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HomeMy WebLinkAbout026-1126-31-000 0 o ■ 2 0 / \ { \ / 3 # � , / m 3&{ e 7 ° A 2 2 § G` ' > } \ $ $ } \ \ \ ^ 3 / \ , o o y ° f °$ Q / / \ : ` , E \ / \ / { / \ co E . © \ @ \ & ° \ > ) % § � » $ ° E \ \ $ 3 \ � E k �� / \ \ \ 2 > 0 0 3 } "• \ E_]o m co \ \ { \ < C CL / > / 0 \ \ ` cn m ƒ § 1 �z 2 / \ \ / \ \ \ ¥ � ° .. \ « w - 2 \ \ § 0 { w 2 § { \ { / � ae2 � \\ � �\} ƒ J e 0 (A %\` CD / CD 0 = r / \ A . \ \ . \ � . § 0 / / @ \ ¥ \ \J S T 1. CA CO UNTY ST. CROIX COUNTY LAND USE ORDINANCE FEE SCHEDULE PLANNING & ZONING Effective January 1, 200& -- Deleted: zom LAND DIVISIONS Major Land Division Fee Required Additional PRELIMINARY PLAT Base Application Fee $1100 + $85 per lot/outlot Stormwater and Erosion Control Review Fee $1100 + $85 per lot/outlot Road Inspection Fee $550 + $55 per lot/outlot Storm Sewer Inspection Fee $825 Curb and Gutter Design Inspection Fee $825 Soils Investigation Fee If required by Zoning Administrator) $10 per acre Re- submittal Fee $1,100 Waiver Request Fee $825 Financial Assurances (refundable based on performance) Road Construction 50% of Improvements Erosion Control 50% of Improvements FINAL PLAT Base Application Fee $1100 + $55 per lot/outlot Plat Layout Requirements Review Fee $85 per lot/outlot Deposit for Delivery of Recorded Copies (refundable) $175 Re- submittal Fee 1 $1,100 Minor Land Division Fee Required Additional Base Application Fee $1,100 Plat Layout Requirements Review Fee $85 per lot/outlot Road Inspection Fee $550 Erosion Control Inspection Fee $225 Financial Assurance (refundable based on performance Road Construction 50% of Improvements Erosion Control 50% of Improvements Re- submittal Fee $1,100 Waiver Request Fee $825 Re- inspection Fee $225 "Required" fees must be submitted at the time of application. "Additional' fees shall be paid as directed by the Zoning Administrator. All fees are non - refundable. Fees will be doubled for applications submitted after construction has been initiated and written enforcement action has commenced. Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 405020 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: Brushy Mound Partn rship I Richmond Township 026- 1126 -31 -000 CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark •� bl 2S0 7,G0 0 - loo 1 Dosing Alt. BM / ,08 /ohs Aeration Bldg. Sewer 1 Holding St/Ht Inlet � / T o .19 TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic � � / � 2fj f � Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Holding Bot. System 8•b f 1 PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand St Cover I PM �0 3 • Model Numb TDH Lift ion Loss System Head H Ft Forcemain Length Dia. SOIL ABSORPTION SYSTEM nD L ti BED/TRENCH Width I Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS (o2 • S 3 SETBACK SYSTEM TO /L TBLDG WELL LAKE/STREAM LEACHING Manuf cturer: INFORMATION CHAMBER OR i ,!Q Type Of System: • f r _ _ UNIT Model Numb@ 3v t l DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x H Vent to Air Intake tt Pi Length �— Dia Length Dia 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 Bed/Trench Edges Topsoil Yes j No ;. Yes jl No OMMENTS: Include code discrepen s pr sent, g tc.) n I spection #1: � j� L- Inspection #2: ©�su� /Qe - Pipe, - t, , % 2.'