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Home My WebLink About231-1066-30-000 Property Owner Cushing, Paul Parcel ID# Page 2 of 3 F3 ] Boring# Boring 16 Pit Ground Surface elev. 86.2 ft. Depth to limiting factor > 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-14 10YR 3/2 - sl 2 m gr mvfr gs 1f/m .5 .9 2 14-24 10YR 4/3 - sl 1 m sbk mvfr cs 1 m .4 .6 3 24-96 7.5YR 4/4,4/6 - s 0 sg ml - - .7 1.2 stratified 10YR 4/6 s bands @ 36-40&51-54 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 QPDAI in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 I Boring# Boring ,,,j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 i i Effluent#1 =BODS>30<220 mg/L and TSS>30< 150 mg/L *Effluent#2=BODS <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-8330(R.07/00) Certified Soil Testing " • ORIGINAL 1672 Wisconsin Department of Commerce SOIL EVALUATION REPORT 'b Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Certified Soil Testing 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. Please print all information. R7tO'(Pmt,,,� (p Date CJ Personal information you provide IaTbe�used for secondary purpose( ' w,s.15.04(1)(m)). C.;?, Property Owner Property Location v� Govt.Lot NE 1/4 SE 1/4 S 23 T 30 N R 15 W Property Owner's Mailing Addres$ „ , n Lot# Block# Subd. Name or CS j 3 8701 Lyndale Ave., S.#7 r 7 Walnut Ridge City State Zip Code Phone Number 46 City A Village f Town Nearest Road Minneapolis I MW755420 I —952-884-G747 Glenwood City I Walnut Ridge Drive ✓ ': New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial-Describe: Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install 2-2.83'x 68.42'(St'd-Infiltrator, 22 shells)sti u ation 1099 chamber trenches @ system- I/ elevations 4.5'below contours @ 86.8&85.8 Boring# _j Borings j Pit Ground Surface elev. 91.3 ft. Depth to limiting factor > 94 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 I 'Eff#2 1 0-9 10YR 3/2 - sl 2 m gr mvfr cs 1 Urn .5 .9 2 9-16 10YR 4/4 - Is 0 sg ml cs 1 f/m .7 1.2 3 16-94 7.5YR 4/4,4/6 - s/Is 0 sg ml - .7 1.2 horizon 3 has some stratified 7.5YR 416 sl bands, irregular&discontinuous: 1"@ 28,36,47,&57 Boring# _i Boring Pit Ground Surface elev. 90.7 ft. Depth to limiting factor > 94 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-10 10YR 3/2 - sl 2 m gr mvfr cs 1f/m .5 .9 2 10-23 7.5YR 4/4 - sl 2 m sbk mvfr cs inn .5 .9 3 23-43 7.5YR 4/4 f2d 7.5YR 5/8,5/3 sl 2 m sbk mvfr cs if .5 .9 4 43-78 7.5YR 4/4,4/6 - s 0 sg ml cs .7 1.2 5 178-94 10YR 4/6 - Is 0 sg ml 7 1.2 -T 2'rule applies below horizon 3 'Effluent#1 =BOD5>30<220 mg/L and TSS> 0<150 mg/L `Effluent#2=BOD5<30 mg/L and TSS<30 mgr CST Name(Please Print) Sign to e: CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E.4366 353rd Ave., Menomonie,WI 54751 10/17/2002 715-233-0398 �a.w`; C�•.ati;. ... �\s� ��,,v. Let_ �' . . l.sK,lhv� \`:&•�. 4 s i /v 10 70 40 pop •,�� a,� 9�.5 �fv.� �aO�O� �QI„;� "l w L/ 7,�' Q JA- e �Jv SAC d r as�C(�n.e a ci i aX 2u < W t NM� 4tye Parcel #: 231-1066-30-000 08/08/2007 10:14 AM PAGE 1OF1 Alt. Parcel#: 23.30.15.902 231 -CITY OF GLENWOOD CITY Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-PARDEE, LORI LORI PARDEE C-CUSHING PAUL CUSHING PAUL 156 N ARCH AVE NEW RICHMOND WI 54017 Districts: SC=School SP=Special Property Address(es): =Primary Type Dist# Description SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 2.830 Plat: 3224-CSM 11/3224 SEC 23 T30N R15W PT OL 36&OL 37 BEING Block/Condo Bldg: LOT 7 LOT 7 CSM 11/3224 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 23-30N-15W Notes: Parcel History: Date Doc# Vol/Page Type 07/17/2003 730652 2318/128 WD 02/10/2003 708967 2136/333 WD 1217/580 WD 1180/356 WD more 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/22/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.830 35,400 0 35,400 NO Totals for 2007: General Property 2.830 35,400 0 35,400 Woodland 0.000 0 0 Totals for 2006: General Property 2.830 35,400 0 35,400 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 (>✓hGuOOtl C ,�,, xf��. ��/ .. 1U17-- (oU FORM NO,985-A I ICJ t+tl3 re Stock No. 26273 , 4� ,� 6 MgR2 FQ o?�/ - !o(�-�?o 7.0! �� N 199 ► 3 556963 �IStera�WACSy CERTIFIED SURVEY MAP NO. 3224 ti '0W VOLUME 11 PAGE 3224 0) U` BEINC A PART OF OUTLOTS 36 AND 37 OF THE ASSESSOR'S PLAT OF GLENWOOD CITY, AND LOCATED IN PART OF THE N.W. 1/4 OF THE S.E. 1/4, AND PART OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 23, T.30 Net R.15 W., CITY OF CLENWOOD CITY, ST. CROIX COUNTY, WISCONSIN. LEGEND Center 1/4 Cor. \\��ttttuuuuurp/q/N�7 �__....GOVERNMENT CORNER (AS NOTED) 3 Fd. 1' Iron I Pipe o'''u� '••.�/ o.........SET 3/4' x 24' RE-BAR WEWHNG ' STEVEN J. • £ 1.502 LBS. PER LINEAL FOOT . A A -; WAAK � .. n = - SCALE:I"=150' MENOs MO�s�o iJIE �' bin % 9 .• Wls. •• r U a� i`\�� 0' 75' 150' 300' Il/!1!11111 I It11N�� Unplatted Land, tJ89'372TE —_. V 929.76' �— — -_ 384 5126'E — 42L03 —-� sa4ft5r2ft 3SL73' PREPARED FOR: mC" Mr. Mary Booth � ( a 1444 320th Street V / h Glenwood C1ty, WI. 54013 / M i WT 7 Q/ 123,324 $Q. FT. , 2.83 AC. V� � I 389'3739'W 396.00' South 1/4 Cor. �, I iPd, I' Iron Pipe J� I 123,856 SO. FT. 2.84 AC. 1 Ar"r �, Lib I v a �I LOT 4 4 oati _ 128,480 50. FT. b 2A5 AC. sb N � z job 64T s 3.5354.W 157.445 3Q. FT. N s�3�040W 3.62 AC. j Unplatted Londe o NORTH IS REFERENCED TO THE NORTH Z 3%.Or —SOUTH 1/4 SECTION LINE, WHICH IS g8q•?3'04OW ASSUMED TO BEAR 500'13'08"E. Unplatted Londe CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE, W154751 (715)235-9081 PAGE—1 OF?xz.4