4on.and d"~stance nearest r+~ad. Please print i/ information. ~ ~ ~ " ~ s Paso~ret infarmalion ya, wovide may ee usea , . . ,, _._ _ ~. . , .. ~ c rty Location Property Owner Y, _. ., . - _ a, , ~~ ~, ~ 114' 1I4 S TZ M R ~ E (a~ Properly s t~Aai~ng Address ~ Loi # 81ock # Subd. Name ~ CSiulil +~ ~6 -2~ d~' rtFv. cty .. stare ~, code Ptmrre Number ^ salt' ^ vrNage Q'r~ Nearest F2yad New ConsLrudiort Use: g Residential I Ahm~ber of bedrooms Code derived desi~ Bow rate ~ d GPt ^ Replacement ^ Fabric a' caruner+cial -Describe: _ Parent materi~ T~'i ~ ' -- Flood Plain elevation if appfirable _ ~/~A ft. General its /~r~lllll~ and recommendations: ©pti Ground surface elev. 7. Z it Oepth to ~ra>in9 factor --?.~- ~- Sod gp~ption Raa i / I ~9 # ^ Horimn DePlh oaninar-t Coax Redox oesaiption Texage Sbuchue C,orce ea,ndary Roots GPOVRr in. (Iu. Sz Cont. Cobr Gr_ Sz. Sh. 'Etf#4 'Effti2 3 z --"' L s ' G ~ 3 ss' '~ ~ s © .~ Z a 8~ # ©Pit Gr~rtd s elev_ ,,,~'~P ~ ft. DePt4 to ~r+9 facror.l..~- irt- Say pppii~ion Rabe R t r Horizon DeRth Da>iaant Color Redox E>esaiption Texhue SUucture C.ar ®owdaul- oo s ' 'Eff~1 'Elf~l2 in. MunseN arr_ Sz. Carl Color Gr. Sz. Sh. ~ -! 3 '"- L z ~o Z /-2d 3 -- L s . 7 _ T s~ -- . 3 /a' - ~ _. _.- . ~ ~ ~ 6 L ... _- . . EtGuent #t = BOD, > so < z~r mp+t anu r ~ eau ~ eau ~r~ ~--- - - --s _ - - - ST (Please Print] ~ _ ~W Fogerty Plumbing & Perk .,/, ~,.~cA./ P~ ~of property Owner 6A~u?y ~`~`/V G, Parcel ID # ~-.- Boring # ^ Boring Grourxi s eter. _ t v • ~_ ti. t ~ --~ ~- sod - lion Rai (~+ Pit ~ gay Roofs G Texture Std 'EfEli1 'Etfi12, Horizon DBP~ [30 r'~ ~ Gr. Sz. Sh. . in. M~ ~. ~ _3 •s . 7 -- L Z - o G / c1 ~, _L l..Sy2 S S. ~ a ° ~ ~ ---- ~- _ ~ .. f # QI Pit ~~ ~~ ele,,. _~.~- ft. ~ a;pDr~ Textue S ~ •ETffF1 'Etfff2 ~~ ~~ Dorrnnant Redox DesaiWion Gr. Sz. Sh. in. Munsell ~• ~• Copt' Color .•. ~ N Y ^ Barin4 Depth b ~a ------- "~. Sa7 lion Ra Boring # Ground surface elev. ______- ~- GPDJI~ Pit ~ Sota~daty Rpo~ Redwc Tex~e •Eff#1 'ElHF2 Dortdnant (~. Sz. Sh. Horizon DeP'fl' t]u• Sz. Coat- £~ in. ~ -Effluent #2 =~ BOD, < 30 rtglL and 7SS <_ 30 mglL • Effluent #1 = BODS> ~ <22o nxyL ~ TS5 >30 < 15d rtxfA. • tment of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or The Depar lease contact the department at 608~Jbfi-3131 or'1~'Y 608-264-8777. need material in an alternate format, p _ sno-ss~ota.~o~+t i ~ti N A b T,i n, ~ x x ~ N -', ~I C~ ~ ~ V ~ '~ ~ ~ ~ oQ ~ w ~ ~ ~ ~ ~ k r W v 0 / O °~ 0 /~/ ~ ~~ x ~ D ~~ it ~~ I~ ~ ~ I ~' ~ ~ ~ ~ -1~ j V ~ ~~ 3 l v l 1 1~ h~ ' O N pp V Ca ~ O N ~ Cp `-' N "~ N ~ ~ ~ n ~ ~ ~ W U~ r WOE 3 ~ ~y r or9u,ci..wc.R.xmrn.~..a,r.scfi «a+rKSSm+ e ~ ` o ° AL '~ Se e Page 36 s _ y _ c:+marm - ~ Charles Dart --.