�cIAB�wbus �,auti�e�cJ� P�t • ) Location: 1417 77 60th Avb New Richmond, WI 54017 SW 1/4 NW 1/4 12 T30N Rf8W Water's Ed (� Lot 31 Parcel No: 12.30.18.792 1.) Alt BM Description = Lamed Sill, �a' D2-� - (Gm &rG► 2.) Bldg sewer length= ' 2G•o - amount of cover = I$ "f o P• Plan revision Required? " Yes No Use other side for additional information. Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) S and Buildings Division C o u p' 201 W. Washington Ave., P .O. Box 7162 `f Madison. WI 53707 - 7162 Site Address t [\ Viep artment SCO I Sit � ed ,, �► z �� 1(oo" Sanitary Permit Application L 05 7b o - 96 - duy Permit it I accord w Conan 83.21, V Adm. Code, personal bft m&dm you pro's O caex`if Revision way be used Law. 1115. 1 m L ApPUMUM Information — Pkase Pont All Information Sate Plan I.D. Number Property Owner's Name Parcel Number ® - tta� -3t - ono ��r k ti Ipt Property 's 1+aalt nt Adegeas Property Location 12. 30 RECEIVED �,�„A N s t T N. R g city Sea Zip t'.ade Phone Number Lot Nu Block N P R 1 6 2002 Subdivision Name CSM Number S T IL Type of B1 R&" (cheep aII that apply) OCity W 1 or 2 Family Dwelling — Number of Bedrooms DWllage O PubWCommerciai — Describe Use vro O State Owned f Nearest Road (30 A L&�5 YCLILLed C) III. Type of Permit: (Check only one box on line A (mmmbwing fa internal tie). Complete One B if apptkabk) 1 New 2 O Replaoomeat System 3 O Replacement of 6 O Addition to For County use Tank Only B. 0 Chock if sanitary Pernik Previously issued Permit Number Dam Issued [ IV. Type of Permit: (Check alt that apply)(nunhahng scbeme is for internal arse)'1� (&I 44 ;(NO, — Presganwd 1n -crania 210 Mound 47 O sand Fi ter 50 O Construxred Wedand n 0 P to Ground 410 Holding Tarok 48 O single Pass 510 Drip Line 45 0 At -Grade 46 O Aerobic Treatment Unit 490 39 30 0 Other Dedgit (gpd) Dispersa' Dispersal Area soil Application P�err~olanoa Rate V System B- tvation Final Grade Raoe(Ga1sMa�l.Fc) (Min.11nch) Elevation �, �3 98� �d >.g a 4 t.7 VI. Tank Info Capacity in Tea! Number Ma�cam Prefab Site Steel Fryer Plastic Gallons Gabes of Tanks Concrete Cold Glass New Existift Taub Tads Sepica Talc _ Dodft VII. Responsibffity Sbdeuient- j, th tin raaiBued, a respon ity tar lnstdiation of the POWIS shown on the attached plans. Phtmber'11 N ) 's S MP/MPRS Number Business Phone Number —1 5 � Phmrbees Address <�«, city, state. zip Code) tN o VIII. use Only Date Issued i Atpn signature (No sumps) Approved O Disapproved sanitary a Fee Fee ( inchrdes Groundwater . Surcharge Fee) N 0 Owner Given initial Adverse $280 Determination UL couffitions Of *pprovau fore 06 e. a `ca t Aa,ch campide pans 00 dw c...e aaby) Isr ft s:I*= 00 amt tinft am sus: a i Is sine viDn 42o4 to ns m> > Pi Or q c , t. - Pa t /#) Jj u pv-�-s Sw 1y N S j a7' 30 w (A.) t y1Z �lp(o�h�v� &N Tee P P D 17 n / t �ryb f 40 , AA- pi o r 9-� r, - P / t� Z - t p v� Sw 1 1y N w ) Y�{ S t 7 3o �. � .