Loading...
HomeMy WebLinkAbout042-1090-20-055 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Divirion Is INSPECTION REPORT Sanitary Permit No: 463403 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Stout, Richard Warren, Town of 042 - 1090 -2 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: ) CV- 0 l M - 0 7. '( P- ` a es; 04 w 32.29.18.497A TANK FORMATION U ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic �LS � r 2 � Benchmark 's p , �C (�p O � Dosing t' l Alt. BM 7 Aeration Bldg. Sewer 6r2 19 11 o,jo t Holding St/Ht Inlet . qo 1 01-(00 ' TANK SETBACK INFORMATION St/Ht Outlet •(0 109.20' TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic , /VV ! ? Z 3 Dt Bottom Dosing D Header /Man. . r Aeration Dist. Pipe Holding Bot. S stem 1 26. e Final Gra � PUMP /SIPHON INFORMATION �+ Manufactu Demand St over 3• (;P) O Model Number TDH Lift Fri ctio s System Head T Ft Forcemain Lep4 Dia. Dist. o e SOIL ABSORPTION SYSTEM r = S r 3T• 6L-&v•, R NC Width Len th l No. f Trenches PIT DIMENSIO No. Of Pits Insi Dia. Liquid Depth DIM S 2 2 SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufa urer: INFORMATION CHAMBER OR Type Of System: UNIT Mod umber: ff 1 V � C7d / �J 't' .lL C_ DISTRIBUTION SLVEM Header/ ni Id Distribution x Hole Size x Hole Spacing Vent to Air Intake Pi (s) So r Lengt Dia Leng to Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed /Trench Center Bedlrrench Edges Topsoil Yes No Yes ► N CO 5 (Include ode discre es, persons present, etc.) Inspection Z� ZC� Inspection #2: / Location: 695 100th Street Roberts, WI 54023 (NW 1/1 /4Q�NW 1/4 32 T29N R1 8W) 40 acres Lot Parcel J Parcel No: 32.29.18.497A 1.) Alt BM Description = 2.) Bldg sewer length =32- - amount of cover Plan revision Required? i Yes X No Use other side for additional information. Date Insepctors Signature Cent. No. SBD -6710 (R.3/97) 1 l f_ Safety and Building D iv' ,ion County AN �S��S . 01 W • H'ashlagton Ave 'O. Box17162 � Madison, WI 53707 162 /j Department of Commerce (608) 266 (, SanttarY Permit Number (to be filled in by Co.) - Sa nitary Perm °3 I it Applieati State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal informal n you pro'vR1b ^ may be used for secondary purposes Privacy Law, s15. '1)(m) ECG Prt)ject Address (if different than mailing address) 1 I. Application Llformation - Please Print All Information OC , I Property Owner's Na me ST S• I C� rr ZONING OFF/ N i rcel # Lot k Property Owner's M ailing Address G Ye$' Property location City, State Zip ode eL� 'b, , lt/ ',4,Section .3 2 P Phone Number II. T � - � � (circle 1 ype of Building (check all that apply) s ` T — N; R 1, E o ❑ 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name CSM Number ❑ Public/Commercial - Describe Use _ _ � /� � !� State Owned - Describe Use ! i ❑City_❑Village0ownship e.r III. Type of Permit: (Check only one box on line A. Complete line B if applicable) New System ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ! l List Previous Permit Number and Date Issued 'Before Expiration � Permit Transfer to New Plumber Owner N• Type of POWTS System: (Check all that a 1 ) ^,Non - Pressurized In- Ground J Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑Pressurized In Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit '] Recirculating Sand Filter I ❑ Recirculating Synthetic Media Filter i� Leachin hamher Dip L' a Grave[ -less t 'Other (explain) V. Dispersal/Treatment Area Information: 2 Design Flow (gpd) Design Soil Application Rat i) Dispersal Area Required (sf) Dispersal Area Proposed (sf) Sys m Elevation VI. Tank Info Capacity in Total Number Man Prefab Site Steel Fiber Gallons Gallons + of Units Plastic New Existing I.f'�� e Q /� Const Glass Tanks Tanks Srptic or Holding Tank �+erobic Treatment Unit _ � Dosing Chamber 'Ere VII. Responsibility Statement- I, the undersigned, assume responsibility for injigation of the POWTS shown on the attached plans. Plumber's Na Me (Print) Plumber's Si gnature Pt PRS Number Business Phone Number Plu mber's dre ss (Street, City, State, Zip Cale) `— _ ���lJ' .5" � ice/ �a� �i•�.