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Home My WebLink About040-1172-30-025r Epa CEIVED Wisoonsin Department ofC 0 5 2007 S IL E ATION REPORT Page l of 3 Division of Safety and Buildi in accordance with C mm ,Wi m. Code minty ST.CROIX Attach complete site plan 1es8tnan�ul/2 z 11 in es in si Pla include,but not limited to: oriz t(BM),di ion d Parcel I.D. "" / d ,�� percent slope,scale or dimensions,north arrow,and location and distance ea U Please print al/information. Reviewed Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). /A d 7 Property Owner Property Location PROPERTY MANAGEMENT CO.EAGLE RIDGE Govt.Lot ----SE 1/4 SE 1/4 S 36 28 N R 20 E❑(or))W Propiq gw@r§Meiling Adgr@§§ Let 9 014 0 Mg:Nim 8r 99101 - 40Y53-71 Lfaw ' �a$ ta[e street -- $ City State Zip Code Phone Number []City []Village • Town Nearest Road River Falls, WI 1 54022 ( 715) 425-9017 S.11 o Road E] New Construction Use Residential/Number of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD Replacement Public or commercial-Describe: Parent material outwash Flood Plain elevation if applicable -W n ft. General comments Conventional In-ground Trenches--0.5 loading rate and recommendations: 3-5"frost) Gam El Boring# 11 Boring / Q Pit Ground surface elev. 97.11 ft. Depth to limiting factor 86 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 0-4 10YR3/3 - 1 AT mvfr cs 3vf co 0.6 0.8 2 -8 10YR3/3 1 2f-msbk mvfr as 2vf-co 6.6 6.8 3 8-21 10YR4/4 - sil 2f-mabk mfr I cs 2vf-m 0.6 0.8 4 21-34 7.5YR4/4 - sl If--msbk mr cs lvf-m 0.4 0.7 5 34-44 7.5YR4/4 - ifs If--msbk mvfr as lvf-f 0.5 1.0 6 44-53 10YR4/4 - s Osg ml as -- 0.7 1.6 7 53-60 1OYR5/4 - cos Osg ml as -- 0.7 1.6 2 Boring# ❑ Boring 97.01 88 01.1❑ 0 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 1 0-4 10YR3/3 - 1 3f-msbk mvfr cs 3vf-co 0.6 0.8 2 4-10 10YR3/3 1 2fsbk mvfr as 2vf-co 0.6 0.8 3 1 10-15 10YR4/4 - 1 2fs&abk mfr as 2vf-m 0.6 0.8 4 lj=jj 3.5yR�f$ §l lll��l� mlr 8§ l� iIi 0:6 1:0 5 35-41 7.5YR4/4 - ifs 2f-msbk mvfr as 2vf-m 0.5 1.0 6 41-88 10YR4/4 s Osg ml ab -- 0.7 1.6 88- -- I - I till -- -- -- -- -- •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) Signature CST Number Ma Jo Hollister (j ( ��W( 224832 Address r Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 12- 10-06 (715) 426- 1775 r (LOtz� Property Owner Property Management Co.Eagle Ri Parcel ID# (fending) Page 2 of 3 Boring ✓ a Boring# 0 Pit Ground surface elev. x'95 72 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff'• in: Munwil Qu:sat cant:COW ®r:SR:sh: TOM 'E#� 1 0-5 10YR3/3 -- 1 3fgr mvfr as 3vf-co 0.6 0.8 2 5-12 10YR3/3 -- 1 2f-msbk mvfr as 2vf-co 0.6 0.8 3 12-20 IOYR4/3 -- sil 2fsbk mfr as 2vf-m 0.6 0.8 4 20-32 10YR4/4 -- sil 3fabk mfr ab lvf--m 0.6 0.8 5 32-33 7.5YR4/4 -- fs Osg ml as Ivf--m 0.5 1.0 6 1 33-72 10YR5/4 -- s Osg ml ab -- 0.7 1.6 -- till -- -- ❑ Boring# Boring aPit Ground surface elev. ft. Depth to limiting factor in. Soil n Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 ❑ Boring# Pit Boring Ground surface elev. ft. Depth to limiting factor in. Sa-lplication Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDAf 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=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-8330Test(R.07/00) Plot Plan for Site and Soil Kvartuatwn rage u, Property Owner IND E M M+w�, � �• so cW,�aN� Legal DeL7lptlon :50/4 OF -Mk 2F-yy, gEC. 36, TA (erce t where llOt@d� U =lfaCltlltOe u il E-aQ 1, Tows oIF -,RY SI-cP-wx Counv w�scoas�,�� P North R� y10 02 �gh1 p0' �k' fW%. 