- AnletsUn' blgr lt Ctrald a ~ IM #$ - s Anhu M.ugrmri 976 •• ~ g - arsue 63 RkK ,~. Htellcema fhbb NiclmLv Tllmtr a on ~ Peterson James& amn Widlker ~ ''.... Win' -Doha I Bre •tit li ".$ • Maly p~ .~_.,. -_ '.-... -/' - won Sa1rM Marvin Gt>ssci a 1 & anis I o , +zm ~ 95.5 7637 anavx-,m I r10 Timoth Jenxn~.8t Udl • ih J 9D BB tit, 52. .~ ~ OD Ni Ca _ AU lun Mwtton stmt ~ 77.04 Rod : Dollakt & ~ n Ke +r & Anita. . & Anita z .....~. - A&' k+vanr = z+zs Dtlibie 100 nmz CkD 2t .. 40. : ~ Ti erm Dennis & . . uste++ a. Listen 12 '° ss I 94 T 3o.s "`""'"'~' Hintz I c ,~ Birl:ei iSt _ 174: m an . Chrtshne ~~ ~, I R Richard & Juan ` ~ ` 2 ({,. Donald SL JUdIN . ~ 21 B l Rlas k xadram maa+rim 3s ~ rl { ~ 10 S ~ • ~ 1-lillstea~ 13 3 sak+a 45 s Larry di ratricfa Alice i{alderscm Y li P`'r G62fi etal Her$ink °0 7 n w x? '; 76.52 ~ i Rodel ~ 8z 4p Ruben ~ Ridurd ` . ~ ~ is y~ MP ~ 94 ' ~ ~d Ronald 20 n~ 150 RiCltard C arfh 20 7or~assm Michael & Joy Osthe &n Miclim `• lss David do Trudy aaam wan l n'a~ h ~ ~ 3 ° . h to Cad lr Euh z R ~s Imrr+anz- Reinsdl ~ • - ,.-aa ~ Art ur 1 . + si.ay; PP s , T M loan x. a, 6 i , Heeb & Lro ink & orrt i, 3 sar,t Glend Janrt ax ee mzs t+ .75 r, '~ laxd.~..~~ ns µt ~ ~ ~ ; . an z -- 6es ~ l H °tt ~ T ~ +q - $ 3G n 70.76 Wertz Lund 39 . M~hari do Uixa RO~rt Jor+ts • r rrv SM i drL a vandien • ~ Laurence & N 59 cY CreS ~ + rkM 'wan i. + e"w s- ayn• ,vy°'~° arvey ~ • '~ : ~ Pe+rrvn 1iilirrJ~ _ -~ T `~ - 40 ~ eal a6 ~ 3q Larson & Mary r , srA,w2a r.„a. " >, a4,7s • ti & Marvell .120.5 ~- i S i ~ 34t(a Mo11Y" OL Chris & Arlene 2 Donald --.._._~ +kn z •tt~. er er son 92.5::. 1 Moni Wansen = &Judith I$9.$ Walte Randy & Sandra ~ Ar it4r a ~ ~.~ • ROB !J 75 ~ & Domne (:c.: Cwn '• Roquette Lora flnn xx r.+ E,ao„~ : , Jacobson Estates 289.6 ; ._ ° °~ c .m ' --7$$7. ~.^x Kroeping ~~ lta''rS E`tMr C PMh'"' r v rra s ~ • Wil Donald & . 1333 0a"a &s,,~ .?- N M„-ati'r t $ 154.81 t20 . ~ 120.. Schwab Cdr ~ __ .. Sencr ~ ~ 94 _....... ma • • _13agesetll , Mar amt 8 7 i ~>~ cdaros nines & Elinor] ) Arnold f Nel o i2 ~ uaRt.. Fam .,.•. .. ro az. _ w ., son & v N Trost nH "~,,a't' ~ 6t.27 ~ 117 Roland ~ _.Lelah i 14 Randy 50; RQA Lee ++ s m La ~ • ~ 1 : ZO ~~ s ~ Johnson t979 .. trerSDn' 60 _._ ~ 14439 2q : _35 . 'K ii TO Ke ° { 47 f0 K~oeo nerF Lund Rol ~ • - ~~ D t 80 Timoth 98.45 lihner _ nxm fg ~ i ._Jon... '4 - -...... .- i k - - ~ ~ ~•.76 WiIB a rJ Kordd Mathison y victor Br •; &sylvia s<a server tr,-,~, -- ~: r n o >n 102.62 M • & Jean ° •w-__.. _- sand., 76 R Elizabeth - ° - _.8(I. _.. ... + ` ~,~ n~o makr +v~s + ~ ~., ~ teal ~ 2R o o ~ Peave y F&R ~ v C Lee: ston Ion De Farm lnc Gtona Chapin '_ Randy ` R ~~ Glen Henna erry 90 ,_F x __. _ Cvdt4 t i e'oe . John ~~ 142 ~ ~~ ~ ~ al i > x ~ Herisle lohnsun Y 40 ~ . ~f m f.r•a.a i ...