��oif/ 1 /J� 'S l/ /� VIII. County/De artment Use Only Approved I ❑ Disam Sanitary Permit Fee (a ludes Groundwater Date Issued I suing Agent Signature (No Stamps) Surcharge Fee) ❑ eason o mal IX. Conditions o A rov SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / mainf'lnad as per management plan provided by plumber, 2. All setback requirements must be maintained as per applicable code/ordinances, j Attach complete plans (to the County only) for the system on papa not less than 8112 x 11 inches in SBD -6398 (R. 01/03) 7x �u � � C :Gfak/'L� S'�61� � ! •� OS�Ctr'� S �L��� �4lJy 6��l,�rr.e�/ N Q ld .i /Y 2 z( v I a I U 2 s w I � o. A co n-- i M ah U U �• e n co 1 . 1301 ,A Wisconsin Department of Commerce SOiL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Pomm 85, Wis. Adm. todd Tom Schmitt County Attach complete site plan on paper riot less than 8'% x 11 inches i4 size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (PM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearastrow, Parcel I.D. Please print all infonnatfon. - ��- a ewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ' Property Owner Property Location Stout, Richard Govt. Lot na NW 1/4 NW 19 S 32 T 29 NR 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1353 Awatukee Trail na na 43.85 Acre Parcel City State Zip Code Phone Number J City j Village A Town Nearest Road Hudson WI 1 54016 Warren 100Th St. 01 New Construction Use: jo Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement f Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Areal is (high trench) 94.2'( low trench) 93.2'. Slope is 18°x. Boring # Boring Pit Ground Surface elev. 98.91 ft. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP /ffz *Eff#1 *Eff#2 1 0 -12 10yr3/2 none I 2mgr mfr as 3f .6 .8 2 12 -20 10yr4 /4 none sl 2msbk mfr gw 2f .6 1.0 3 20 -28 7.5yr4/4 none Is lcsbk mvfr gw 1f .7 1.6 4 28 -58 7.5yr4/6 none grcos Osg ml Cs .7 1.6 5 58 -98 10yr5/6 none ms Osg ml - -- .7 1.6 d + 9 20 6 b. s'L � �2 -s'L Boring # Boring Pit Ground Surface elev. 97.91 ft. Depth to limiting factor 102+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF *Eff#1 'Eff#2 1 0 -8 10yr312 none sl 2mgr mfr as 2c,2f .6 1.0 2 8 -19 10yr513 none sl 2fsbk mfr gw 2f .6 1.0 3 19 -32 10yr4/4 none $l 2msbk ml cs 1f .6 1.0 4 32 -38 7.5yr4/6 none Is Osg ml gw .7 1.6 5 38 -75 10yr5/4 none grcos Osg ml cw - .7 1.6 . 6 75 -102 10yr5/6 none ms Osg ml -- -- 7 1.6 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS <-0 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 924/04 715- 247 -2941 Property Owner Stout, Richard Parcel ID # Page 2 of 3 i a Boring # Boring 16 Pit Ground Surface elev. 93.11 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GE *Eff#1 *Eff#2 1 0 -9 1Oyr3/2 none sl 2mgr mvfr as 2f .6 1.0 2 9 -17 1Oyr4/4 none sl 2msbk mfr gw 1f .6 1.0 3 17 -24 7.5yr4/4 none grvsl 2fsbk mfr gw .6 1.0 4 24 -37 7.5yr4/4 none grls 1 csbk mvfr gw ---- .7 1.6 5 37 -49 1Oyr5/6 none ms Osg ml gw — .7 1.6 6 49-68 1Oyr5/4 none cos Osg ml cs -- .7 1.6 7 68 -100 1Oyr5/6 none ms osg ml — 7 1.6 F—I Boring # _j 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 *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 GP *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <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. Page 3 of 3 Conducted by: Conducted For: ti Schmitt Soil and Site Evaluations Name: Richard Stout Thomas J. Schmitt, CST 227429 Address: 1353 Awatukee Trail 1595 72nd St. City, State, Zip: Hudson, WI. 54016 New Richmond, WI. 54017 Phone: 715 -247 -2941 Subd.Name: 43.85 Acre Parcel Lot No.: NA Legal Description: NWl /4 NWl /4 S32 T29N RISW Township of Warren t h M E 100.00' Top of 2 "pvc pipe nate Bench Mar EI.98.45' Top of 2" pvc pipe e= 8 /o Contour Line El. NA V / Scale 1" = 40' y VQ 3 9 / �-� S ce f � � g i r r � 9 � V i q� SEPTIC '.TANK 6 PUMP CHAMBER CRwSS SECTION AND SPLCIF CATIONS 4" CI VENT PIPE 12" MTN. ABOVE GRADE WEATHER > 25' FROM DOOR, WINDOW OR iJUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANgO OCOV &R FINISHED GRADE — --- WARNING LABEL 4" CI RISER 4" MIN. 1$" I . 6" MAX. NLET I' WATER TIGHT SEALS GAS- "I ` 4 t ` , IGHT /APPROVED JOINTS WITH A SEAL ' APPROVED �... PALM APPROVED PIPE 'IPE 3' 3 4KT0 )NTO SOLID � ON SOLID SOIL ;OIL C ;OIL OFF ELE:' . FT . � --�— � OFF k* RISER EXIT D PERMITTED CNLY IF TANK MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCR ESE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: I3JMBER DOSES PER DAY TANK SIZES SEPTIC l�SQ GAL. DOSE VOLUME INCLUDCKG GAL. DOSE $ ne, GAL. ALARM MANUFACTURER: J.