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HomeMy WebLinkAbout022-1083-30-001 \ / C) g &\LU k8 m / 2� � $ [ (D c ` & J ( . 0) 2 ( 2ZG G r - E2 k C\\ cn 0 ) z 0 '00 ID LO 2 0a > � # ]k� 7w%ƒ ; § S m � � / ƒ �\ [ } \ 2 2 m v 0 a. ) - o 00 « § a m )§ ; M p m \ \ �// oz 2 � � J £ { §\\ J 7 » ° k § @ & ) \ & k. o ca o 7)§ 2 �m CL = - § A } 0//ƒ ) k § , . , � a. k ' 3 n § B E 2 / a m $ } } \ LO ` E ) k ƒ E _ k ~ - ® co @ o 0 a - 6 7 Lo k ®� k A ( 00 § - / a a a a ■ ( L co j g k i 10, ° � > \ \ \ \ \ 6 = E R = $ § 2 @ 0- § a 2 0 } 0 k 9 « ( ° ) 0) k § E e ( \ k / / / § ) } § § Q_ _§ ° / j \ 6 I k k f ) § § § ƒ ) § 0 2 / I / 2 \ . « � a 7i a - , _ _ " ( m ( ( a § k o Q a ■ [ o m u 0 0 992042 BETH PABST REGISTER OF DEEDS CERTIFIED SURVEY MAP ST. CROIX CO., WI LOCATED IN PART OF THE NW1/4 OF THE NE1/4 AND PART RECEIVED FOR RECORD OF THE SW1/4 OF THE NE1/4 OF SECTION 29, T28N, R1 8W, 01/29/2014 4:11 PM TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN; EXEMPT #: INCLUDING PART OF LOT 4 OF CERTIFIED SURVEY MAP REC FEE: 30.00 RECORDED IN VOLUME 9, PAGE 2543 AND PART OF PAGES: 2 LOT 4 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 6, PAGE 1754. CURVE DATA TABLE u.i CURVE# RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT C1 191.00' 23°11'10" S11°1225"W 76.77' 77.29' S00°23'10"E S22°48'00"W = o C2 80.00' � 190°07'58" N84°45'57"E 159.37' 265.48' N10"18'02"W S00°10'04"E O z czj Uj 33'33' ♦ `,,1, ��� Z: O cp 'w LEGEND �. GO �, °' cJ ,♦ ~ z o ST.CROIX COUNTY SECTION CORNER I $ v O POSITION VERIFIED WITH TIES OF w 0 p cm.,� I I RECORD OR MONUMENTED AS NOTED o w LL 40 LL co g I I I ❑ 3/4"X 18"IRON REBAR SET WEIGHING I ° �� o LINE DATA VA 0 w Z 0 cr Z I i I 1 50 LBS.PER LINEAR FOOT _ ° 00- - 0 0 (A) S86 37'02"W 14.95' co (B) 300°23'10"E 44.43' 0/�h� ��� �" x z? -0 I 0 1 5/16"O.D. IRON PIPE FOUND (C) S00°10'04"E 79.92' 00 j�0 s ��0�, z Q Z m 0) I (D) S89°46'42"W 66.00' g w l 1"0.D.IRON PIPE FOUND O� m 0 v 5 LZ Q g ml 'par I PART OF LOT 4_W.D_-DOC_#943233 Z o ❑ LOT CORNER OCCUPIED 43, ---- - - - --- a g I BY PINE TREE Q�'�o`',/' S88°41'42"W 668.21' — o I U) j wZ�i I l' I — - - - - - - - - - —G5 bb°�j ✓f G3 w5o 6 ¢� ° 00 sgl o z� N ^I � w m �I 0 O Z wi PART OF LOT 4_W.D._DOC. #990394 c T r Gr Z �I bi Oi �I y --- - - --- ----- - c N O� �Or 0 ~O Z A) S88°3702"W 618.30' `�' ti�3°r o — Q� w w vi emu' (B) 178.78' 211.56' 213.01' ,°�i' a g c�v l r 603.35' a O o z0 ¢LL ai 0o i Ci ¢ n O1 N � N89 050'46'E c,34.16' LOT 5 g irn 25.26 ACRES INC.R/W&ESMT. Ci Q Bo 1,100,514 SO.FT. N LO ,P\ 7 v o N T N 24.84 ACRES EXC.R/W&ESMT. N Iwo Icm 1,081,871 SO.FT. SHED Q L' 0 I W -/ "''of I o NW1/4-NE1/4 to ml -INi o a — Olr- T — SW1/4-NE1/4 — ra F'I OBUILDING CUB ? C ifl o OI I¢ I CO) `� HOUSE& z o i -N RESOLUTION OF ACCEPTANCE AND ^li Nr DEDICAT9NQFEAST91VERROAD REC. GARAGE _ QI — a cr I Nq IN VOL, 1831,PG.-22,DOC_#670361_ g v ¢ C2 / o wi / z ow of mil 159.76' 211.52' 212.96' 132.39' ___ OGARAGE = ti AV4-6 42'E�16_63'—- - -_ (C) °o LL a EAST RIVER DRIVE— — — O O CO (R.A.