-. .... ,s 152 07 -Phillips`-' ~r xc No ie~~ a ay Jadr er - .. Donald Roy tr _... eB ~ Denn;s Dnrtsvndh t~lnaas +o . ~ lohn bA rme 7'1 Patrica Rwida ~ Carson 100 El r+lr ~.~. - 77. •"-4~mw. 87 _- - ' • t 23993 .. v w , d 140.5 + , ~ ~Rnero ( ~ 3205 Hatt 4a Srn~ $0 116 Ear18i 1Mary ~ ~. ~ • ._L.dVlnt .. .. _ eta141 I3r ~ ~ l J0 ~ 2 Giezendanner adorns • 69 & Alice ~~'Yne° C„ a a i O m & Ka ien Eldon s Bnrcr & J 77 T6 7a 4 ~ llertelsorl w+f.i~~ ++Mra~ .73 BB N rs ~ ~ Larson IW3 am drCynthia cS Eridum ~Rr To `Marvin v ,.: • st+ +25 ~ o ~ ~~eTia __ _ __ Ra+n1X7~g Y .. ,. d Faut & B Ann ecraa,: # calk S IA6 24.] r Y3arlend &mt& L ' W . & =, r"!rr ~ o °~ ~ Berkseth 2otl Fldon w cene 'I irz~>.:1 i : later xs , it Mars ~ • • ~ ~ Marinrr ) 'm ~~ n°tsnn ~ . Kann 78 Richard Swanson CL ~ C ~ Ramberg RO ~ &LrMa " a m er Y ®p Trust u DdVrd ~ DonalAk Pamela wilham )r i Y~ Gedatus 645 ~ ~ ~ i _ -- LG trot Ba •r yE 60 ] .59 , SarMm Hansen' Andt~ Pecilu ~ gine • manna gl Ama ~ Teng Lee r l ~` :•ra ~ Robert ` amen & Israyne ' t x - 40 77S eau~r.;ar 1 : ~ eta ~ V w 131 , i ~ & ~ s Johiscxi Clazk tho 140 zo verlyn 6( Patricia . Litdwin sr A ~ 87.5 i.a Z`IO- -- ~1°y khn er rtiai+: 96.75 Falde ~•Aaar A~n,wa ,~ I & BevedY Carey 94 5 rotadiyn Dai.,am Donald Ion J son & am s `' ~ • n m 1t0 74 ffi o . ~ atl Larson ~ ~ F~ Manha Susan m Linda wa sr James & w Charles ' Donald s AmnIJ - Y s Baum ~.~ m c RU ~ z Sturtevant Am ~ tY^a • za (~ 40 Walter J¢ Sand a 7homas& net ©~~ an yn Bent Larson ~ nvwaK.rts orvitlt ~ r3z e ~ s~'n a0 • 9 : r Fenstra RR to ~ Jacobson 3 on ~ 60 Gerald Larson lien Robert a ! Velyn &' Mdtcm • Tray ~ r c t)anki 75 ar ii o 2 120 ax.4v ~ 'rust 40 7 & Kay Berk yh H ~~d nr- Patricia. & Nanny :aal ~ Teudy • tiel ason K~~ Ihwvitt Cklmar & can .Scott & l +n . u i'°' m x° a 5 onwa r a 1 212.64 o e Donald sY.43 Barbara 60 a -.°.. 4B Zielrart Kristifle N ~ 0 Lyle&Sonja es c•n~ m ;,•hhah ~g _ ...~... ~ 80 - ~ 2 m Larson 720 ~'e11;• 'Brian '• & Pe _ 120 .'. Kie_ _I~er S-'' BO Gunderson mdr~a ewaa 246 .e Lu lle - Qu _ '? Do glas W ggy : Lynum • i 2 Gedatus 190.$ m ~ w ~ t e a Man x+a.x.a M John & Linda - _. Chard & - 306.2$ ,.1 e r ^ • Orville Mklw.q a, Orin Weber Marlene Wollman n,.. ~ ~^ ~ Mdrtha . _ .___. ____ _ ~ 1 27 71. - . ....... Peterajc She a+ ~ • m ~ ~ L &Daz1~R Schiegrt. m t 115 Score °0 b0 6o s i2 Bauer 2 ~ 1 ~ sts,aiis , -.._ ~ .. ..__ykm t01 lY R> ~ 25 Laura PE 29 Fded es Im,rs& tarry ' ~ : _ ~ 2 ,2 , ' 49.ti le U,,,a,. • roil H&K • aym& Paul Adol h ~^ lns. P Dtnnts so A~ e M & tan & Ruth ; 10 l t0 8 marxaaa . .iu i~ I°hn ~ _ ~ : A.d. lq :n By6 `m i o & shine b" `w' )° ~ ~ y lu j & R ~ umn Daum 2v K ru ssen w S0 zx hrlm J t lk u I15 III 40 ~ R a P x - ....