&I) cl w sin CAPACITIES: A = gA_ INCHES 2 �I�_ GAL. MODEL NUMBER: pL.V qa GAL. SWITCH TYPE: B d 2 INCHES = PUMP MANUFACTURER Cr \. C = 0 INCHES = G�`� GAL MODEL NUMBER: f; e SWITCH TYPE: Me,R� D = YNCHES = GAL. _ REQI IRED DISCHARGE RATE L4 0 GPM PUMP E ALARM WIRING AS PER I I.HR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE ], FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . . . 2.5 FEET + �,�1 _ FEET FORCEMAIN X �.6O /140 FT. FRICTION FACTOR FEET TO DYNAMIC HEAD FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH ✓ ; WIDTH DIAMETER LIQUID DEPTH^ 3 8 " ! & SIGNED: . LICENSE NUMBER: a [a j.o DATE: 1/88 r GOULDS PUMPS Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fully submerged in high 8 EP05 Impeller: Thermoplas- ■ Bearings. Upper and lower Specifically designed for the lubrication and efficient improved pefor performance. construction. d a1! hearing following uses: heat transfer. • Effluent systems 8 Casing and Bass: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms manual operation. Auto• superior strength and corrosion • Heavy duty sump matic models Include resistance. : Assiodutim • Water transfer Medtanical float Switch 4 Motor Housing: Cast Iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "F" or "C".) factory. strength, and durablity. SPECIFKATIONS ■ Motor Cover: Thermoplastic Goulds Pump is ISO cool rfglitered. • Solids handling capab FEATURES cover with integral handle and float switch attachment points. 'A' maximum 9 ■ FPO4 Impeller: Ther moplas - power table: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • total heads: up to 31 feet pump out vanes for mechanical • Discharge sire: Vh" NPT, seal protection. • Mechanical seal: carbon - rotarylceramic- stationary, B NA -N U elastomers. *Temperature: � e 104°F {4000 continuous 140% (60 intermittent. METERS FEET • fasteners: 300 series t ° stainless steel. 30 _ _ . i t-5 GPM l • Capable of running dry without damage to 8 �� 2 s rr components. Motor _ • i:PO4 Single phase: 0,4 HP, s zo 115 or 230 V. 60 Hz, 1550 - RPM, built in overload with S automatic reset • EPOS Sin gle phase: 0.5 HP, c 4 E1205 115 V, 60 Hz, 1550 RPM, ►- ,.. _. _:..... __..... 3 10 built In overload with automatic reset. 2 Epp4 • Power cord: 10 foot 4 standard length, 16/3 SJTOW with three prong grounding plug. Optional 20 ° 0 0 10 2 0 30 a0 so GPM foot length, I SM with three prong groundin p lug 1 � - istandard on EP05). 9 P 9 ° 2 4 6 a 10 12 myh CAPACITY Goulds Pumps O 2000 Goulds Plumps ITT Industries Effective February, 2000 63971 �- u�ck4 STANDARD CHAMBER Quick4 Standard Chamber ~ ' -- -- --- — - 48 _ (EFFECTIVE LENGTH) (� fi v 14, _ SIDE VIEW SECTION VIEW MultiPort End Cap fkP 16• ' 911 '� I (.� J 'I a \ j e>• -. �' SIDr- VIEW TOP vtf -W FRONT VIEW Uj,� Qulck4 Standard Criambe iNomina!`S�,ec�tications, Mt�f #iA rt�;End�Ca �.lYominalt5 ecf�cations �,�t�� � ><r Siae W x i, x N ,. t• '' 34" x 52 "'x 12 � � n �� =-.—� ...._.... �.,� I r f . �., lW . '`"`y ''S za� WxLxH� 34 "x1B'x12 Effective Len gth __ 48" Invert Height 8" or 1,25" Invert Height $ &Et TRATOR SYS IN�r. STANDARD umi ED WARRANT ':u; 6L 7 it Ia r P9 dY OI ae(. nP;trnher relCf atA'.k. w"Ppx arAo r:ltlnl "x.i Nv - clm 7 Jy i.' /d a 1 vn pr.bn ntsU #ki alFl ol%"atea 11 A ♦e k;, Imid n. TI [11S l Sx0 10 YY IV 1( r , s data, wah :1tW1Alf '3 4 1 t r • warr�66lIW lO 1101 J6 4N W 3:vli .Wb i'Hp'dxY) yganil d"!6iC1^wr r drW y:6N �I�r t511q? 1n, Drat Yt.'a1 IrOrp It1r/ da(e 'hat tM1601 t)6r r , avrM_ Ia; d'.•t iWl:r,: nyefB�r wr:lmun,.. f'M CL•mb: WOVIuu{ rkw,rier, '('al (,i Se3lflr g0l-trt 11; 'lot .......I ��r Mo O kOA law. Ihw bra -'IY ' W Xi d -.6 ypr H:. aynlem Ghn6 ,81,;18 3lF SE ,C rya rani Y'ghls. HIM. muG1 npth flt ;Urn i. U sl us Ih U Np dy i t•ry m JW 38,1114✓ .w'.n wNKr!1 wYli,r ghyun (I!jl ♦ r to' t:Y-Ve0 Y I(� 1. AtfllllatCA w01 SUP,ly OPj c­ r"rrt () :xs f a Vro'. ,1"I nP;f n ,..,1: a1w ;U n/,vOnsd by ilt:n UnWUO Wa6 r"r Iy 'nn I:10111`+Ut1�tCali1'flirtludNa In. Witt ur mt 1.111: ;y,J /Jr >SI&Ilyru ,)i 3t2 'ury�, O i II hr LIaM t,0 ✓3Af Y'JY A1, FU; LtEDIES W 5UI3PdFlAUAAr'H (dl ARE c :�' a:,h 1 td Ail - fsC lr1HEFi WARRANTIE;; WI'Ih REsFEGl _� fn 1NI(\ :N\ l l [t n1U luL MPLIF� WAF1PiANTIES OF MEF4;tiANTA69U r r,H l vt I -(jR A f ARTICu'_A3! PUki�tiE. i1w "t I I SYSTEMS I N 'i »d " W IY 41 1 JP y j It an} odd Ot the 0*1 " 1 ywenl rr a J 1 ?ttlf 0 (, 1 I)('IN Ol q3f 1 l va111lfJIfa1;X TtN LYYP qy. W::y'pliy 7x'S ON AV e_'..I { ..11 c 4 7 l rl. irda n iixlStgl leni al 9FreCid J1 t[IaaCt Clalf �6 ".All' .1" rW 1101 11"'to Ir : alt t: or I,Qw(16Iw cim nd(ia M I,dirrci loan of El�YkfOr1�1/IIf� Vr�l� �►�.ial O VINMIr{A 7.7 " 1 rpn I r 1 r (! pr II aNt dnq R aterra�t;, cvlar"1d0 W$19 C6 Jirlar #•SS(1s tr ait)W,511. i. Ctj NB by In I�OMII�: Ot pry Ihllf: pally N1eC1YCaty A (. 