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HomeMy WebLinkAbout032-2176-15-000 (3) w , P E:ivEo,De .. a L/y J 6 D / / R 2 t't 0fl ie'7 c/s, To/t, 8,9A/se-Ai S7- 'FV ev/:vfr-, Akti. 55;o 6,e, ( SI. 3 88 - /Caoa Wisconsin,Department of Commerce SOIL EVALUATION REPORT Page / of 3 Division of Safety and Buildings f in accordance with , ,,Airin �.. �/ C�o/ X. 4'C1 F... Attach a.)mplete site plan on paper not less than 8 1/2 x 11 In es In s¢e.Plan must indude but not limited to:vertical and horizontal reference po t(BM),direction and parcel P.O. percent slope,scale or dimensions,north arrow,and location nd dist�pcp to rie�es,t . / /� 0 J�ii� Please print all information.i vie Dat �] X Personal Information you provide may be used for secondary purpose (Privaayi.as;(Ii 15.04 Mire)).T ,� 461,yh^' ( � / U�' L tipheon Property Owner .S / 6/,4/,0t' ( FF) 13oARPAI4 Govt.Lot 1/4 1/4 •//361 N R /9 or)W Pro rty Owner's Mailing Address Lot# Block# -Subd.Name r f'�• ke so - /Coo +c., ,4 U-2 • 1 5 ,° r– City Ain f State Zip Code Phone Number ❑City ❑Village 53 Town Nearest Road Riavii UP 1W/. 1 59017( ( 7/5)2YG •5-386 Seri&-PS-e-7-" i /4,o - 41-se . 0 New Construction Use:0 Residential/Number of bedrooms 3- yr Code derived design flow rate_� " Cv 4 0 GPD ❑Replacement ❑ Public or commercial-Describe: ___ Parent material SANDY 4' OU rwitfl. Flood Plain elevation_if_applicable i_/ ___._ ft. General comments and recommendations: • 440e1 7 57 ) SO I r p,Q/,e /3f -4:11 ,i)fIedU,ci D coif,ou r-io,.,4 L. 'P o. ce, . r.s• — T3 f'o.1); Fp 0 T y, &--- cEi/s. / Boring# 0 Boring 71.75-ft. >go g pit Ground surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f? in. I Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 / 011y /DO rY -- L /cshx- ik ofw 3f • Y , C, 2- / • vio /Qy - 5/L... a-?e,f hie 411- e 14) / f - s • a 3 30.37 /o yie f --- se_ /fs4E- /. 4tv — • Y • 9 37..E ?site - 4Cs /,c f,P d s cc — . 7 . . 5 SD to /0Y,e 5 44 — 4QI. 5 D, 5-- IJ — . 7 /•Z i i L (Q0 /',- le • 0.7 �— ; j— t4.` ,' -mom . g3 � glo `i /4j- Z Boring# 0 Boring fr..7S 7 py it Ground surface elev. ft. Depth to limiting factor / in. ( Application Rate Soli Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Mansell Qu.Sz. Cont.Color Gr.Sz.Sh. *EMI •Eff#2 / C) // /Oft Y/f.` Z /7'she, d4 /41 cif - Y • .4. - // is /a ye / . .5/L. /fJ t /1117`i• Cs / f , - • 3 /5• .17 7•5 I . $/L 2.1:541-• 41.0e • CS — • • cj • 1/ �7•y/_7-S yR Ke s Z_ /icyie 4.0 7c/e ' s — . y • C s Y/.sy /0y2s/y . s o, sl i.e -- • 7 11• Z •Ef cent#1 =BOD5>30<220 mg/I.and TSSS>>30<150 mg/L •Effluent#2=BOD5<30 mg/and TSS<30 mg/l. CST O/.7�/6 Print)T— i/��/l`j/ Signature / '' • % CST Nu S i Date Evaluation Conducted Telephone Number Addca Ulbricht & Associates )641.J /g -'6,3 7/S. 771.. 35/zj2. Private Sewage Concultant3 2812 10th Ave. p e 1- 2.0 Ya• FD •DAD Spring Valley, WI 54767 LJ ec /�/g sg Se-C. // 3 se /sg see. // For issuance of permits and designing - 011-5* p• o i S Contact:Ulbricht&Associates S�j �� ,sEC /L-' °3 Z S Registered private wastewater consultant and plumbers / _ 032 -2°1/5- Yo. -. • 2812 10th Ave. NU A'' yz0/set) see. /z- Spring Valley,WI 54767 SC Z 715-772-3442 lip}754) 5 /N 30,61 — " 032. - _Le y$ • yo ORIGINAL -. Ao,q-,2 Diti,4/1) .1 o 7 1 5 3 Property Owner_ Parcel ID# Page 2-of I 3 ° Boring # YO pit Ground surface elev. ' Z" ft. Depth to limiting factor y1� in. e Soil Applicalion~ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munseli Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 / 0.j2 /0yt y/ / L ifske 4ssi ce /f , . y' • c 2 IA• L3 /a ye v4 5i1- /cshk 44+)e-/' cc) — • Z- • 3 3 l3 .Y2 7.50 7/ — 56 2'FshL- M,v7it2 ey.c — .. S 7 ✓4-9', h9ge w -- d• 5 O,Si . eli 7 /• *z. , ■ -/id‘, / s . riti-f-,ii.