- 40 n au ; Roche i 40 of ~ ~ John & lOAna asr a `~~ ax {60 L ~~ z frlrcadv a `~ r ; Rt:l d v o lavellc 70 _. 170 John n ~~ & mice B w Wild ood .. 985... l i; ;.Andel~n ifs av1 xn ih R $;;vaaa~ H l 7a.5 Davis 1'gel' 120 Ha ow Vie inc & A 1 vaana~s~ 1$0.25 aze m ~ - V &nm k Judith ~~ nanKS acs 63 James ° < 71.04 B lee ~ D 1 ~ ~ 6z;s • + am Tt Ec u ~ Kent dr A+m M M rie ar ~ ~' J°n Arurrrr - wa' - % ~ . >~ Famil~t Trust 1 line erson • Brtada K isms Irvin ~d* 710.5fi '~ ~ =- Bo 3 ° Richard Tyrone oger & Ptosse 80 ~ emtrn 4q 2 100 y a Am c7Kccfc vanasse °o F la «z 5 a ierae =3 Marsh ~ 3 v: dltin Ter ~v^"`v tY 68 k wdey Harry Audrty Harlan ~n - - ar - B 210D 2 200 40 90 lansin g 40 5<„ t au e Falde ~ x `L'A ~ ~ 1 .ph '+o ~ •""K, ;, +> ° i i 20 ~ An[le p may 2 300 Pierce County ,~ O m • ~ st n'm'°h"" , "° `3 +739.2 25 00 + 26DD t 27D t ,,,~ McMillan ~ ~-J Electric _J111 Company PRECISION ELECTRIC MOTORS 400 Best Road Woodvilfe,Wisconsin 54028 (715) 698-2488 Fax (715) 698-2297 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer _~1~~1frJA~~,d Mailing Address ,lr/ ~ ~„~,t Property Address ,~ 7C .S'l ` ~ ~ ~~ -- --- (Verification required from Planning & Zoning Department for new construction.) City/State Parcel Identification Numbe LEGAL DESCRIPTION ~ ~~._.Q_ l Property Location .~ '/4 , ~'/4 ,Sec. 3~, T .ty N R /,~ W, o ~~rr''~~ Subdivision ? ~~ ,Lot # ~~ Certified Survey Map # C~ Z~~~ ,Volume ~-f~-- ,Page # .r~` Warranty Deed # S`y.S"'~"S'n ,Volume // f 6 ,Page # 2/1 Spec house yes Lot lines identifiable ~ no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms ;~_ SIGNATURE OF APPLICANT(S) Ob / I b / Zoo ip DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) 1 \rs I{'~1Z!'I ~{,I\{ 1,\\I` i!~il~I i 14N; r ~C)~J~ N \RK \'~ 4 1 i)fF U RcCi~~TEri~ L,rrs(t SL CR~IX!fC-YTJ1:, W! II RY ~ Ind f`~ I ~ }l,. {),.~,j ._ Larry M1. rlnder5un, ~+n un;Jividers 5 interest;t3~art~ara A+ider5un, •ur ~~rp~ ~ ~ ~G~~ V u'tdi~~il~7e~i ±~ interest a!x1 I:~ne+• And.~rsun, an undivld~•d i~ is:.er'e~t 1.-;11,1:•,. 8~ 11:15 A.(l~ t3arr•, 1. A:,IJersun :~r,:J ~titary L. Antler sun, `~.,~'L._.-ct ,~;~ hu~.;bt;nd ";<~ .:ffe ~~ s~~rvivurshi~ n+,rrit.al ~ tr_,,a•~~, +,, ,~ , . c=. ,,,.,.;..1..,,. . -_ ,. .:.,,,.,., St. CruiY Kichar{lsun Law Office ~ ; .-t~. _ P.O. E3ox 399 St~ri ~y Valley, W1 54,67 The -~~rutft~.lz~' Qua;-.er of the Suuthe~»t Cluarter (54'J of SE ~; <rrd tf.-~ Soothe :~t Qu~u-[er of the Sv:.theast :?~.a'ter {SE' of SEi; a:td the Ea Half of Che past Ha'f of it•e Southeast (~rr<rrter 008-1.002-90; t~f the S13utr,,+est Quarter (r=z of Ei of SE ; of S~ti ) 008-2002-9~ ; OCIR-~L i<-10 all in ~~ ti;.:.~~ Thrt~~-six ~ 36 Tuwn~hil~ Twenty- ~ I'+,,.~~ +,!<<,~r, ;: • ~ ::~:r~ . eight 1281 `Lrih, Rar~y~- Sixtuen (1b1 West, bein<~ appruxir,latc'.'