-N90°00'00'E) co o c� N �I o w LOT 1 LOT_2 LOT_3 �- LOT 4 — (D) �, b�0,��r z � ? I C.S.M.V 6,P. 15 9,DOC. #401433 n Z' ^ `'' i q w - ------- �----------LL Nla I p W p br Or H m N I O N W� I�N �O'i�bro' O N I- _ 0 w w w OWNER I SURVEYOR o W Q; �4 ���' w Z 0 RICHARD BLUHM&JILL PRINCE EDWIN C FLANUM °o a rrool g Der' O O °I= 1060 E.RIVER DRIVE NORTHLAND SURVEYING,INC. Q °r O1 i o 02 o° RIVER FALLS,WI 54022 P.O.BOX 152 ¢ o c° w Z? U) 0 AMERY,WI 54001 " H 66.00'! 396.61' z THIS CERTIFIED SURVEY MAP WAS COMPLETED FOR THE PURPOSE OF T N89046'421 462.61' MAPPING THE REMNANT PARCEL AFTER DEEDING THE PARCEL I (R.A.-N90°00'00"E 463.65') I a DESCRIBED IN THE WARRANTY DEED RECORDED IN DOCUMENT I UNPLATTED LANDS #990394 TO AN ADJOINING LANDOWNER.NO ADDITIONAL LOTS WERE i CREATED BY THIS INSTRUMENT. SCALE IN FEET 1" = 200' THIS INSTRUMENT DRAFTED BY EDWIN FLANUM JOB N0,13-76 DWG-CSM DATE 10/18/13 SHEET 1 OF 2 SHEETS 200 0 200 St. Croix County 992042 Page 1 of 2 Vol 26 Page 5999 Parcel #: 022-1083-30-000 03/10/2014 10:35 AM PAGE 1 OF 2 Alt. Parcel#: 29.28.18.451A 022-TOWN OF KINNICKINNIC Current ❑ ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 12/16/2013 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner RICHARD T, &JILL PRINCE BLUHM O-BLUHM, RICHARD T, &JILL PRINCE 1060 E RIVER DR RIVER FALLS WI 54022 Property Address(es): '=Primary Districts: SC= School SP=Special * 1060 E RIVER DR Type Dist# Description SC 4893 SCH DIST RIVER FALLS SP 0100 CHIP VALLEY VOTECH Notes: RETIRED 2013. NEW FOR 2014 022-1083-30-001 AND 022-1083-20-201. Legal Description: Acres: 29.571 M 0 � � S SEC 29 T28N R18W SW NE 11.003AC NOW KNOWN AS LOT 4 CSM 6/1754 ALSO PRIVATE Parcel History: ROAD EASEMENT ALSO A PAR IN THE NW NE Date Doc# Vol/Page Type DESC 1113/564 AS PT LOT 4 CSM 9/2543 COM 12/16/2013 990394 WD N1/4 COR SEC 29;TH N 87 DEG E 1305.92'; 07/23/1997 1112/553 LC TH S 0 DEG E 697.71'POB;TH S 0 DEG E 07/23/1997 790/190 621.22';TH S 88 DEG W 1306.29';TH N 0 07/23/1997 726/24 DEG W 617.58';TH N 87 DEG E 1306.16'TO more... more... Plat: "=Primary Tract: (S-T-R 401/41601/4) Block/Condo Bldg: *2543-CSM 09-2543 022-1992 29-28N-18W SW NE LOT 04 2013 SUMMARY Bill M Fair Market Value: Assessed with: 261977 410,000 Valuations: Last Changed: 09/07/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 80,000 301,600 381,600 NO UNDEVELOPED G5 14.571 22,000 0 22,000 NO PRODUCTIVE FORST LANDS G6 10.000 50,000 0 50,000 NO Totals for 2013: General Property 29.571 152,000 301,600 453,600 Woodland 0.000 0 0 Totals for 2012: General Property 29.571 152,000 301,600 453,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch M 210 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 zboggD VED OCT0? nll * 6 j t i;UiX COUNTY 'CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW1/4 OF THE NE1/4 AND PART OF THE SW1/4 OF THE NE1/4 OF SECTION 29, T28N, R1 