1 1111 kl W irTaflty uwr"Ay6 alts daFit:id[ 10 , kl Ur1.5 doe l0 0 L I a ,t WBJ( MCI •r0 at"xdllul a(f kJla11. nllBUSe.. atx1E0 a fKKJ aCt UI i !F ur 10 fief lq Sr rhjeotel 10 "etli s2V s" V:he 11101601" wlnC 5 a e n - w , 918 "1StallaaVn ownlctl0`a: I ladurtl W n'litiiln thB " "t tlr I rY i nn I very set hx+h in Ina in5tattatCnl :rA,lrupiOnF Ina SYacrrruN ,,,rol a:Orialb Iwo the &vstss,6 w,ians its. (inta: wdwo 01 Business Road PC). i=3ox 768 e U R u1 !lrtl 9aplw ^YSixm :3118 to .mPrO(er StIIr19 0 .rta11011a1 at�6>d, rx 91 al.v is d 6 q,rooer g .* , A mpn5al of -IIJ F opardlGt; ,p Ora Sayb CT 06475 ar'.y - Atfp,f w.wN 1'(Jl' 3UiPt1 by itlia 0,001 IM C6 �rtiit t'a rr J a 1'tti :101G r U6 1 J Cob w,ts1 tl1 :d V'e t81m6 nd lOnh In 1X11 LllrtkBU w,ll.,wy 860- 577-7000 • FAX 860 -577 -7001 F VII rtl "o ewt 1 tl Vert " I ; t✓( a4jf)P Isk, 11 16.8 d,':y Is If 0 l:r aue t d 1,:rttu�. I J 1. Ur „ny (n rd pally rtlJra::llj iU6n '�JrSla4n! P' Sr,ip. 600 malt r arm x6q pnk .1 :reF+i y dl its 0` Holder rx any third r Any. For t wi t.,ww A. anly to as 1 tr•a U'As nn. iv w pnsu"Cr aCOpdP'IL`B i +I ?: all S8B " r '00,.180 " 81201 end by w COdeb: W; 01 ^0! dpi la 6. dr•:A m8a'Slor's insfdtidli0n F1siNC114J7a. ' ;d loidar,ro:,BOla r ? Cf 'ullilr.3t0 ran t ^c &dhoe3y C) l'1':xr1L,fP, p' Oxu?nd IhlS I_n IlllU1 Waua, „}. P:O Nur!itnty [YpITMS (p Pp ortty !1411. IS101rY}�. relxewr l lw. Slandard bi. YVa a(.ly UIi06n n y hGlraln A Lnxfal numue, 0 ;laves .114 < Olr'A"ti he's 01110"Al wan.n"y'eQn ri •efils A pun: Ar )1 ,s145 s ovc 0 11*10for's G mate headgrytws n Okl y.vyt Wx.. ;.wwt0;ll[xt. }mOr 10 SW:rt PCI+.:tt85”. If.• OM.xr� B t "J'y rl the apa'n . ,vfwgY a) (1 Sllk"d t',3 al-Aly read lnal van mlY ,-nor Io tlw /ks, "t•a" ,rl l)nlls l °. I'ltpnt •L7 ;� G61 1.017 041; 5,15B.A8fl; S, &96.017; 5.At�r.AiC•: S.AO J � ..,ht 3,6U;3; 5,7i &,ifi3; 5,5J0.7713; U,tk99,844 Jr s; an Pa t 60 19 329.35'3 2.004,564 Other Patents Aenciux) 1001 Equaa2Er anti SI0uW'r1Ger are rt glared Iracrrr:etrhs ,, :nlatraa $y :erns Inc, in3itlretOr is a regrstere(A trdgamark in Frarw*. Intaleator Sy6Aems m. A icasi AfA t ttaricnwrk in Mexico. C/sntolir, Contour Swlvet Co^nechcxl, Mic,oLeacning, PolyTuff, SI IuPLoc:k, Gharnboftai,er, Paskmk. QuickC it. Qjhl plav 11icleLea r4 pfi POWTS OWNER'S MA NUAL & M ANAGEMENT PLAN Pape of FR E INFORMATION SY TLA SPECIFICATIONS Owner Septic Tank Capacity ,� <J al Q NA Permit fi X03 03 Septic Tank Manufacturer � c � O NA DEWN PARAMETERS Effluent Filter Manufacturer ve ID NA Number of Bedrooms *-{ Q NA Effluent Filter Model 0 NA Number of Public Facility Unite, PNA Pump Tank Capacity al 0 NA Estimated flow (average) Iola Pump Tank Manufacturer .r ear 0 NA Design flow {peak), (Estimated x 1.5) �� �9 g al/day Pump Manufacturer 0 NA Soil Application Rate x. al da lfts Pump Model qNA Standard Influent/Effluent Quality Monthly average Pretreatment Unit Q NA Fats, Oil & Grams (FOG) 530 mg /L 0 Send /Gravel Filter O Peat Filter Biochemical Oxygen Demand (800 5220 mg /L 10 NA 0 Mechanical Aeration ❑ Wetland Total Suspended Wide (TSS) 5150 mg /L 0 Dlokifaction 0 Other: Pretreated Effluent Quality Monthly average Dispersal Coil(s) 0 NA Biochemical Oxygen Demand (600 530 mg /L ),ln- Ground (gravity) 0 in- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L Q NA Q At-Grade 0 Mound Fecal Coliform (geometric mean) 510` cfu /100ml Q Orlp -Line O Other; Maximum Effluent Particle Size K in die. 0 NA der 0 NA ocher: C3 NA Other: O NA * Values typical for domestic wastewater and septic tank effluent. Other: C3 NA M AINTENANC E SCHEDULE Service Event Service Frequency inspect condition of tank(a) At least once every: 3 rtw a} a (Maximum 3 years) 0 NA Pump out contents of tank(s) When combined sludge and scum equals one - third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: I (gym 3 Yvan) ❑ NA Clean effluent filter At least once every: f�or►t y(e) a NA Inspect pump, pump controls &alarm At least once awry: ertmth(sl 0 NA C3 earls) Flush laterals and