. 90 acres rr,ure ur less. TRA ~S~ER S /o~ . r.- . s nut ,, ,,, ;,,. ; .~~ I ... _. _ r~.r , r.un:nt :n;; Ir~f.~i~{~~tl~,,. thc;~ ~~t~. hr~~~nurtk. ~rl,j ~r'antUY ~.~a: rani. ~.... _ ... 1.!.,r.l-.~^i. in !. _ ,nnt~lc .m.l floc ~nJ ~Irar of .•n~ {nn'~r mrr. ~ ~.rCli oil easements, restrlctiuns and rights of way of record. ~- ua;l,I rh,. _ ~, ~ _~ ,I~1, 1,; May ~~, 96 \,_- ~ ^ Larr~M. ,~nderson Barbara Anderson ~~,~„r.,,;,._ ~ F `K - R .tit -\ I , . ;t ~ I y,~'.a-"- G....3a-~~4..rr~, Renee Anderson \( THF:\TIC.\110` ~icn.uucl• IIIlr_ AII\iHFF?~i;{t k\R~I \\IS(~U\ti!~ III n~a auth~ ,,-~ ''r ,;n ~At, eta;, . 1CKti0\VLF:Ui,'!?F:\T ST~~\T~F <)t ~"Is('OtiSl\ ., i^ Q~C C~c+--c~ ('~~wit~ g Prr.unall~ came hihrre ;ne thi• /!~ .lay IBC t!1•"""' thr nhl~~r nacx'J Larry M. Anderson •'', ' t i .; ~ -; ~ ' to mr kn.-,~~n to hr thr ~rr.~~n y~,? ;=-~-fir!-tt}Rr rte~utcc thr f;xrgumc imtnlmcnt am,t a~lnoit;l~(1,tC4 ~amyv ~~:~ 118G~~:- ~~Q ACRNOWL£DGMENT STATE OF L'~?~i,~_~ _ } } ss. ~~ ~ 2-t-t.r County } n ~~ Personally came before me this ~ _ day of May, 1996 the above named Barbara Anderson to me known to be the person who executed the foregoing instrument and acknowledge the same. y~ MALVA 1. BERG ~J / ~~C L~ `_. ~ ~~ 1 ,` NC'~AA~ ~1J3'JC-S?ATE Oi WI.`~NSIiJ `~ Notary Public My commission expires: ~' ~ ~~' ~ ~~'~ ACRNOWLEDGMENT STATE OF ~~~'.i'~-'~/~~''1 } } ss. '~~'~%C County } Personally came before me this day of May, 1996 the above named Renee Anderson to me known to be the person who executed the foregoing instrument and acknowledge the sane. ~~ _ ~rrly k~ ~~~'~'~. Notary Public My commission expires: ~ /:1~// j /t~(s' E oltio7c16•lrw2.yebs, 4. a i'4! MxSeAN / 0 `° L (N see Page 3t CJiedes Da+e Ccratd lE ~ .3a Iai aB .. S ~~~ ~~~ l~rl~~~ Mlfohaf Star Amt ! 476 _ ~& •• q tun 63 ..y mss., James aron ._ _ •St tt R awry rkys a{ H~elkeiiia Ztlfma ~ IYd~ .~-. • t1 S.ium fi+scd Iklanis ~ ~ C +: ~ 95S 7t.r, 140 ~ r•mOg oe~aa knsaar J . ur : ~; + s~ta~ut•• 4o tame ~ ~„ BB :~.ot Rod : nA~naW a. ~~ wtan Ke ~ _ . Z , = ys„a Ake + Stave 100 Qdrmnr i RE'be'G[i ~Ct1111S rSL Alm & Anita &JnA~a ~tin+es m. . < ' k xs+ Dclbr ~ CkD 2t .. Nt ~ ~- t luster ~`. ~ rM°«Ms 94 t - Bir1~eR i;7 ~ c u '174: • - _ re. ChCI$htlP. ... • ~ ° ' logs Hillstead s+... l~rerb P.urifua netts yalaerson efRal ~~H~ nk~ "~ Qa~rwld & Ju 21 R 1 E ac S ~ 13,.3 ?5 `n _ ~'F`* ar,,m ~ .~ ; o ~ rv ti . 7as2 ~ ~ Rttdel i50 ~ au tt.~,t ~ wdud Atichact 6t Jcy a at~mr 94 Rcmdd P! rO1$T~' • i5g ()avid drTndy t n.as. .. ~o e ~. ~ 20 Ridtard ~ Cxth Ram i QStlie 95z • °an r.,.,.., R°.'irrsc6 a< ~ 11 ~ ~ , ARh•rT pp e q N°. e . x, 1°i1 Heebink a osr "` swvr C:lend J~ aas ard~aet • .75 w r. ~ sxs ~ x ~ b ` a 9 - 80 rre+ra m :ibn ~~ i~md art>ebra ssa . T , t ~ ,ses H~ __ ~ .. ` - .: w~ 39 r°.u°~ t ~ via .. ~ ~ LauteM+e & N ncy ca~'4 .