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Home My WebLink About040-1007-60-225 1479 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steel's Soil Service,Inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St. Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Pleas eprii --, iewe Date Personal information you provide may be used't'ior i " a4 phrposes(Privat taw,s.15.04(1)(m)). to ? �/ t Property Owner Property Location Vevang, Larry # m 4 2004 Govt.Lot na NE 1/4 NW 1/4 S 3 T 28 N R 19 V 3 Property Owner's Mailing Addr ss Lot# )Block# Subd.Name or CSM# nLa 594 Gilbert Rd Zj na CSM wf V Qi, City a e ity I Village a Town Nearest Road Hudson I WI 1 54016 1 715-386-5235 Troy Gilbert Rd New Construction Use: Vj Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement J Public or commercial-Describe: Parent material outwash plains,stream terraces and areas of pitted Flood plain elevation,if applicable na General comments and recommendations: Conventional system, system elevation 9_1.60�ft.Trenches spaced and depth to code below grade. Boring# I Boring Pit Ground Surface elev. 96.60 ft. Depth to limiting factor 115 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftl in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. `Eff#1 -Eff#2 1 0-8 10yr3/2 none sit 2msbk mfr cs 1f .6 .8 2 8-32 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 32-43 10yr4/4 c1 d 7.5yr5/6 sicl 2msbk mfr di na .4 .6 4 43 3 7.5yr4/4 none slAs 2msbk mfr gw na .6 1.0 5 6 -115 7.5yr4/6 none ms osg ml na na .7 1.6 Fil Boring# Boring .J Pit Ground Surface elev. 96.60 fl. Depth to limiting factor 115 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-16 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 16-51 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 1-115 7.5yr4/4 none sl/Is 2msbk mfr na na .6 1.0 I vt.: a-41 S Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature CST Number David J.Steel 248956 Address Steel's Soil Service,Inc. Date Evaluation Conducted Telephone Number 994 200th St.,Baldwin,WI 54002 8/18/2004 715-684-5680 Property Owner Vevang,Larry Parcel ID# Pending Page 2 of 3 � 3] Boring# --1 Boring Pit Ground Surface elev. 93.50 ft. Depth to limiting factor 115 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-24 10yr3/2 none 1 2msbk mfr cs 1f F.6 .8 4- 10 r4/4 scl 2msbk mfr w na .6 2 2 39 y none 9 3 39-115 7.5yr4/4 none sl/Is 2msbk mfr na na 6 1.0 F] Boring# - Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F-1 Boring# I 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 D in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<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. • i Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 994 200 th St CST-POWTS Larry Vevang Baldwin, WI 54002 Lic. #248956 NE1/4,NWl/4,S3,T28N,R19W Bus.(715) 684- 5680 Town of Troy,St Croix Co. Fax(715)684-3449 CSM Lot,2 Legend I"=40' ♦ =Benchmark Ele. 100.00ft Top of 3/4"PVC Pipe 9=Alt Benchmark Ele.99.80ft Top of 3/4"PVCPipe ❑ =Borings Boring Elevations B 1 =99.60ft B2=99.60ft B3=93.50ft B4=00.00ft a i m m `i)M t m X zi ---q o r- w � 7D m p X oz = z � Z m o Q) X G1 m _ S n = Z � D m m 0 ``" oA 0C (r(� OD p < 0 m - r x Z ccn a ccn aNi a�i ry D Z z O O cGOnm mC S v Zmo N S� � O i ^ p o K) N rn °' O O �_ v — m O7q �_ C 0 ;' C " 0 0 A o o°O_ ns I" O m m < z S �o On Z mW-iz (on < !