550 ieao� ,Cow,Amc�oo. TO S. RO*D ' Site Location: N.n whco RA• 1tt0 Ra. s. ACb 7k0. X RECEIVED 11111111111' "'''11111111111111111111111' 8 7 3 6 9 APR 13 2007 847369 VOL -22_PAGE 5372 KATHLEEN H. WALSH ST.CROIX COUNN REGISTER OF DEEDS ST. CROIX CO., WI SURVEORMEW gF1ED SURVEY MAP RECEIVED FOR RECORD 03 29-/?nu 32.IORM LOCATED IN THE SE 1/4 OF THE SE 1/4 OF SECTION 36, T28N, R20VIICERTIFIED SURVEY MAP TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN, BEING ALL OF LOT 1 OFROMEC'EKWED U N VOLUME 12 PAGE 3436 DOCUMENT NUMBER 57 SURVEY MAP RECORDED 1 -43!ZGWa 3 UNPLA T_TED_LAND_ EAST LmdE OF ' SE CORNER (R-S 00-18'01" W) Thr 3E" 114 SECTION 36 S 00027'43" E 2633.04' 400 T28N, R20W 49.3 (ALUMINUM CAP) 2138.02' -� 34 .72' 495.02' (R-2138.35' r--' - - POI NOTE: A 1 1/4" RON BEGINNING z PIPE WAS FOUND Q S 16' W 22.5' BEARINGS REFERENCED TO THE 3 v FROM THE PIPE SET. 30' Z i SOUTH LINE OF THE SE 1/4 ,r LOT 3 Z� -4 I OF SECTION 36, T28N, 0 ASSUMED TO BEAR N 89 9°*03'1 48" E. v 6.016 ACRES �,Nv X262,041 S.F. SCALE IN FEET INCLUDING TOWN ROAD �o y ^ IRIGHT-OF-WAY 14 I ff M 5.986 ACRES O 50• ~ u, J Q---i (260,738 S.F. v) W O Q J 1 0 75 150 300 EXCLUDING TOWN ROAD LL, �aoo RIGHT-OF-WAY �1 r� � _ 50' 1 1 3 O M O I ®B-2® B-I �r' Z �� z LEGEND 1 ® Q"" .y�' fP'. COUNTY SECTION CORNER B-3 /`�D- O�U MONUMENT, FOUND n (TYPE NOTED). t, /) i U 1 I ti • 1 1/4" IRON PIPE, FOUND. '' 0 y 1 1/4" x 18" IRON PIPE cv 01 5 ` �, O WEIGHING 1.68 LBS./LINEAR pi Is�00 'F / vwil 50' ^t2 O FOOT SET. NOO'00'00"E " QI v X10 1L, 98.15' 3 B-1 SOIL BORING PERFORMED -11 4+ W zn o / p3 F BY MARY JO HOLLISTER N ,:� N ' B-2OL- O t z ® ON DECEMBER 10, 2006. „°; 1 ® �- c W x —EXISTING FENCE. h o �1 1 O 0 ao ) PREVIOUSLY RECORDED p (R°o 100' 50• INFORMATION.1 s 50' ® B-1 F1 `N NOTE: ALL IRON PIPE (FOUND OR SETZ S 00-56- 12- E � 2 ARE DIMENSIONED AS OUTSIDE DIAMET R. 100.00' cl „� y m0 JA w co l LOT 2 1 * 4', N 6.016 ACRES , w �y JAM D. CO) 262,041 S.F. _ '1.` 3 v {`I W H INCLUDING TON ROAD W r M RIGHT-OF-WAY 1 C'x w saw < � 5.905 ACRES ' Q a o FaVER FALLS. 257.236 S.F. 0070 °�Z h �� VA EXCLUDIN Z z RIGHT-OFG AY N ROAD W \� uj-q L— 50• IN y- E � _ WEST LMAE OF A h � � 14 OF JA D. FILKINS S-2246 JOB #06-2856 REGSTERED LAND SURVEYOR N 00.49' 15" W 372.15' OGDEN ENGINEERING COMPANY — 100.00 272_15'_ C 1 1234 SOUTH WASSON LANE goo _ RIVER_FALLS, WISCONSIN_54022 I 100.0 . 8 - DATE: DECEMBER 29 2006 N 00'16'46" W 495.03' - 51.16' REVISED: JANUARY 18, 2007 - - - - - (R-N 0028'59" E)- - --� S.ILWACO ROAD i LOT 3 14A KRISTIN WILSON "i' N WOOOLANQ 5'P IN-9� 809 STATE STREET .UNELA TTEQ RIVER FALLS, WISCONSIN 54022 cr N ' S 1/4 CORNER LAND SECTION 36 T28N. ? THIS INSTRUMENT DRAFTED BY DANIEL P. KUGEL Ilk (11/4' IRON PIPE) PAGE 1 OF 3 1 of 3 Vol 22 Page 5377 Parcel #: 040-1172-30-025 04/10/2008 02:51 PM PAGE 1 OF 1 Alt. Parcel#: 36.28.20.657A-10 040-TOWN OF TROY Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 03/29/2007 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner LAURI A&KRISTIN N WILSON O-WILSON, LAURI A& KRISTIN N 809 STATE ST RIVER FALLS WI 54022 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description "287 S ILWACO RD SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 6.016 Plat: 5377-CSM 22-5377 040-07 SEC 36 T28N R20W PT SE SE FKA LOT 1 CSM Block/Condo Bldg: LOT 02 12/3436 BEING CSM 22-5377 LOT 2 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 36-28N-20W Notes: Parcel History: Date Doc# Vol/Page Type 03/29/2007 847369 22/5377 CSM 01/19/2007 842932 EZ-CN 01/18/2007 842839 WD 01/18/2007 842838 WD more... 