- ; ,36 ' //o n. •I Boring# ❑ ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dininant Color Redox Description Texture Structure Consistence Bcandary Roots GPD/ff in. (l�iausell Qu.Sz. Cont.Color Gr.Si Sh. 'Eff#1 'Eff#2 • d 1 L Boring# 8 ',:„'ng G round surface elev. ft. Depth to limiting factor in. . , Soil Application Rate Horizon Depth pojninant Color Redox Description. r exture Structure Consistence Boundary Roots GPD/ff in. unsell Qu.Sz. Cant Color Gr.Sz.Sh. 'Eff#1 'Elf#2 A - _ I - I All . . . ❑ Boring 1 Boring r ,. . Si ❑ Pit Ground surface a ft. Depth to limiting factor in. I s Rate • ..4 Dominant Color R x Description. Texture Structure Consistence Boundary Roots l GPD/ff i � � Gr.Si Sh. 'Eff#1 � 'Eff#2 M. MunseN Qu. -z. Cont Color _:i 41 i , . .. ,k, 4 • . . •E f f l u e n t r#1=B O D•>30<2 2 0 not and T S S>30<1 5 0 I n a p t •Bl uent t =MR<30 ungt .and TSS<30 not 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 608-266-7151 or TTY 608-264-8777. • sIDJ7uera.eeou , f cep a 1 Q. v I --4-o ■ CI 1 a 1 * O , 1 140 ,A, _% Y ........ til g . V'\ 1A\ O 1 ,IV Q LIN N s \ j7-- , \^ n1 D � i ____N=„,__. IN bo x4.") t o • ig�[ OH > ko co voILo '11C1), XQ. 2@g, co 0, o � ° zo• o z ^ , T N o0 O i-j> O wW Z w22 w sW AREA=0.13 ACRES T 2 TO BE DEEDED TO OWNER 5815 SQ.FT. 1 OF CERTIFIED SURVEY MAP TEMPORARY ROADWAY EASEMENT TO IN VOL. 10,PG.2951 BE USED TEMPORARILY FOR ROADWAY PUROAD CON INUIING TO THE EAST TON OUTLOT 2 0.28 ACRES N88°57`31"E 660.05' 3.24' 3 w — 397.00' — O /7" , I ei LOT 14 co 3.5 ACRES V • C.B.A. =3.5 ACRES io ® ` 01 ►1, 564.63' 66 00' W ,i_ O • N• w _ &I • F- LOT 15 N l 3.0 ACRES ® ; C.B.A. =3.0 ACRES N ° In • 570.18' M • ti t0 1 I N • o n ._..._ N O • LOT 16 in C Q. :9H3dO13A3aI :SI:13N. G dg'@ :5�IL',110 l CJ JI�V1�1 / I • ZL NOI103Sv/LMS 991 JO 3NI1 HifIOS \ w 3NI1931N3O ONIISIX3� ,' M,80,vLe68S ,81.'£33/1M80,171068S - 3f1N3AV HJ.O9 L s Of6L£L s •°-- °• } } ---� 1.9'4 LE 1 .£-03Z 3N90 1 ONI1SIX3 9A190 013I3 3SflOH d QQ a3HS 310 s3aav 96o='v90 Z ZZD p _ 0 O A 4 01 w n m N Og 2Wfv°�A sfl IP. °106A G�1 rti s3aav o£=.d9. lh O ry,I © Ca S3a0V o£ co CO bOa >7 I ® 1.3101 EM J v la W (p S9380V o'£ ® igi to • 33101 0 ,179'ZLE/1ML1737E0689 .96'9EE • �_ .9♦ b'IL ® -& o6;a ® ® N N ,C-. o• • ® .a 091 6a • 4'o0'r, -ma 4906=30V L Z-V 9 0 S • S3HOV 0'£ CO • 0 03101 ; ,. £Z'L6Z / •LL'E99 ® • v7 • • a . 4906 0 91 ,... - {a S3HOV 1.Z="V'9"O J tt tii ch W 01.. / s3a0V 0'£ Z$ • �� co N 01 61.101 / / i Ol :V N p • / co 9H9Vvz=Vito . / s, S3F10V 0` ® ./ \/ 91.101 • ® .96'88£ • m • .0 — if / 4. i • L9'Z179 • •• O S390V09=V�90 /• / .. \ S3NOV 0'£ f / j • LG ® . N N • 0 / •�C� i I E ,Lb'9L9 Al CO 0 • I I RI o to s3kis3 C L£V 9 O ® ®•• et -4: 0.N 0 91.101 Q 0 oi s3aav£z=V 9'a E m I I 1' . 6101 N • A V • 40 61'0L9 • I h2 0 • I I I sSA• • —9/ 71' I I 0. • Parcel #: 032-2176-15-000 03/26/2008 04:58 PM PAGE 1 OF 1 • Alt. Parcel#: 12.30.19.1500 032-TOWN OF SOMERSET Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 01/28/2004 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner 0-TI MAGNUSON ENT INC TI MAGNUSON ENT INC 1638 83RD ST NEW RICHMOND WI 54017 Districts: SC=School SP= Special Property Address(es): *=Primary Type Dist# Description * 1629 83RD ST SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 3.070 Plat: 09-099-LAKESIDE ESTATES 1/22 032-04 SEC 12 T3ON R19W PT NW SW LAKESIDE Block/Condo Bldg: LOT 15 ESTATES'04 LOT 15 (3.54AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 12-30N-19W NW SW Notes: Parcel History: Date Doc# Vol/Page Type 11/10/2005 811724 2925/680 WD 01/28/2004 752813 9/99 PLAT 08/22/2003 736985 2385/383 WD 09/27/2002 692047 1991/540 QC more... 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.070 60,300 0 60,300 NO Totals for 2008: General Property 3.070 60,300 0 60,300 Woodland 0.000 0 0 Totals for 2007: General Property 3.070 60,300 0 60,300 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