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020-1133-00-000 (2)
Wis. Dept of Safety and Professional Services SOIL EVALUATION REPORT Page ~of3 Division of Safety and Buildings n ance with SPS 385, Wis. m. Code County Sr ~!!o X Attach complete site plan o 1/2 x 11 inches in size. Pla include, but not limited a rid h 1.1 ference point (BM), on an 71 parcel I.D. ,c percent slope, scale orsio orth arnd location and distq nearest ~j 3- (O~ o Please print all information. S 0Oj ev~ew Date Personal information you provide may be used for secondary purposes (Privacy EfV . 15.~ (`ta(m)). / Property Owner / Location 6- 1 /4 S Td 9 N R 9 j~ (o n/.(//LE' J E!/fRSo.J Govt Lot sZ- 114S Property Owner's Mailing Address Lot # Block # Subd. Name or f - G & -!/T, 33 dA.1 ,e- DD/ jla.J City State Zip Code Phone Number -Elmy 4 a1 Wage ®Town Nearest Road Lit ^0.40 4tI .S 717 (/.f ) - -s~fW 9 c.) 9QO ltaAl 1! ® New Construction Use: ® Residential / Number of bedrooms Code derived design flow rate 1/SO GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material ©&;-ZJAX W Flood Plain elevation if applicable /1114 R a General comments ~,✓G.ra a ✓O ~Ow rS and recommendations: / lO y,~.~/fr lo.4401rC a,f rf; p~E~,-s ~,ff~ usN To B~ /lE/'lDUEO /~EGoov/~/d.~D S ~p If.3G /.f~ELa/./ G/EADE 6.iJ La,,fTe.r,C a Boring # ❑ Boring ® Pit Ground surface elev. 9G. ft Depth to limiting factor > 7G in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure nsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 02 dY/t /.3 S/ 6 v r - D 3 y~- 6 a YX s G /a - 6/~AdCI -3 a Boring # Boring Er pit Ground surface elev. 98, y ft Depth to limiting factor > 7L in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. ff#1 ff#2 a -f/8 oY~c 3 3 s l ,2 k ".4- 3 6 / o Y*- 6 Ar -!r4 7 1. l * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 1 * Effluent #2 = BOD < 30 mg/- and TSS < 30 mg/L CST N (Please Prtrrt) CST Number ~ssE~~ ay97 Address Evaluation Conducted Telephone Nun~er /So3 ~t y a its C✓I 4/70/ '7 s 83y-~G/o SBD-8330 (RI 1/11) Property owner .40w 'A.' ~EUElt So,J Parcel ID # Page -1 of J Boring # ❑ Boring ® pit Ground surface elev. 99.8 ft Depth to knifing factor >7G in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure nsistence Boundary Roots GPD/ft 2 in. Munsel Qu. Sz. Cont Color Gr. Sz. Sh. UK" If W2 / 6-/9 a - sl G o .7 'e .3 6 G o M 3o/A/ s 6I i - - G o Boring # ❑ Boring ❑ ❑ pit Ground surface elev. ft Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsel Qu. Sz Cont. Color Gr. Sz. Sh. F-I Boring # ° Boring ❑ pit Ground surface elev. ft Depth to 6rrritgrg factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure ce Boundary Roots GPD/ft Y in. Munsel Qu. Sz Cont Color Gr. Sz. Sh. R#1 * Efluent #1= BOD s > 30 < 220 mg/L and TSS >30 < 150 mg/L • Efluent#2 = BOD s < 30 mg/L and TSS < 30 mg& The Dept, of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. sari-e330cru1111) N h 's1 'V n P. H +I 4 O m C+1 H H C7 C~ tzl ° a t74 x ca xs ^ H t-s 'It o - v o t*j C C a ~ L w p` r ~o L( , a~ ~ o' er w v o T \ ~ o ~ n ~ y A A 0 V~ y . a y a a I I11 O o ~ Iw G5/_1/2013 08:21 FAX 715 377 4TU7 KELLER--ITILLIANS INT R; 1"j kgjuEJa1uu1 1 hereby certify that this survey was prer' d by me sr under my direct ,6upervislon, that it Is true and correct to t.,e best of my knowledge and ~~F WlSc belief, and that I am a regis'ered land surveyor under the laws of the State 1~:.d•'°"'* ;~y o iscons:n. rn~',IX'LIQLAS J. ~Z 3 ZMLER Dout as I. hi 2145 gate 14UDSON, ter-- PREPARED FOR: ANDREW SEVERSON ~ 1500 OAK ST. HUDSON, W154016 c~ ST2 • '001'r s~zs2i, If zss+~a CURVE DATA 5.20, WIUS LENGTH =173.22' a # CENTRAL ANGLE =15'21'39" i1 CHORD SEARING = 579°52'30"E •x! CHORD LENGTH = 44.30'(46.33') ARC LENGTH = 46.44' F t ~ tri C?t to rv to at w LOT 33 M rv F m= p D ~ MOE f M aM 1/1 Z H9so~ $ G It- 8V `NZ SCALE IN FEET 1" = 50' LEGEND M~ FOUND 7-319" OWSIDE DIAMETER IRON PIPE ~Q Q 50 (J POUND 1-1/4" OUTSIDE DIAMETER IRON PIPE s d r FOUND 1" OUTSIDE MMITER IR09 PIPE ( ) PRVA OUSLY RECORDED DIMENSION ' 1 Parcel 020-1133-00-000 06/11/2013 09:36 AM PAGE 1 OF 1 Alt. Parcel M 18.29.19.642 020 - TOWN OF HUDSON Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - SEVERSON, ANDREW W ANDREW W SEVERSON 1500 OAK ST HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist# Description 920 WILLOW RIDGE RD SC 2611 SCH DIST OF HUDSON SP 1700 WITC Legal Description: Acres: 1.180 Plat: 04-025-WILLOW RIDGE 2ND ADDN SEC 18 T29N R19W WILLOW RIDGE 2ND ADD. Block/Condo Bldg: LOT 33 LOT 33 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 18-29N-19W Notes: Parcel History: Date Doc # Vol/Page Type 06/14/1999 604887 1434/60 WD 07/23/1997 1102/455 WD 07/23/1997 849/271 2013 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/17/2012 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.180 15,600 0 15,600 NO Totals for 2013: General Property 1.180 15,600 0 15,600 Woodland 0.000 0 0 Totals for 2012: General Property 1.180 15,600 0 15,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00