8W, TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN; INCLUDING PART OF LOT 4 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 9, PAGE 2543 AND PART OF LOT 4 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 6, PAGE 1754. CURVE DATA TABLE CURVE# RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT Cl 191.00' 23°11'10" S11°1225"W 76.77' 77.29' S00°231 WE S22°48'00'W Q, N z C2 233.00' 25°19'09" S1 3°36'21.5"E 102.13' 102.96' S26°1 5'56"E S00°56'47"E =O O F- F.. 0 C3 80.00' 270°03'15" S54°30'54.5"E 113.08' 377,07' N09°32'31'W S80°30'43'W O U x E- w 0 33'33' LOT AREAS LL N1/4 COR.SEC.29 ALUMINUM MONUMENT FOUND I LOT 6 LOT 7 LOT 8 z O Lu c~i0i 3.12 ACRES 3.08 ACRES 2.63 ACRES INC.R/W w -F u- w LEGEND 1 136,058 SQ.FT. 134,229 SQ.FT. 114,626 SQ.FT. w f LINE DATA w F o co® ST.CROIX COUNTY SECTION CORNER 2.53 ACRES EXC.RAN ¢ D o w POSITION VERIFIED WITH TIES OF I (A) S88°37'02"W 14.95' 110,006 SQ.FT. <0 0 Q RECORD OR MONUMENTED AS NOTED— (B) S00°23-1 WE 44.43' cs - cs z (C) S00°56'47"E 66.61' z_ z ¢ c° ❑ 3/4"X 18"IRON REBAR SET WEIGHING I (D) N88°48'49"E 24.68' °C rnl 1.50 LBS.PER LINEAR FOOT C�' (E) N88°48'49"E 9.65' m Oz co 0 V�h �6h� (F) N89°46'24"E 66.09 Lo q 0 0l • 1 5/16"O.D.IRON PIPE FOUND p�3�Q �0°'� UNPLATTED LANDS-DOC_#943233 cc::) I _ �'e'/� I S88°41'42"W 688,21' O 1"O.D. IRON PIPE FOUND p, OO 1"STEEL SURVEY MARKER SET ✓ w W i !'j ° �I I ♦ SOIL TEST o Z co 04 °' z 0 >i o — PROPOSED DRIVEWAY c N LOT 4-C_S�1. r o 0 mil ) #489263 A S88 037'02"W 618.30' "' o w 1 (B) 178.78' 211.56' 213.01' a m 193.73' LOT 5 Z Cl � � ir i' m co 17.04 ACRES INC.R/W r N 742,055 SQ.FT. f / co_ F_ 16.26 ACRES EXC.R/W N T r 0 708,373 SQ.FT. v C" m v I MI of I C*co C2 LOT 8 w 7 !'� LOT 6 'D _'' �iolol `~ 1 (o ° /' c°°v ° zl vl i SHED r 1 `° C) r / o N o �1 ZI UI r n o QI OI O 3 Lo �I ( �.(E) w r v) to UIOIOI NW1/4 NE1/4 is o BUILDING c °WT�� W1 NE1/4 oo r rnQ b c o 00 °I>I GARAGE Z M r LL O ri HOUSE& M 4? tL• Q I O Nv N U) I I i O i c3 o W 225.14' / � z l 159.76' 211.52' 212.96' 133.25' 91.89' o _ OGARAGE _ 00 z EAST RIVER DRIVE 89°4 N6'42"E 809.38' __ m _ `, (F) ° ~ Op LL _ -------- (R.A.-N90°00'00"E 809.32') 1 —� M ` I LOT 4-C_S.M. ° N 04_ LOT 1 I LOT 2 LOT 3 �- LOT 4 V.6,P_1734 DOS#420233 ? c> C.S.M_V.6,P. 15 9,DOC. #401433 I r ti I Q w m = i _ ___i__________ I � to WI 1 M WIC OWNER SURVEYOR o W L" ;w LL 0 RICHARD BLUHM&JILL PRINCE EDWIN C FLANUM ° - co 1 ° O $ 1060 E.RIVER DRIVE o oI F o z CD I= NORTHLAND SURVEYING,INC. o �1 I o z RIVER FALLS,WI 54022 P.O.BOX 152 ? CO1 I c° Oz AMER' � �N//1.4 °o j w ♦` ���++++ / - v� w ♦�`1` g...«. $/ 66.00'1 396.61' N89046121 462.61' • (R.A.-N90°00'00"E 463.65') S1/4 COR,SEC.29 •• UNPLATTED LANDS ALUMINUM MONUMENT FOUND ,'". I .