�� 5 � ��i � ,_ ,•, ar nee rs /Y�, 0•Bb� YY oj&VV Lo7 3 to PI \ 5'yo �� - R - c " °rr- V�ST C rd ;X I a sp s �. z �, cam; eSe.S Qci rl .s re v.e� -� �a • S t,l 98rcf 1, flub � -o =H 37 P D � n rb D Ob to Wisconsin Department of Industry SOIL AND SITE E V A L U AT 14�'REP�S T Page 1 of 3 Labor and Human Relations Division of Safety & buildings in accord with ILHR 83.05 \ ' �.Adm. Code 'e UNTY I t Ati'ach complete site plan on paper not less than 81/2 x 11 inches in siz IT but 0 Croix not limited to vertical and horizontal reference point (BM), direction and lope, scale or f�0 �' EL I.D. # dimensioned, north arrow, and location and distance to nearest road. - A@Jid ing V E ED BY DATE APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATI 'M PROPERTY OWNER: P ERTYW i0N .� Derrick Const. , Inc. 12 T 30 N,R 18 8(or) W PROPERTY OWNERS MAILING ADDRESS LOT ME OR CSM # 1505 Hy. #65 31 na Brushy Mound Lake CITY, STATE ZIP CODE PHONE NUMBER [ [ [3r'OWN NEAREST ROAD New Richmond, WI. 54017 715) 246 -2320 1 Richmond 140th St. [� New Construction Use [x ] Residential / Number of bedrooms 4 [ ] Addition to existing building (] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate •7 bed, gpd /ft .8 trench, gpd /ft Absorption area required 858 bed, ft 750 trench, ft Maximum design loading rate .7 bed, gpd /ft .8 trench, gpd /ft Recommended infiltration surface elevation(s) 98.95 ft (as referred to site plan benchmark) Additional design/ site considerations trenches s =—ed to code 4.00 below grade Parent material outwash Flood plain elevation, if applicable na ft r SU= Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK Unsuitable for stem CI S D U L S❑ U IR S ❑ U CAS ❑ U C,� El U El S [�;U SOIL DESCRIPTION REPORT Ca 0, 7 ( i - Azz - Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trerxh .................. _ '.....1... 1 0 -12 10 r 4/3 none sl 2mgr mvfr cs 2f .5 .6 S" 2 12 -24 7.5 r 4/4 none sl 2msbk mvfr gw if .5 .6 -5 Ground 3 24 -90 7.5yr 4/6 none ms osg ml na na .7 .8 -� elev. 10 2.95 ft. Depth to limiting factor qg , +90 -_ Remarks: Boring # 1 1 0-12 10 r 4/3 none sl 2mgr mvfr cs 2f .5 if .6 r .........; >::> 2 12 -25 7.5 r 4/4 none is os mvfr gw .5 Ground 3 25 -90 7.5 r 4/6 none ms osg ml na na .7 .8 elev. 1 Depth to limiting � factor +90" Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. AwNew Rich d WI 54017 Signature: - Date: 6 -22 -2000 CST Number: m02298 PROPERTYOWNER Derrick Const. , Inc SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D. # pending Depth Dominant Color Mottles Structure P,Dift� Boring # Horizon Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 3 1 0 -18 10 r 4/3 node sl 2msbk mfr cs 2f .5 .6 •1' 2 18 -33 7.5 r 4/4 none is 0SQ mvfr cry if .7 .$ Ground 3 33 -90 7.5 r 4/6 none cos 0SQ ml na na .7 .8 elev. 102 ft. Depth to limiting factor g g +90" Remarks: Boring # 1 0 -15 10 r 4/3 none sl 2msbk mfr cs 2f .5 .6 r 4 `? 2 15 -25 7.5yr 4/4 none is osg mvfr gw if .7 '.8 BEEN Ground 3 25 -84 7.5 r 4/6 none ms OSCF ml na na .7 .8 , elev. 10 ft. Depth to limiting factor +8411 vv'"'tt Remarks: Boring # 1 0 -20 10 r 4/3 none si 2m r mvfr cs 2f .5 .6 .S 2 20 -60 7.5 r 4/4 none is osg mvfr gw if .7 j.8 Ground 3 60 -84 7.5 r 4/6 none cos osg ml na na .7 .8 , elev. 10 ft. Depth to limiting factor +84 1, Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: l SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Derrick Construction, Inc. 1554 200th Ave. CSTM2298 s IWI S12- T30N - R 18W New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #31- Mrushy Mound Lake This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test vas conducted. X1 =40' ABM. =top of 1 pvc pipe @ el. 100.00 Alt. BM.