� )1>�. rn m q m -� Di m 70 O rz Z0 7�oOS0 OrmC y m m m D m v O z m C C v cn L<� mr� Z �( o m zW m A0� _qz m —� m r O 0 m m X> �cn a, CC oq alMG) M O Z -Ti _n nm a oD C m 0 OC O O� c� w m� Z d 0? c° occnnN N O D o O m o� z Z �� m °' o � O OD� m m z n �m m om cncn �_ cnornn 0O Q En 00 in in OD p w w o 77 C) Q� Z 0 � - w N me 4c 0) o ns m / BEARINGS ARE REFERENCED TO THE (f) 3: m m m / NORTH-SOUTH 1/4 LINE OF SECTION 3, �'I m / ASSUMED TO BEAR S00°02'36"W. Z 0m " a�imccnwwNO A CA W V J nj p W - - ^ m m m ( lti�� `/ - :� so- So 0 -1 O W C = x zic .(00) 0 q i C3 9A S m D = i m p �;a�� b >0 N m D m 0 -n ' oC� O I�G� q I'b O nO m Qe /ST // Z N It 9 ti .' ,6 m O 4 m O m //'F C'' /�3 /A In 'Z� N p p p l o o Oc� ;I p W SS�'7� '6Q 9q cb 66' N`�J JS 003f7 D i (� \ '�\� Z m ;r,�+ `� 2`44, -4ce Sy.� \ W ro� v' rd .m4b� oW , ca cn•h o � 46' N -n }� ' ' /� --• D Cn D A lU m Q D m/ F3 '� il �? :n > � ; 9:o Ln D v ; o D � D J dll n A I - QQ v',m zs L W '�a ,m,,o 0 m C) itl n A T I i— � — S00°0236"W 1045.45' Parcel #: 040-1007-60-225 04/07/2008 03:58 PM PAGE 1 OF 1 Alt. Parcel#: 03.28.19.37C-30 040-TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 11/11/2004 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-VEVANG, LARRY M &SANDRA LARRY M &SANDRA VEVANG 594 GILBERT RD HUDSON WI 54016 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description 586 GILBERT RD SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 3.010 Plat: 4878-CSM 19-4878 040-04 SEC 3 T28N R19W PT NE NW FKA CSM 17-4564 Block/Condo Bldg: LOT 03 LOT 1 (10.760AC) BEING CSM 19-4878 LOT 3 (3.01 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 03-28N-19W NE NW 03-28N-19W NW NW Notes: Parcel History: Date Doc# Vol/Page Type 11/11/2004 779661 19/4878 CSM 10/25/2004 777940 2681/623 EZ-U 07/11/2003 729887 17/4564 CSM 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/06/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.010 60,500 0 60,500 NO Totals for 2008: General Property 3.010 60,500 0 60,500 Woodland 0.000 0 0 Totals for 2007: General Property 3.010 60,500 0 60,500 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 7 AUG 2 52003 r I 29867 VOL 17 PAGE 4564 ST.CROIX COUNTY KATHLEEN H. W—" REGISTER OF DEEDS SURVEYOR'S RECORD ST. CROIX CO. MI RECEIVED FOR ECORD t o 07/11/2003 10:25AH ' m Q CERTIFIED SURVEY HAP N i §m REC FEE: 13.00 zC w x c m QQ m �' PAGES:FEE: 3.00 ° v° � �z m N loll m cn o 0Z g� Z � _ r z zA f.c �pv�' 1 0 BEARINGS ARE REFERENCED TO TH7 D m o �" lts�,.•' '••• ' NORTH-SOUTH 1/4 LINE OF SECTION 3, AS TO B R S00.02'36"W. 0 a 0 m a o v = v So, to Q z 20 �,, o i brit a `i \ f umi r m •: OQ�s� %U'"j / .� fj) m !rte � . ��, s�;�• ��tiF O�� :�• ��/ �� o ao N AI `''• / / o -n r. 14 50, o - •i(� O IJ�I! r � p 0 0 0 In E g Nm _ I o W19414W 160.09' I I L°� m w C.0 NORTH-SOUTH 1/4 LINE �o n _ S00.02'36"W1045.45' — —�— � � - - - - - - - - - — . — — — . I —S00'02'36'W 5148.18'— --�� NOTE: THE PURPOSE OF THIS CERTIFIED SURVEY MAP IS TO RELOCATE THE LOT zz LQ 0 LINES BETWEEN PARCELS KNOWN AS PARCEL#5 RECORDED IN VOLUME c O w m 474 ,PAGE 390 AND PARCEL KNOWN AS PARCEL#7 RECORDED IN BOOK 509, PAGE 254 AND VOLUME 1036,PAGE 134. z o Z D PARCEL#5 RECORDED IN VOLUME 474,PAGE 390 AND PARCEL#7 m RECORDED IN BOOK 509,PAGE 254 AND VOLUME 1036,PAGE 134 ARE r OWNED BY THE SAME INDIVIDUAL. 00 -\ S CURVE DATA TABLE NUMBER C1 C2 C3 C4 �17 IN -a z N cn RADIUS 1178,92' 603.62' 603.62' 603.62' 0 m w C z m CENTRAL ANGLE 12.36'00' 60'24'00' 53'27'59' 06.56'01' t A CHORD BEARING S82•26.06•E 528•32.06•E S32•00.06,8r E SO1•48.p6.8.E n CHORD LENGTH 258.74' 607.27' 543.06' 73.00' 0 ' N •m 2 ARC LENGTH 259.26' 636.32' 563.28' 73.05' TANGENT IN S58.44'06'E S58.44'06'E S58.44'06'E S05.16'07'E n TANGENT OUT S46'08'06'E S01'39'54'W S05.16'07'E SO1.39154'W VOL. 17 PAGE 4564 �!