• Q � SCALE IN FEET 1" = 200' THIS INSTRUMENT DRAFTED BY EDWIN FLANUM 'j 7I�Id"'•'••��`��� JOB NO.13-76 DWG-CSM DATE 10/04/13 TS 200 0 200 ST. CR01 cotp FII.6%zz)oqqp MINOR LAND DIVISION o,in�.Use only PLANNING&ZONING APPLICATION Revised 01-29-08 SITE=INFORMATION , Total Acreage: 25.87 Size of Original Parcel: 28.87 Number of Lots: 4 Number of Outlots: 0 NW 114, NE I/4 Property Location: 1/4,_IF 1/4,Sec. 29 ,T. 28 N.,R_ 18 W.,Town of Kmnlckmrnc 5W Computer#: 022 - 1083 - 30 - 000 Parcel#: 29 . 28 18 451A Zoning District:(Check one): O AG. O AG.II (C)AG.RES. O RESIDENTIAL+(; COMMERCIAL O INDUSTRIAL Overlay District: (Check all that apply):O SHORELAND O RIVERWAY ( F LOOD �)ADULT ENTERTAINMENT Cj O 0��Qt� Make a AAA*the box 1 6 1 b S showing how the new lot(s)fit I with' t•AsT Q,�t..rt W''A�`"� I APPLICANT INFORMATION Property Owner: Richard Biuhm Jill Prince Contractor/Agent: 1 060 E. River Drive Mailing Address: R ver Falir WI 54027 Mailing Address: Daytime Phone: 71 5 529-5742 Jill Daytime Phone: (_) Cell: (_� 71 5-338-6427 Richard Cell: E-mail: jic-knciili@yahoo.com E-mail: Edwin C. Flanum Surveyor: Nnrthland 9inteylng Daytime phone: ( 71 268-2454 Mailing Address: P.O. Box 152 E-mail: eflanum @northland5urveylncJ.com Amery, WI 54001 Applications are due on the 1't Monday of each month. I attest that the information contained in this application is true and correct to the best of my knowledge Property Owner Signature: / Date Contractor/Agent Signature: G — Date 715-386-4680 ST.CROIX COUNTY GOVERNMENT CENTER 715.3864686 FAX PZ @CO.SAINT-CROIX.WI.US i 10 1 CARMICHAEL ROAD,HUDSON,WI 54016 WWW.CO.SAWT-CROIX.WI.US Review of aerial photos and topographic features if needed Other i l S:\zotishare\Subdivisions\Foraits-Labels-Checklists\Checklis s\CSM Cliecklist.doc a N 420235 /��-- CERTIFIED SURVEY MAP owm". '�.``� APPROVED � �. � PART OF THE SW 1/4 N E 1/4 SEC 29, T 28 N - R 18 W �d �,► DEC ��, 1986 KINNICKINNIC TOWNSHIP ST. CROIX CO. WI. ST. CROIX COUNTY OWNER : GARY a SUSAN WANG , RIVER FALLS , WI. C;DMPREHENSIVE PARKS P►INNIN0 AM ZONING COMMITTEE z ---J BEARINGS ARE ASSUMED AND REFERENCED TO THE EAST, 1/4 LINE, SECTION 29 r APPROVALS: TOWN CHAIRMAN cl ta7 TOWN CLERK /.(t-�Q-►ti: �. e c�Ir.�� S 0 0 0 00' 00 " E 1322.51, - - "i- ti 1322.SI'� 000, EAST LINE SECTION 29 � m O N M w - N OOo 00,00° W N ' o LL w 550.00 EAST LINE ,,SW NE LL pp w J z 0' o U) uj Z Q' 06. - W W W J _j vi d' Z it _j w O z a a in 00 0 - z 0 1._.._. i I O J > to O m V on 0 MO co O —tD e cD Q v> rz w �? t7 _ p — u z W w M o Z - NOVSE 0 ; N N U. U. 3 N o. 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Cam` (LZ, ) Property Owner Property Location ❑ El RICHARD T.&JILL PRINCE/ISLQHAI Govt.Lot ----SW 1/4 NE 1/4 S_32,_T 28 N R 18 E(or)W Property Owner's Mailing Address # IBlock# Subd.Name(--o CS J 1060 E.River Road 6 _- 4" City State Zip Code Phone Number ity ❑Village ■ Town Nearest Road River Falls, WI 1 54022 ( 715) 529-5742 E.River Drive El New Construction UseE] Residential/Number of bedrooms NK Code derived design flow rate NK GPD 0 Replacement Public or commercial-Describe: Parent material sandy outwash Flood Plain elevation if applicableA ft. General comments Conventional In- ound Trenches--0.7 loadingAat and recommendations: GL� to/ft � D `f—► w no 3y 2❑ Boring# 0 Boring Q Pit Ground surface elev. 930.90 ft. Depth to limiting factor 84 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-17 10YR2/2 sl If--msbk ds as 2vf-m 0. 