pressure test At least once every: C] Via) s) C3 NA Other: At least once every: 0 ear(s) onth( ❑ NA Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator Tank Inspections must include a visual inspection of the tank(a) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cells) *hall be visually inspected to check the effluent levels in the observat pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a falling condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and soum In any tank equals one -third tY or more of the tank volume, the entire contents of the tank sha be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shalt be performed by a certified POWTS Maintalner. A service report shalt be provided to the local regulatory authority within 10 days of completlon of any service event.. •apoa enite138lufwPV ulsuooslM 'tBj R (Z1 'lt}1►5'ti@ p� t1)RIP)ItligiiZltZ'srB WwQ� �eideya y3lN+ eouslldueoa uj pe3 ;tip tgM iy+vwnaoP s!t11 . gsyfi '18 OW4d aruoyd f cvo� �, J �crc J etugjy _ , eWWN AIMON1nV AvO11I1nv3d wool ladWnd) l 0"V31dO ONI3IAV39 30V.Ld]S WOW .1.3' �. euo4d 6 11M V70M 91 iMOd U31WISN1 R MOd - S1NMINOO 1VNO111aOV '3191990dWj 801'1n013AM 39 AVW )INV.L V d0 W01MUN1 81 WOW N09V3d f d0 3nmV '1111 U AVW H1V30 moNV1smOV10 ANV SNOW XNVi 1NaW1v3 I M3H10 ao dwnd Sad3s V !l31,N3 LON 00 'N3VAX0 iN310h1dn9N1 li0 /GNV 93SSV91VH131 NIVIN00 AVW $)'NV' 1NaMV3111 113H10 GN < <ON ' •ew!i ieyi ig lo9 ; ;o ui seina eyi y1lM Aidwoo nnw swpisA9 4ons ;o euolloni3suooe}; •eoe;Jns oAlmilr)to j4i le iewolq 941 ;0 ieAOWOJ 6tnmollo; eoeld u1 pelonilsuom eq Am sw*49M uotldlosgg 1!os apea6 - 111 pus punojN p lue3 U F11 UW1 ; NT go C 33ls p %f /, 51 MOd Pon@; 9419oe1d•j 03 1JOSO -i Taal a 2a pe!ja3sul 9q AM luoi BUlpjo4 a ADolou4a91 31MOd u! s9auenpe Bu!JJeS suojisliwll Ilos �o/pug lyeglas o3 anp 014911VAU iou al a9Ja lueweoeldet olgevns V ewli ieyi Is 108.49 u1 selm 84 43 41lm Aldwoo tsnw swalsAs luaweoeldaa •palg 11Jow93eidej algeilno a 4ellgeise of uoijenlgn9 91!6 pug l!os Mau a Jo; pasu a43 ul ljnsaA 11!m seas 3uew9oejdeJ 041 lae3oJd n3 oJnllad •stiaM P swq S ol '9mionjis p"odoid pug 6ulislxa w 04 sloegias pe.nnbe3 Aq uodn peBut4ui aq iou p!noys pus uoiioedwoo pug eouggmisjp woi; polooloid aq p1no4s geae luOUJO08 d91 eyi •weisAs uo!idJosge !!os iueweoejde; a ;o uo!iayO1 eyi 10; pezlllln aq Am pus pelenieAe ueeq say sale 3usuiaoeldea 91Qailns v 12 :w03sAs 3u9ur9oe0eJ iue!ldwoo apaa a apinoad w 'u94a3 aq isnw 10 'useq eng4 ssanssew 6u1mO)1o; ayi penadej eq louueo pus slier S1MOd 041 ;I NV1d AON30Ni1NOO 'iguelgw pgos Haut J044101Je Jo leAeIB '1109 43!m Pall!; eaeds p!OA 9141 Pug penOwal s38AOO x1943 JO POAOW9J pue p01en90xe eq 11942 slid pue aluei lie 'Bu!dwnd J9uV 9 )oiejedo Bu!o ;AUOS OftdeS a Aq )o p9sods!p Aliadoid put peAOUJO) eq 11e4s sild pug duel 11e ;o sweiuoa eyi • •peiees sequado edid pauopuege ayi put pesoDUUO3911) aq Keys sud pus slum of Bwdld NY • :9poD OA14V lsjujwpV ujsuOO11M 'Et 'S$ wwo:) Jalde4o 41!m eouelidwoo ul powpuege Ata;gs pus Aliedoid s! wa ists 2441 18441 aJnsuj o1 uelei eq ljg4s sdais oulmopo; gyi golAies jb 3no ualsi Aliusueuijad s! Jo/pue sye; S.1.MOd 8 41 U IN3WNOaNVSV Ouljq iauai;os jejam pue '9uodtuv3 mulldeu Mei!ues :sap!ollead , sionpoid Bw,iuted :11a :vuolieatpow :sdejos ieaw !saplolgJO4 :asgeJ6 :swosve :06uolood 91cinaBOA pus i!nii :Jeiam (dwnd dwnsi ujuip uoliepuno; :1e; 31u 10 :s�edelp :ssol; Is3uap :giessojeep Scums uO1100 :swopUOa icunq auvJeBia !2061M Ageq :sa!iolgjius :SLMQd ay3 )o epj 941 6uoloid pus aouewiopad 941 enoidw! Am weeds JelemblsOm 9443 war Su!MO11o; ayi It ualeu!w!ja Jo uo!3onPQli a9�a uoildaosqi? ljos epgJ6 -ia Jo punow Aue ;o adols uMop 199; St uiyl!m Jed Jo OAU ou PUB s uea �eAO $ 91014 0A i 0(3 �0 9nfa 1ou a *,Sl i>:siodslp p 1 1 . P Me 9 'logdwoo jo q�n1s1P eslmJ9410 30 30nO lied . P t3 •lusi dwnd eyi u!41!M sleAB! jewJOU 010120) dwnd a Bu 3eJedo Allenuaw u! 3slsse of ,aula L40 N S,LMOd , o +sgwntd a loeiuoo jo dwnd wenjoe eyi of JeMod o a uoa • u9n 9 1 aj i ! e a A 9AOuwoa lu>iti dwnd DUi jo $3Ue3U0a 943 envy uogem!9 sl41 p!OAO OJ 3 I)� t3wJOasoJ of Jo!