= top of 1 pvc pipe C el. 99.65 1� 2 �� a% � � 3 Gary L. Steel 6 -22 -2000 i Now There is A Better Wayl (aT 31 + 81 0Diffuser , 4 units " ` .x 7 11 x 1 - 4 - 7 - or r s or greater storage volume + Open bottom eliminates masking or shadow effect `< + Louvers protect "open" side wa ails + Sidewall o surface an "pease uifiltrative minimize masking effect • unproved performance • Very economical Maximizes unmasked leaching ur The BioDiffuser"N � face of unmasked effective leaching esurfmum amount objective is to provide an open bott d unmasked sidewall to allow effluent to flow via $PECIFICAT $; capillary action in all directions. This has been Original Standard Unit achieved by combining the traditional, o en Length ........... 76" SOW Profile Unit � bottom with P Width.......... ••. Width .......... 76 a series of louvers along the sides. 34" Effluent inside the chamber flows to uncom acted Height ...........14 .••••., 34 �� ~ Hei ~ soil along the full length p Invert . ght ........... 11 g e. The louvers th each side. . are designed to allow effluent to pass into the B1ODiffusersTM 9 ~ uncompacted backfill while preventing it from of ep size, when installed e properly grades and �mpacte soils, to depths o over Migrating into the chamber. of 12" or 17~ withstand H -10 H -20 I respectively. factors 31,1 t t <, P*ivsbs Orlwb 1litasbr Tn Plan Septic T is And Gra ft In4round Soil Absorption Component Pursumm b Conan s3 S4 Wls. Adm. Code aach pri Onslle W T rea ft nent System (POW TS) stud include kd nnelion and ptoosdums for nvdrAI the � of Comm 83 � 84, and * aaxonS WO wiYt;n or PIF zonhv as � t�ern�ib #ar system w* an go alt Sad This nwrwg@RMt plan a npiias wo own 85.54. WhL Adm. Coft and the kft� round � � Mantel far Prune OnWle � T � Sol) Table 1: Permit hialnbor oho -Wft Flinn j_ 41 Flow ' o pow - o Soi« She of Oonwwgc Ts" 2: 9" AL P" O TaNc 1� - X30 1S0 TatbM 3: Yaiaoe Tank lilict BQIIeArlt Outldt i=iMer �' aerrioe arras 8 onus a and cfealn at anoe 3 sr" symy 1 yawn I" The SOpiic tw* shaft be meted by an kxWAdual certified to servm optic tw" under s. 2914$. 3ats. The " lends of the septic tw* shri be disposed of in soPondsnoe wtlh NR 113, Ytilis Atlrn Coda (9+ vicing or Ftofdir�g Tanks, Pumpaing Chs nbws, Onmwe ' ° Clerk. Sespqp Pf. Seepage Tmnct W Privfea. or Portable The OPWSWV ooxlon of the an=OuNN ithe sha8 be amase � � y jb o % w once every 3 yesm by i�paaion. The � . 7�e oslbitjpe not de to ^ e%W8 Wr* that MY sbugh off the IMw when moved Blom its sndosuie. � the 1. ttartepensm Plan far a Septic Tactic and Soil AbsorPdort Component fdrer is equ"W wr an slam *0 lid shah be serviced p the clam is aolivatsd oorrlir>voU* kpm,rifrarrt fAW sk ms erg! +rdir+de surge Ilow or an broww" oDW*Nmie alsrrn. The septic tank shah hays its oonbmt rantotrad when the voknne Of watt and sMxkp in ttte tank exceeds 113 the Nquid vrsti " lhte tank. a the GW*Wft at om tank Wo rtot neetoved at the tires of an aseaoarnwd, n+ainitrnatat p stsN a'dt+ies OW owner of when the rw* smylce needs to be pw*wnod b maintain lees then! nw Wmum scum and AX19 t aoou in the tank - kiaov^ riaers. access rieas end coma should be irapecibd for water Vgh& M and sourdness. Access apantings used for senrice and as000$"* R shah be