0.7 2 17-2 OYR2/2 fsl 1 f-msbk ds cs 2v- 0.2 0.6 3 29-84 l OYR5/6 30-'-t g m 2 JOV, s Osg ml as 1 vf- 0.7 1.6 4 84-90 10YR5/6 fad 7.5YR4/6 s Osg ml -- -- 0.7 1.6 v w� -- 13 Boring# Boring 930.38 80 Q Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 1 0-13 7.5YR2.5/2 is If--msbk mvfr as 3vf-m 0.7 1.6 2 13-34 1OYR3/2 - sl If--msbk mvfr cs 2vf-f 0 3 34-80 10YR4/6 J 14LI S;y n- Fiew., Osg dl -- Ivf--f 0.7 1.6 4 80-90 10YR4/6 flf 10YR5/6 s Osg dl -- -- 0.7 1.6 *Effluent#1 =BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) SignatW CST Number MARY JO HUPPERT Hollister's Soil Testing&Design 224832 Address Date Evalua ton CoOlducted Telephone Number W9875 690th Avenue, River Falls,WI 54022 10-01 & 10- 13 715-426-1775 Property Owner_ Bluhm&Prince(Lot 6) Parcel ID# (Pending) Page 2 of 3 1 �s Borin g# Boring L--J E] Pit Ground surface elev. 929.20 f Depth to limiting factor 70 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-20 10YR3/3 -- is 1 f-msbk mvfr as 2vf-m 0.7 1.6 2 20-30 7.5YR3/4 -- 1t sl if--msbk mvfr cs 2vf-f 0 0.7 3 30-70 10YR4/6 0-- -l/ QU s Osg dl as Ivf-f 0.7 1.6 4 7 - 6 10YR4/6 m2d 7.5YR4/6 s Osg dl -- -- .7 1.6 VAL I F—I Boring Boring# Ppit Ground surface elev. ft. Depth to limiting factor in. Soil—Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F—I 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 GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 5 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. SBD-8330Test(R.07/00) Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner 3' fn (- -��! Legal Description A pm-, a= Ito Vg nr- -ii- rr;`` , (except where noted) ',t' '1n1, 'D IAa Of KINN tCKlNN 1C , � � A = Backhoe pit North Co � CY) o Co LOT �- � � N � N .�f 0 lop Q � C130 g� ite Location: 4 ILD J K°- N I 0 PART OF LOT 4 T c N A) o S88 037'02"W 618.30' C* (B) 178.78' 211 .56' 213.01 ' T- 193.73' 603.35' N Lo M co C1 6' E w Cn N 00 O CY) CV 0 o 60 . d- � C5 0 � �- ° LOT 8 w w r' T N = LOT 7 co LOT 6 CD co C ) O N Lo N i r T- p o O C) C . U) T r , W CV © co CY)— c6 • O , ,- N � j CY) N 1' N NQ N 159.76' 211 .52' 212.96' 13e - EA _ N89 046'42"E 716.63' _ co IL - --a- co �, — S T RIVER DRIVE (R.A.-N90000100 11E) co Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings ittiordance with Comm 85,Wis. Adm. Code VoriEal County a� � ST.CROIX Attach complete site plan on 112 x 11 inches in size.Plan must include,but not limited to:v I reference point(BM),direction and p ' I. , din percent slope,scale or n s,n arrow,and location and distance to nearest road. w, _ a print all information. ,,Reviewed Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location RICHARD T.