�d Jo3eJado bu!a!nJe$ 98eid S q P oa e 1 E o i9AO oso 09)91 euo u! s ea p y, 4 ro aBJeysslp eae;Jns it dnloeq 9113 u! ijnaes Aaw pus Islll 4 ulPa. ! P (111 IasJeds! a 3 03 p993e osj P as jqm jejammeM SS eo xe 941 peJO 81 19Mod U9y/!J!; '2tOAgl 191VM4014 jewa eAoge jjq Aaw duel dwnd se$a Jamod Bu1Jn(j 'gag ;ms 9Aj39J1jl ;U1 841 10 u9zo)j sJtr suolllpuoo pos ue4m Jn000 iou 11a4s do i,als weisA, i A UB 8 O a es 9 A ouJ9a s 3 3) esn of Jdiitl jo3gJedo @uloiAt9s 98 ld g tx+ t )1 4 sluaiuoo eyi aney peioeieP ale auoliealuaouoo 44614 �i (s�llao it 9 dal , p oui efgwup to/pug sf;;eaold 3uewle9Ji 9441 epadwl Agw W41 9Ie91W04 ,9430 10 sionpo,d Buquied ;o eou"OJd 941 Jo; ls!4ue3 ivaLWOe» 4090 S.LMOd 241 ;o aen of loud 'u011onnsuoo mau Sod N0j1Vl13dO GMV do avis 10 — eF3ed M x V FY NK A'N 7/1 ........... . ( o l fs- ....... ....... .... .. Ulu! o ww d a rX M, A 1), 00 W vm Only W'd mmmug n rob thy YMV 00"S" and 39 to mn" to PW ho, n, is saybY Ou� J� ,Q ,, Q j ,,, m ov br lompW Ot ywyr 0 ; AppjCANT QA mm min to the AT of w 'bed P.L)ov-', by I Art o� TINUED All that part of the N ' / 2 of NW '/ of Section 32, Township 29 North, Range 18 West, St. Croix County, Wisconsin lying Nly of a line that is 215 feet distant radially and at right angles Nly from and parallel to the following described reference line: Beginning in said Section 32, on the West line a distance of 1003.76 feet South of the NW corner of said Section; thence N89 a distance of 982.07 feet; thence Ely on a 22,918.31 foot radius (0 0 15') curve concave Sly, a distance of 1933.33 feet to the point of tangency to a line bearing S85 From the above described parcel of land is excepted the West 80 feet lying Sly of a line that is at right angles to the West line of said Section 32 and 503.76 feet South of the NW corner of said Section. Also excepted from the above described parcel of land is the West 50 feet of North 503.76 feet of said N ' / 2 of NW ' / 4 and excepting from the above described parcel of land: Beginning at the N1/4 corner of said Section 32; thence S00 0 02'13 "W along the east - west' /4 line of said section, 735.34 feet to the northerly right of way line of Interstate Highway 94 and a point on a 23133.31 foot radius curve, concave southerly, whose central angle measures 0 0 46'11 ", whose chord bears N88 °36'15 "W and measures 310.81 feet; thence westerly, along the arc of said curve and said right of way line, 310.81feet; thence N18 0 40'07 "W 333.41 feet to a point on a 130.00 foot radius curve, concave northerly, whose central angle measures 14 0 42'19 ", whose chord bears S78 °41'02.5 "W and measures 33.27 feet; thence westerly along the arc of said curve, 33.37 feet; thence N18 0 40'07 "W 52.87 feet to a point on a 80.00 foot radius curve, concave northeasterly, whose central angle measures 153 0 40'56 ", whose chord bears N07 0 27'56 "W and measures 155.80 feet; thence northwesterly, along the arc of said curve, 214.58 feet to the point of curvature of 80.00 foot radius curve, concave northwesterly, whose central angle measures 45 0 04'10 ", whose chord bears N46 °50'27 "E and measures 61.32 feet; thence northeasterly, along the arc of said curve, 62.93 feet to the point of curvature of a 167.00 foot radius curve, concave westerly, whose central angle measures 24 0 11'08 ", whose chord bears N12 °12'48 "E and measures 69.97 feet; thence northerly, along the arc of said curve, 70.49 feet to the point of tangency; thence N00 0 07'14 "E 104.44 feet to the north line of the NW ' / 4 of said section; thence S89 °52'46 "E, along said north line, 427.95 feet to the point of beginning. ? C 100^ r ,a7 Ui 2 67 0 r 3 ,9 9 7'763 1 2 STATE BAR OF WISCONSIN FORM 7 — 1998 KATHLEEN N. MALSH TRUSTEE'S DEED REGISTER OF DEEDS ST. CROIX CO., MI Document Number RECEIVED FOR RECORD Ronald L. Lanahoff and Eleanor L. Lanahoff as Trustee of The Ronald L. 10/06/2004 01:20PH Lanahoff Living Trust dated December 1 1994 and any amendments thereto a 50 undivided interest as a tenant in common, Ronald L. Lanahoff and Eleanor TRUSTEES DEED L Lanahoff Trustees or their successors in Trust. under The Eleanor L Langho_ EXEMPT # Living Trust dated December 1 1994 and any amendments thereto a 50% REC FEE: 13.00 undivided interest as a tenant in common for a valuable consideration conveys TRANS FEE: 1139.70 without warranty to Richard O. Stout and Janet P. Stout as husband and wife COPY FEE: Grantee, the following described real estate in St. Croix County State PAGES- 2 of Wisconsin: Recordina Area Name and Return Address � 1 js q q qA QJ 109112 00 # Parcel dent calbn Num (PIN SEE ATTACH D Dated this day of Octobe r, 2004 • �3 a t (SEAL) (SEAL) rustee Trustee (SEAL) (SEAL) Trustee Trustee AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, } ss. ��//��// DY SWATZ St. Croix County authentlARM 4 FSf 47 AT E llllll O i= . I S C O N S 1 N Personally came before day of October 2004 the above namam this The Ronald L. Lanahoff Livina Trust. dated December 1. 