` ° .se~+~~a~., ~?*~ a -_ 'vr~ & Marvell La i tms ~'~+^+° . ~t•Y'Ir - by _ ew a6 . ~ rSOri & ~4' +~ ass &~ atolly ax's&Arkne tsomW • 2 ~~" n ~ } ti Rand 6r Sandra c Sr.~ 42.5..: ]A 'A a~'n ~ ~ ~ I59S 4Yabrr , C.A.~ ~, r. _ Roquette , z $ [.«a/1nn mmr.+ ~A.Ri t~„• `~' `~ FsLrtes ?84.6 '~ c xm -15R:7...`. r K~~nS fteC 6:ei. a `~ s - • Dmald de p,,.;d (33,5 s ~~,r _ ..... sdnvab ~ ~ vVil[Itt~ Margane a u.e James & FJinor; Arnold 154.81 tin 1211 Scrier ~ -- eerro. o .v Pam 60 ra+r~• 9.a . HagC~~• +:.. Zi ~ Nelson -Lelah N Trust ~,`'~°~, Gt.P ~ 117 > t 211 r .. ~ t h Randy sp` Is Ra.nl.~ 5 ~ ~ ~ 38 ~ t9.i~a kr~ versotr wy IAA29 m ~ ~`''" ~ xdard xR ~. _ x..ve••ea '. A7 ~ JanetLutxi Ise ~ retae•t rm•an 9&.45 ~, s ~ ~ ~o _ _ . _ 40 x•76 w' - `tw.~". n H I~-.~. , & sr~ Victor & ;~ M 102.62 a+my c • ~~ s,•a.;R ~e a Elizabeth ..~ ..- __&L-., i ym nsg °~ lecn 38 O • F&R _~-- _.. Jem Dc earn Inc G7uria R+nJg at ~'" Ali ~ c ~ Y scone l7 C Lee 972s a°apin `c` elm ~ Hernta say " ~ rir.,. 'm :. _ "~ „ John ~ 142 ~ !vn Rebea a4 k~cka pm,~ a~~ ~ - Hertstey Jal,n~n ~ ~ u..~t~rt.onl. a~ :, 16207 Phi~_~; a I.hn biD rn,r Paveu 1.~+saat Awd, ' 100 s`et` 77.51 -~ _ '.'.f• - ~ 14Q.5 ' 3 Ggmxn cC T" 320.i Heim ~ ~ 116 Fare d~hiary ea:n, • _... -l~vem-- .. N ! 3 Mal at p" n; '~` a Gim~anner ~ c~ ~ ~ G9 '~ & Alioe w+wea~ ~, a ~ y ~ ~l ~~ E7dwr Y ~ t£•ce>& 7t 76 ae 4 ~ ~ Bertelswt ` t N C/1 m G 2/N1.S & Cyntjaia ,~ ~ i.nr laws ` afarvin vas s• ,~ t (16.73 b0 a ~ lason ' r r~8e ,r Fi.' &BAr•s 2aa •' R.e•ta _~. W . ~ E '~elia Z~ ('won ~ ,A St~tC ~~ ,~ Gak ~, F~ rases •"Qarletd atarwn ~ ~ r~& 76 0. ierkseth _ lt~I°°' xs Win„ :a sK ~ Ridtand y3 &1 & t~~ a 811 David ' ITmildl~ Pam.ia - -` • ~ 'm v his ` Gldalus q~j R ~ ,~ (Fetal lsai.x tp 7 1 Tntst Ssadn Ped w~.•h ~ a+a;.n Tettg [.ee t In .. -- 2obert ~. ames 8e tmayne sc AO ;. And~o 75 C•dsrin i 103. Slur= AO ABwgAw seal ~$ ~~' 131 r ~ a Iduum fJarlc 140 ,~ ~°~ r~ Paeana a, ~9 ~. 2911.... & 4,hn& '+n; 96.E FaHe ~ • nAaa~s~ ~ Y ate„ Donald karJoI;~,, ~ {. • s •, ;am Carey gas taamx,m ffi tatson >~ S~anT6om~nn atau.+ R L'jtda W~ lt0 Jamesrk av , Raur< :NA9 . P abet & 7'huna & ci.,.ies Donald s xn,m se Ac ~< Sturt+evarLL . ~ sands ~vyr'-' 0.m~ ~ [arson ry~~°s Gerald t.atsat Rc to ~ 80 9 • Feseitra ~ m 80 Jacobson ~ ~ t;m i ValYmBc Macon • !trays - [..~, • ;z N G QmW 6 Q G J'21}. e + +S.N ~.±1 ~~ • PdlOOa. &~ •~ t~hwsl~1[r Dl'bnaC dr ~n vy .5[Ott dr s ¢ 5 t&' t 212b4 QOnald y~i3 -- '• ~ Z+ebart d Kristine ~ r•ra ~ ~ >~ )3.7r~[d 60 Steven • '-.~ .N.~ ICi~ er Lyle 8: Sonja n ~+/ .... B ~ Larson 120 i • Brian 1211 ~, vanes Gundersaa +aa - 2A6 ' .. LicHle ~ ~ ,; m^ - .j + & reSBq : Gedahts .a eD ~; Ct~ Lynum ~- 190.5 ~ ~ iroew.