&JILL PRINCE/gLC{¢/`41 Govt.Lot ----SW 1/4 NE 114 S 29 28 N R 18 E❑(or)® Property Owner's Mailing Address J'ot# Block# Subd.Name r CSM# O 1060 E.River Road -- City State Zip Code Phone Number ity []Village ■ Town Nearest Road River Falls, WI 1 54022 ( 715) 529-5742 1 1 E.River Drive E] New Construction UseE] Residential/Number of bedrooms NK Code derived design flow rate NK GPD 0 Replacement Public or commercial-Describe: Parent material sandy outwash Flood Plain elevation if applicable General comments and recommendations: Conventional In-ground Trenches--0.4 loading rate � _ 6 11 15 Boring# 11 Boring El Pit Ground surface elev. 925.22 ft. Depth to limiting factor 72 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-28 7.5YR2.5/2 is if--msbk mvfr cs 2vf-m 0.7 1.6 2 28-60 10YR3/2 s Osg dl cs lvf-m 0.7 1.6 3 60-72 10YR3/6 s Osg dl as 1vf-f 0.7 1.6 4 2.80 10YR3/6 m2f toYR4/6 s Osg dI -- -- 0.7 1.6 Boring# © Boring 925.43 84 16 El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f? in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 1 0-24 7.5YR2.5/2 is If--msbk mvfr as 2vf-m 0.7 1.6 2 24-37 7.5YR3/2 is If--msbk dl cs 2vf-m 0.7 1.6 3 37-84 10YR4/6 s Osg dl -- lvf-f 0.7 1.6 *Effluent#1=BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Sig CST Number MARY JO HUPPERT Hollister's Soil Testing&Design a 224832 Address Date Evaluatio nducted Telephone Number W9875 690th Avenue, River Falls,WI 54022 10- 10- 13 715-426-1775 Property Owner Bluhm&Prince(Lot 8) parcel ID# (Pending) Page 2 of 3 17 Borin # Boring g Q Pit Ground surface elev. 924.14 ft. Depth to limiting factor 66 in. Soil Application Rate j Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-27 7.5YR2.5/2 -- is If--msbk mvfr cw 2vf-m 0.7 1.6 2 27-48 7.5YR3/3 -- is 1 f-msbk ds cs 2vf-m 0.7 1.6 3 48-66 IOYR4/6 -- S Osg dl as lvf-f 0.7 1.6 4 10YR4/6 m2f 7.5YR4/6 s Osg ml -- 0.7 1.6 ❑ Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F-1 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 GPD/lf in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BODS>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. SM-8330Test(R.07/00) r r PART OF LOT 4 ) N A) S88°37'02"W 618.30' "' B 178.78' 211 .56' 213.01 ' � � 603.35' c\i M 193.73 CM � M 00 Cl (4 dam- - N 16' E N W ►' co `\N 0 N r . o O •• 60 N co 0 C'0 \ r N LOT 8 w LOT 7 ao LOT 6 co co o O O N r � LCD o O Lu �- ) A cn CIO i T r A ti N ♦ o ♦ co C6 O r Cy? MN p r d7 N Co 0')N , I N N I N�( N C . r 159.76' 211 .52' 212.96' 134 � N89°4642"E 716.63' _ M co EAST RIVER DRIVE - (R.A.-N90°00'00"E) co 4 , Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Cola• ST.CROIX Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but not limited to:vertical an tal reference point(BM),direction an Parcel Parcel 1. . (P ndin percent slope,scale or dimensi w,and location and distance to near�{j�acP d 2 2- �� _ 0- !ma� rent formation. r ii wed _Date 5T J Personal information y vide sed for secondary purposes(Privacy Law,s.15.04(1) o�x to 0 �J Property Owner Property Location • RICHARD T.