1994, and any amendments thereto. a 50949 TITLE: MEMBER STATE BAR OF WISCONSIN undivided interest as a tenant in common. Ronald L. (If not, Lanahoff and Eleanor L.Lanahoff. Trustees or their authorized by §706.06, Wis. Stats) successors in Trust. under The Eleanor L Lanahoff Livina Trust. dated December 1. 1994, and any THIS INSTRUMENT WAS DRAFTED BY amendments thereto, a 50% undivided interest as a Coldwell Banker Burnet tenant in common, to me known to be the person 1301 Coulee Road who executed the foregoi instrument and acknowledge the Hudson, WI 54016 Tare_ 4 -47702 (Signatures may be authenticated or acknowledged. Both are not necessary.) Notary Public, State of Wisconsin My commission *a pagnanent. (If not, state expiration date: • Names of persons signing In any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. f 1 2670 900 EXERBIT " A " All that part of the N '/ of NW % of Section 32, Township 29 North, Ranpe 18 West, St. Croix County, Wisconsin lying Nly of f - a linelhat 215 feel fdistant radially and at right angles Nly from and parallel to the following described reference line: Beginning in said Section 32, on the West line a distance - of 1003.76'.feet., South. of -the. NW corner of said Section, 'thence N89 a ,distance, of 982.07 feet; thence Ely on a 22,918:31 foot radius (0 °15') ,cur concave Sly, a distance of 1933.33 feet to the point of tangency to a line bearing S85 From the above described parcel of land is excepted the West ,8 s 0 feet lying Sly of a fine that at right angles to the West fine of said Section 32 and 503.76 feet South - of the NW corner of said Section. Also excepted from the above described parcel of land is the West 50 feet of North 503.76 feet of said N%ofNW%. j St. Croix County Map Output Page Page 1 of 1 St. Croix County Ma in EXC2 EmE ROE f RoE VvhC2 I WhD 2 02 ROE OnD2 17."#f M2 ✓ f . HuA S 1 /4-SE V4 SW 1/4S 1/4 1/4SW 1Pi 5702 LOT4 BrC2 If r.* MAP. LOT2 OT3 e.ar Sh 2 HuA csrwr 1fi1 BL2 1 ' v HuA Warren SIB f t NE 1/4 W 114NW 1/4 NE V4-NW V4 M2 CSM VOL 6 PC31 a HaA. vpl,4p 2 HuA LOTI HUA L072 1 1 2 vor_s p 7 BIC2 B)C2 SE 1/4NE 114 114 NW 14 BXC2 B ,:BdSH�'AVE- SE 1 PIA Wh02 Leaerid --1'- Boarid— St. Croix County Planning Department C b dlvlrlcc� 1101 Carmichael Road Q C erlle d a rver luaus Hudson, WI 54016 0 °.Wads Phone: (715) 386 -4674 "° a0 PMNr d Drai rvage DISCLAIMER : The information contained on this map is advisory. Map Streams accuracy is limited by the quality of the public records from which it was Dam prepared. It is not intended as a substitute for an accurate field survey. perverdal beam "*rrnl IWnl.^_.Yea AERIAL PHOTOS : Aerial photography is date - sensitive. Features that exist presently in the County may not be present in the photos. http: //69.5 8.147.26 /serviet /com. esri. esrimap .Esrimap ?ServiceName= StCroixOV &ClientV... 4/18/2005 o N 0 ! 3 d c C `+1 c 3 r'. T`� z Z rn fn N rl • I O N o O w S .-. Co � W� d co 7 D O -* CL w m j o o p z a o v> D m o cQ D N d co CD Cl) CL ! _ J M 70 z O O ' I \ p — //l(/ ` 0001 °7 �• lJ v S S S � E (A N Q 3 c ��► �j yy � � ( N O t .. zDrz O C) i \r N O ' h Cc U) � • to :D o c 01 N C r CL CD (6 a A im ul c , �.. a �' C d VIII !2 co K) z I i � ; c z z z A � z �a o .. CD N i � S I � fi N ti N O O b CD oo t A y9 O t oo � t f Parcel #: 042 - 1090 -20 -055 07/31/2007 11:39 AM PAGE 1OF1 Alt. Parcel #: 32.29.18.497A -06 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 07/07/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - STOUT, RICHARD O & JANET P RICHARD O & JANET P STOUT 1353 AWAUTKEE TRL HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 0.000 Plat: N/A -NOT AVAILABLE SEC 32 T29N R18W NW NW & NE NW N OF HWY Block/Condo Bldg: 94, EXC W 50 FT OF N 503.76 FT E&C rSM 20- EXC - SSESSMENTS Tract(s): (Sec- Twn -Rng 401/4 1601/4) NCI LUDES 7D (042- 1090 -50) 32- 29N -18W NW NW Notes: Parcel History: Date Doc # Vol /Page Type 07/21/2005 801051 20/5024 CSM 10/06/2004 776312 2670/399 TD 12/28/1999 616153 1480/445 QC 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Ch