~sna, - Jnlan & Linda ' 'clla;d & ': W -'~ • w 30628 1 Orvilir Md i ~. Chin Waltman -- ~ ..^. -- -- i W~ Mark^e ~ ~ Martha _ - _.. _ -.. Peer swwm t~~ ~ • & Pirkne a m 175 Scrore °o !iD , ,_ n_ Bauer ,~ J c E 5n"m" A.nere .. ... •• - ...~tsaa IOl ~ ~ '. °S !aura pC S ] ~ 2 491. ux,sr • ° tY'Ya P,Ad Friad i+nxse exriu. W - 1v+.ytaor A.4aph ~ De.»nis s 29 rcr b seat ~ .,Q Akira. E J,~ & Rwh & Sltirbey to }~ 10 aa~,.ra.. m 52 m 115 . a m n eyAeta • a p fuel`'`"' ~ ~ iA a ,n 29 Raw~m sA 50 Ha•, In nom.... .iA ,a 4 Roclr nl s J t..xeAe AD Pmt ~ ~§ m e..ra, •.. 9 r ),in&J•Ann t xen.a ~ - streak a u Laveik 70 ~ ''•: 170 J~n ~ S W.~ - 4$5- -iwmei; t~ fe&t a.ea : $av°e^A 7&5 Gdvic eA.saw-RO° live! -~ ~ twa&1•dai. Davis 7211 tf C V" Inc v,a..us~ i50.S S ~_ m ~ f ~ a+nrs Ais J :71.04 e0 ~~ ` •am7i tec ix b3 ~ Ken. k Aim M Ma - - ~ e & ~'OAke ~l k Jon Aniv~ se 7-.. 80 EamilJ,iTn~t J A,r~t, •`z ^ ~ F I l~ 56 8l} £ - Ri~xd Txrm~e' de O.eke ~ ~ ~ Z 100 ¢ A i Ve[vin .fi raxea. °0 5 ~ ~ ala,slr Terry t3'$ 4l+akr tla'~' Audrey Iiart+a _ ~ ~ _ Ila AO a0 1~ A(1 SA~.an Fatde Y Y ~ m S <.. 2100 22013 nb ao ~p cYai o r sAae•,.i k 20 Ankle 81 2340 a0 3% • °`~ i tu..ey,e< Ia,"`° Pierce County 250U • ; ~ '~9' ? 200 27 ®~ „]--~ McMillan ® --J_1~ Purina Deaiet ~ Electric DEiSS & NUG~NT FEED _.JI~I Company COMPANY, Il1~. Bulk Feeds • Liquid Fertilizer & [hemicals PRECISION ELECTRIC MOTORS Spraying Service (715) 273-5066 or (800) 924-0233 400 Best Road - Woodville.VNisconsin 54028 Ease EllswrortheWiseoacin (715) 698-2488 • Fax (713) 698-2297 /~ LOCA TED IN ~ SE li ALL 8 BEARINGS ARE R. TO THE EAST t: SOUTHEAST DL O (ASSUMED BEf ~7• =w o~ z ~\ - _ ~ - -NORTH LINE SE 7/4 OF SE K~ 1 r 1~ 1J J VI\ v~ / I-/f"1~'s: z - RT OF THE NE ~ OF THE SE ~ OF AND IN PART OF THE SE ~ OF THE SECTION 36, TOWNSH/P 28 NORTH, RANGE 16 WEST, TOWN OF EAU GALLS, ST. CRO/X COUNTY. W/SCONS/N- _ "`~ R£NCED PREPARED FOR+ THEE 1/4 CORNER OF ~~^ 4J~ OF THE BARRY ANDERSON SEC. 36, T. 28 N, R. 16 w co GR (FOUND ALUMINUM ~~~ \ ~ COUNTY MONUMENT) o a UNPL A T TED _L ANDS I a -- I W `O - - - - - - - - - - - - - - cn ~n N8933 59 E 581.39 ``' ~z 548- 39 ap ' W z 133 33 I -~ N U W W LDT 1 - i I,' ~' 6.127 ACRES 266,884 SQ. FT, i ~ I v 5.580 AC. EXC. R/W 243,058 SQ. FT. I ( ~, THE SE 1/4 OF THE 3S. T- 28 N. R. 16 W UNPLATTE LANDS LEGEND o SET I' O.D. X WEIGHING 1.1~ B GOVERNMENT --°•--••------ SO' BUILDING 1' = 100' ~ -~~ ' IRON PIPE S PER LINEAR FOOT, 2NER AS NOTED TBACK LINE 200 ~"~gC 71~f '°~~\~ ~ JAAAES M. WEBER 8-1aGt 2003 DNEIL ROAD HUDSON, WI 54016 DATED 3 `z-~ ^~~ 805-06 THIS INSTRUMENT 1 of 2 ~a.W O N O 2 TED BY JAMES WEBER Vat 21 Paa3e 5278 F326'7~1g VOL 27 PAGE 5278 KATHLEEi~ H, ~- REGISTER OF DEEDS ST. CROIX CO. , MI REGEIVED FOR RECORD 06/05/2006 02:10PM CERTIFIED SURVEY KAP REC FEE: 13.00 CSQP~ FEE• `~'. ' I Q Z' _--__-~-~ ~i Q' ~, A~ n ~ .; ^ i ~ ~i 1~ y ¢ WI I ~~ , ~ ~I _ s I ~ - ~i o ~' - I --•-= so ~•-•-- ~; I - ~~ i i =; i I F--, ~~ I o ( ~~ i o50/L TEST i i o 1 I 33 33 3300-- 226.70 ' i S89 33'59 °W 259.7Oi I °~~ N q OIN O- y ~~ 7HE SE CORNER O~ - - ' SEC. 36, T- 28 N, R. 16 W (FOUND ALUMINUM COUNTY MONUMENT) SHEET 1 OF 2 C R TIF~ED SURVEY MAF' LOCATED /N P RT OF THE NE ~ OF THE SE ~ OF AND /N PART OF THE SE ~ OF 7HE SE + ALL l SECTION 36, TOWNSHIP 28 NORTH, RANGE T6 WEST, TOWN OF EAU GALLS, ST. CRO/X COUNTY, WISCONSIN. A parcel of laid located in the Northeast Quarter of the Southeast Quarter and in the Southeast Quarter of the Southeast Quarter of Section 36, Township 28 North, Range 16 West, Town of Eau Gallo, St. Croix County, Wisconsin, more folly describ as follows: Commencing the East Quarter corner of Section 36, T28N, R16W 'Thence S00° 6'01"E, along the East line of the Southeast Quarter of said Section 36, 1 57.76 feet the POIIVT OF BEGINNING: Thence S00° 'O1"E, continuing along the said East line, 721.98 feet; Thence S89°3 'S9"W 259.70 feet; Thence N00° 4'03"E 469.15 feet; Thence N88° 8'06"W 339.66 feet; Thence N02° '32"E 242.47 feet; Thence N89° 3'59"E 581.39 feet to a point on the East line of the Southeast Quarter of sai ~ Section 36 and the point of beginning. Contains 6.12 acres (266,884 sq. ft.) subject in 270th Street right-0f-way as shown. Also bject tp any and all additional easements, rights-of-ways or conveyances f n~ord. SURVEYO 'S CERTIFICATE I, James M. ber, registered Land surveyor, hereby certify: That in full compliance the provisions of Chapter 236.34 of the Wisconsin Statutes and the provisions of the Town of Eau Gallo and St. Croix County Subdivision Ordinances an under the direction of Barry Anderson, owner, I have surveyed and mapped a above described parcel of land and that this map is a correct representation f the boundary thereof. Dated this Passe Enginee 2003 ONeil Rt Hudson, WI 5 715.381.1150 NOTE: The p: laws, rules anq etc.). Before p' Zoning office APPROVED ON i~ day of ~~~-'~ , 2006. S-1804 --~ ;, Inc. ~~SGOIYS~N `6 APPROVED .U4N1E8 M. tM.r ai..a, ~' ~EB~ iY JUN 0 2 2006 ~'~Y' ~_ wt Q~, H not fsoofder within 30 days of approvat dab approval shad be null and void l drown on this map is subject to State, County and Township ;ulations (i.e. wetlands, minimum lot size, access to parcel, Lasing or developing any lot, contact the StCroix County the Town of Eau G/ aQllo for ad`/v-ice)~. e" ~2d0~ • ~ ~ ~S[u~.~{~atr~rl ,ZONING DEPARTMENT. BY _ Vol 29 Page 5278 805-06 THIS INSTRUMENT BY JAMES WEBER SHEET 2 OF 2 2 of 2