sesisd we'W" M the corrtpleticrt of senyim Any ds mad unsound. defediys, or s+bod b tames frost be replaced. Exp Q*W access cpW*W Ip MW V m 84whas in dim m a r sW be seamW by an samcdvs indcing device b pravant sociderM or to nuftsimad erft into the tank any -emon how wift COM �aadatda floc anterirg a aonaged gmme. The ati■reeper's try the aepfie or o ar lrtr�aMwrirrt of beldWe I MW aaatlab ft" WSW Sad moans of a persoa i mm me /rem ia► of as a* immy he Afttw or "POSBOO& Tank oba xkxwn* tt shad be in acoordanoe with Comm 83.33. Wis. Adm. Code when the tank is no kmge+r used ae a POWTS cmmp~t. am • ton C�rMrM The sod absorption mnponent serving #6 Wucu" Is designed 10 aasept domeslfc wastewater *om a residentid fadity. The limit d operation of this component are' shown h Table I The longavAy of a ON alwmpOon component depends li"!► on proW and !!emery ,, WM tw lrtoa. and aitatem sae ,,- Wdn or below the Wnifs Of BIBM cperadion. Good water ocnasnMrl M pnalioes by ad and the kubkftn ofvmW conserving plumbing thc> jm acs My factor: in exftvWft #0 uOURA NO Of this canpcnw* The sal afxrorpbott corrmpcnent's qwaftn ffw N be assessed by iapecWn at leng onus emV tlMM year. T+ha inaMediott shat tntdude the breis d P If arty. n the obeenvWAW pipes. and a Mistral hop m ma* , m for any eWdowe of stxiace mm OF m 0 or merge **M the aoeryontent. on stawpty ebit#t0 silos, areeae of enoeion should be kbnlMiad and reported b the owner for l pain. The surface diadVMP Of dcnrsmdc or from the system is pnoft sd acrd cmrm* *d a ha~ heat hazard. T O k around or cyan *W soN abeonpfion con Vase! should be molded perdotriaV du*q *tasr rtwx ts. The or mmoval Of snow comer trier t COffW nay lead to hydraft tank- by trrexft This " of adduce ie uwj* jawpxwy. but is dMIOA Or impossi" nspak urrtll,M"VW catQei M kW". to gsmal, soil contpaotion awn Oft ©otrtponmtt wiN reduce dWUsion Of 010191M info the soil and diepsead osO. which MY lead to n1om ht m e. mW earthen, orgoft dogg v at the soil. 2 Manages pion #or g S I X* and Sad AbSCWM CwManent pwono d O.P400"d to au No dwut'S ** 0", o r w oon ton tW Of ft ooh S t WU M be &voWled sWM mot kwusw VIW t h e C=VWOr rmy ob*W wss**Ow Raw 7 4 d Li plu nb w P '-ITIFa *J L' tfl�lt 30-il t, t - d heplacement , i te 'will C-3T if site -, ju , ,t be grid istarbed, management/ contingency pj- must be modified and filed witn the 7.oning. ofk"i(e outlining tfte he takpri i of I v.; te - r fa i i u r- 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND . OWNERSHIP CERTIFICATION FORM Owner/Buyer &1 A4 y Nd Q IV-V Mailing Address / 44 S, Property Address 114 1 7 I (a 7+ A KL u -' (Verification required from Planning Department for new construction) City/State AL-0 )e `HAjd u�, � Parcel Identification Number LEGAL DESCRIPTION Property Location 5C '/4, M" %,, Sec. lZ , T 3� N -R g W, Town of 1�cEF^.to Subdivision V Ty7 . a'0 (AC Lot # . Certified Survey Map # _ . Volume , Page # Warranty Deed # G o Y , Volume /413/ . Page # /(09 Spec houseXyes ❑ no Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE 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 b a licensed . What you p ut into the . Y P�Pe! Y P system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and' by a master plumber, journeyman plimber, 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. Uwe the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards i;n P g � Ys set forth, herein, as set b the Department of Commerce and the Department of Natural R Y P Resources, . P� , State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of a three ear re eexpirati da . 