&JILL PRINCE 1,6LU HA Govt.Lot ----SW 1/4 NE 1/4 S 29 28 N R 18 E❑(o)W Property Owner's Mailing Address / t# lock# Subd. Name CSM# ^ 1060 E.River Road 1 -- r 0 , City State Zip Code Phone Number ity 17 Village ■ own Nearest Road River Falls, WI 1 54022 ( 715) 529-5742 E.River Drive New Construction UseE] Residential/Number of bedrooms NK Code derived design flow rate NK GPD Replacement ❑ Public or commercial-Describe: Parent material sandy outwash Flood Plain elevation if a ' ble ft. General comments Conventional In-ground Trenches -0.41 dinTon and recommendations: Test conducted to satisfy County requirements. Soils vary-further investigauld encount bertter loa id ng rates. Boring �----- E Boring# ❑ o pit Ground surface elev. 926.33 ft. Depth to limiting factor 95 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10YR2/2 sl 2fsbk ds cs 2vf-m 0.6 0.8 2 6-31 10YR2/2 sl 1 f-msbk ds cs 2vf-f 0.4 0.7 3 31-42 10YR3/3 s Osg dl as lvf-f 0.7 1.6 4 42-95 10YR3/6 s Osg dl -- -- 0.7 1.6 3 Boring# Boring 928.43 90 Q Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-5 10YR2/2 is 2fsbk mvfr as 3vf-m 0.7 1.6 2 5-15 10YR2/2 is If--msbk ds cs 2vf-f 0.4 0.7 3 15-29 1OYR3/3 is lmsbk ds cs 2vf-f 0.4 0.7 5 29-48 10YR3/6 Is m-csbk dl cs 2vf-f 0.4 0.7 6 48-90 10YR5/6 - s Osg ml -- 1vf-f 0.7 1.6 Y3. -Z/Q0 *Effluent#1 =BOD >30:E 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Sign CST Number MARY JO HUPPERT Hollister's Soil Testing&Desi C 224832 Address Date Evaluatiah Zonducted Telephone Number W9875 690th Avenue, River Falls,WI 54022 10-01 & 10- 13 715-426-1775 Property Owner Bluhm&Prince(Lot 7) Parcel ID# (Pending) Page 2 of 3 12 Boring Boring g E] Pit Ground surface elev. 928.62 ft. Depth to limiting factor 80 in. Soil-Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 7.5YR2.5/2 -- is 1 f-msbk ds cw 2vf-m 0.7 1.6 2 6-19 7 5YR3/2 -- is lf--msbk ds cs 2vf-m 0.7 1.6 3 19-36 10YR4/6 -- is lmsbk ds as 2vf-f 0.7 1.6 4 36-80 10YR5/6 -- s Osg dl as lvf-f 0.7 1.6 5 80-89 1 OYR5/6 f2f 7.5YR4/6 s Osg ml -- -- 0.7 1.6 ❑ Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. -'go-ilApplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F-1 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 GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Ef l#1 *Eff#2 *Effluent#1 =BODS>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. SM-8330Test(8.07/00) w ~ PART OF L OT4 r *- o N A) S88 037'02"W 618.30' "' l B 178.78' 211 .56 213.01 ' T 193.73' 603.35' `n N LO / C 1 b-) 00 1.C) O 6' E N � `�' W 1 co N o Nt r` (D d- � co o W N LOT 8 W LOT �' w LOT ,,.,. co 6 C-0 cc; • co o O CV r ♦ N o O W _ O let u) T 1 y N O QO - c� '� o ♦ - 1 �N �O c j CV ' I N CV N I CE 159.76' 211 .52' 212.96' 13� C-0 N89046121 RIVER f�RIVE - N89046'421 716.63' _ co co _ - _ - - - - - - - (R.A.-N90 000'00 11E) - co