nged: 06/08/2007 Description Class Acres Land / Improve T tal State Reason PRODUCTIVE FORST LANDS G6 33.330 100,000 0 10 ,000 NO Totals for 2007: General Property 33.330 100,000 0 100,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 1 Parcel #: 042 - 1090 -20 -050 07/31/2007 11:39 AM PAGE 1 OF 1 Alt. Parcel #: 32.29.18.497A -05 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 07/07/2006 00 6 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - STOUT, RETIRED RETIRED STOUT Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 0.000 Plat: N/A -NOT AVAILABLE SEC 32 T29N R1 8W 41.33A NW NW N OF HWY Block/Condo Bldg: 94, EXC W 50 FT OF N 503.76 FT ASSESSMENTS INCLUDES P497D (042- 1090 -50) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) & 496A (042- 1089 -95) EXC CSM 20 -5024 32- 29N -18W NW NW Notes: Parcel History: Date Doc # Vol /Page Type 07/21/2005 801051 20/5024 CSM 10/06/2004 776312 2670/399 TD 12/28/1999 616153 1480/445 QC 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/27/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 � ��am� ax m2 O �n � O f N m o = M8 5 m m m -xa m 1 I I o 2 vm 2� DT� IZ D ._ bo" D.� p Z O D ?o�I * 1 mC mOZ c D 2OmmO DO I m i. m [ � � . y -. p m � 1 yO1 =�z yO itm�' aDp N rn O p i— �— � —_ � �� ZC� m �� m_j � m.O � aO O A $ -- �— — Oz T ° 2a� 9002 x� i gym. <0 �R m ��zm vOC��� Q $ NOWW4WE 803.80' 8ro I "50 o p =mammmm z 470.80' 300'�m` L�-� �4= IAWE281.0V x < mN9;,mlm a Z I rniv m m - _� _mrntB v, {p z! mCm z = <O°� � Z !-n Iry �m F r�gmyf >� o o m� 2��f � z� Z m 2 mm = m � - �m 6 I I D N g �T<�' m � � ° G) Sl Z�p m m I / 2 O i5 Jdpmunb� ^uu // m N .- I v 4`s� n 33' 33' I Am 2 0' - ....... : I a r I s.� a I � I I I I M8 I c z �o. c ©� Q� o; 0 gy m N °� I C pQ o� ( I ..� I z 0 o� -------- - - - - -- m • ��I � E�OC �C� �����i�fi D="a ZZ Z m W r !RI m� .Zm amlp O f m O - Z g w D p -� f0Rn�7 Zgim Z Z mm U'DT �c o O � a$oD.F�nO <� pv D f DO �S {m{ r Ul 7J �'r r m I I COI i"Z � 7 r x�o�DO -�m z O Z C S fh Z Q ��wweM �A� �w� �u m Q^ x 0 ry r YV VO�49 G 503.OV g I i i - O '� = m N = m. p Z � 470.80' 00'm 0 Opp f r D� - am p V' C�Z WE M I. m'^p { mpmOLl6x�m" Z a a WNm z Nc) DQoD2 N A z I � CST ( { O m�2 m . n { �j_ O 8r�. 'd p !�6 -_a S" ViT m y' rp m m m D 'm 'i - i m -Z Z ��H -� o� gg �� P� mDm z 2 ? O p Y77 Z ? rn a' m I \\`ati ounuumwq� / x o 33 33 C]C'��� A A4' -o I Z x m I v I I - I I '� I I I I I I I 0 © a a -------- - - - - -- O� OZ�� I o�,o� I Q - - - - -- T � i 8 0 1 0 5 1 VOL 20 PAGE 5024 KATHLEEN H. CERTIFIED S V RVEY MAP ST. REGISTER CROIX CO S LOCATED IN PART OF THE NE 1/4 OF THE NW 1/4 07 45PM OF SECTION 32, T29N, R7 8W, TOWN OF WARREN CERTIFIED SURVEY MAP ST. CROIX COUNTY, WISCONSIN. REC FEE: 15.00 COPY FEE: 4.00 OWNER SURVEYOR PAGES: 3 DICK STOUT EDWIN C FLANUM 1353 AWATLIKEE TRAIL NORTHLAND SURVEYING. INC. HUDSON, WI 54016 P.O. BOX 14 ROBERTS, WI 54023 CORNER SE CTION 32 E S89 °52'46 " N 1/4 CORNER_ SE $$8 0 $2'46 " 477.95' SECTION 32 — \ 2151.01 70TH AVENUE N RTH LINE FTHE NW 1/4 N89°52'46 "W 412.00' 33' I 33 — — — — — — — — — — — — 1 c� H.W.L. — 977.50 -'' � N 616- }. / cm ° I W ���„ � :... � .. �-A .... .LOT 1 ....... g .. N 2.00 ACRES ° T' 87,317 SO. FT. I o0 I� N \ N.B.A. = 1.4 AC. 'Q L.B.O. = 979.50 �I Z �- N89°2205 'E365.34' 24.98' 3 � BENCHMARK ELEV. = 988.30 RECENT DEDICATED TO ,A c) MAY 1 5 THE PUBLIC I ^ U3 LOT 2 � F � 2.00 ACRES r 0 cn ST. CROIX Cou K7r�)L 87,213 SO. FT. N (�/ 1 ° w SURVEYOR'S RECEI*PEND ' `` ( N.B.A. = 1.7 AC. 0 QI i - 1 ' L.B.O. = 988.00 0 1 ALUMINUM COUNTY ' a LL S SECTION CORNER _- } _ _ ,5 ti (� ¢ U MONUMENT FOUND C ___ t= _ ��s i Z g o { w z • AL -- _ \ J V QI Q x • 2 31W O.D. IRON PIPE w � T �) z 1 5/16" O.D. IRON PIPE N �_ -___ ` ON � I m U FOUND 3/4" IRON REBAR FOUND _ -- - - �- 1 ' Z LOT 3 al 3/4" X 18" IRON REBAR N 2.00 ACRES SET WEIGHING 1.50 LBS. I 87.235 SO. FT. PER LINEAR FOOT 0 1 N.B.A. = 1.5 AC. 20% SLOPE L.B.O. = 988.00 100' BUILDING SETBACK LINE BENCHMARK SOIL TEST ELEV. = 1004.58 N.B.A. NET BUILDABLE AREA C 1 = 1.9 AC. INTE HIGHWAY "94" JOINT DRIVE EASEMENT 12' WIDE UTILITY EASEMENT , S 114 CORNER - H.W.L. PONDING AREA TO H.W.L. SECTION 32 1 = 986.00, H.W.L. - HIGH WATER LINE ELEVATION -- L.B.O. LOW BUILDING OPENING SCALE IN FEET 1 = 100' THIS INSTRUMENT DRAFTED BY SAM ADAMS JOB NO. 04 -113 DATE 2 -2 -05 SHEET 1 OF 3 SHEETS 100 0 100 , Vol 20 Page 5024 �_