4 11 12 -1 01- S14514ATURgW APPLIC DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the propS described above b of a warranty deed recorded in Register of Deeds Office. -z y / /z- a 2-� SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 1.2— a -... ,14 31PAG� 169 STATE BAR OF WISCONSIN FORM 2 - 1998 Cst?42. KATHLEEN H. . WAL WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI 'This Deed, made between David L. Naser, Grantor, and Brushy RECEIVED FOR RECORD Mound Partners, , a Wisconsin limited liability partnership, Grantee. Grantor, r a valuable consideration, conveys and warrants to Grantee 06- 03-1999 9:30 AM the follo cribed real estate in St. Croix County, State of Wisconsin (The WARRANTY DEED EXEMPT i4 ` CERT COPY FEE: " See atta hed Exhibit "A" COPY FEE: , TRANSFER FEE: 1047.60 - - A VIV PAGES: FEE: 22.00 Recording Area Name and Return Address p Hendrick W. Van Dyk VAN DYK, O'BOYLE & SILER, S.C. v ' Post Office Box 127 New Richmond, WI 54017 V" of 020.1037.30.000: 026- 1037 - 91,000 W and 026 -1038 -10.000 Parcel Identification Number (PIN) This is not homestead property. f Exceptions to warranties: Subject to all easements, restrictions and covenants of record. Dated this 28th day of May , 1999. *David L. Naser * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) David L. Naser STATE OF WISCONSIN• ) ) ss. j County ) authenticat d this 28 , day of Ma 1 1999 . Personally came before me this day of e , 19_ the above named W to me known to be the person(s) who executed the foregoing * Hendrik W. Van Dyk instrument and acknowledge the same. TITLE: MEMBER STATE BAR OF WISCONSIN (If not, r; authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Notary Public, State of Wisconsin Hendrik W. Van Dyk My Commission is permanent. VAN DYK, O'BOYLE & SILER, S.C. (If not, state expiration date: Post Office Box 127 - -> New Richmond, W1 54012 (Signatures may be authenticated or acknowledged. Both are not necessary.) r g O .r rt c �S rt G Q fD A� W M fD rt QQ r �. UQ Sv 'l� �• h :J \ ht `� C rI-D n n fD (D n ID o CD Z) do rD CD CD D rt CS Sr n `c cn (D O o° 7C Sv n co n m f�. 5D & o (D 0 o n o o r c cn ° °' o pr rt 140th Street t I Q y a s U N ' NW 1� 4 O °f ct ,e N �° SW 1 / �p 1 �4. 1 14 of Cw► ^ty G of the N 4. th° and �L - -ra w ° 1/4th° NW f vn° Sg R� R ted P °E f4 S �'th° Cl W A /� 4 18W. � ° vstd , 0 Low the N °rt of ry q 1. s ,gc P° the SW 1 /^ • 1— A WT 61 NE 1 �4. 00 U-0, ww9MG�>E,o�so�° ow P T oll' dqt lMa �p 66 1 COO. 00ML)AOT 12- ' Or 10 01 ply O -r 31 4e go- igo sm O-r So iWA 10 So. R. \\ 1 / + \,.•• ' • 10 0 � O r ki i I � - � 1'.A '�` / ,747 ai�� F.FS / \ / \ 1 , oar" - \ S �/ / d am / 4 Q $ / lex S7425 3MW ' 1 avor o f t 1 t — — / y'••., 7 yFI.3 .,j �+ 4 1 - N e, em s / 1.90 O WO N \ sg r SO '•S n \ 1 Z , 1 + 1. 23 90.7: a � MACE EASEMEN k 80 '�� g4F F' , pT 99 �' ' 7 oF►4 FZ• FF• Nw ,/4 �- so. FS. h es4 � 7 SW 114 OF or lW , N`"" V52- F�f2,L LOO 343.5` F17% M I W o. -33 -W Ij cn \ nUNU AL7MpdT