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 04/11/2007 Description Class Acres Land Improve Total State Reason Totals for 2008: General Property 0.000 0 0 0 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 o Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division of Safety a Buildings in accord with ILHR 83.05,Wis.Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but St. Croix not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.# dimensioned, north arrow,and location and distance to nearest road. 040-1172-30 — APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION RED BY I PROPERTY OWNER: PROPERTY LOCATION Steve Wilson GOVT.LOT SE 1/4 SE 1/4,S 36 T N,R 20 f[(or)W PROPERTY OWNERS MAILING ADDRESS LOT# BLOCK# SUBD.NAME CSM# 1524 N. Ridge Dr. NA NA NA CITY,STATE ZIP CODE PHONE NUMBER ❑CITY []VILLAGE arOWN NEAREST OAD Hudson, WI. 54016 (715 381-5687 Troy [ New Construction Use [x] Residential/Number of bedrooms 3 [ ] Addition to existing buildin j ] Replacement [ ] Public or commercial describe 07— Z S Code derived daily flow 450 gpd Recommended design loading rate _bed,g _trenc ,gp /ft Absorption area required 643 bed,ft2 563 trench,ft2 Maximum design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2 Recommended infiltration surface elevation(s) 97.25 ft (as referred to site plan benchmark) Additional design/site considerations na Parent material nut-mash Flood plain elevation, if applicable nZ ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem I ®S ❑U I ®S ❑U I @S ❑U ®S ❑U [R S ❑U ❑S CR U SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft .................. in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. B T ................. .................. <`...i..., 1 0-13 10 r 4/3 none sil 2msb mfr 2 13-34 10 r 4/4 none sil Ground 3 34-80 7.5 r 4/6 none ms elev. i no - Depth to limiting factor Remarks: s i3 4- aM zz 53-7 Boring # 1 0-12 10 r 4 <..2...< 2 12-28 10 r 4/4 none Ground 3 28-84 7.5 r 4/6 none Cos s ml 7 .8 elev. 1412 ft. 6 CL'Gt �- t\ �� NU Depth to .�. limiting 19 7 factor 0, - sue - SSG Remarks: — GSl'j't� CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 `� l Address: 1554 200th. e New Richmon Tj 5401 Signature: hn % Date: 6-12-97 CST Number: m02298 PROPERTY OWNER Steve Wilson SOIL DESCRIPTION REPORT Page 2 of PARCEL I.D.# 040-1172-30 Depth Dominant Color Mottles Texture Structure Consistence Roots GPD/ft Boring# Horizon in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench .................. '.....3.. 1 0-11 10Y 3/3 none sil 2msbk mfr gw 2f .5 .6 2 11-27 10 r 4/4 none sil lcsbk mfr gw if .2 .3 Ground 3 27-84 7.5yr 4/6 none cos osg ml na na .7 .8 elev. 100.45ft. Depth to limiting factor +84" Remarks: Boring# i 1 0-10 10 r 4/3 none sil 2msbk mfr gw 2f .5 .6 .4.... 2 10-28 10 r 4/4 none sil 2msbk mfr gw if .5 .6 Ground 3 28-80 7.5 r 4/4 none ms 0SCf mvfr na na .7 .8 elev. 99.55ft. Depth to limiting factor Remarks: Boring # 1 0-14 10 r 3/3 none sil 2msbk mfr gw 2f .5 .6 5 2 14-32 10y 4/4 none sil 2msbk mfr gw if .5 .6 Ground 3 32-3 7.5 r 4/4 none sl 2mgr mfr gw if .5:: elev. _ .8 99.55ft 4 38 8 7.5yr 4/6 none ms osg ml na na 7; II Depth to limiting factor +Rol' Remarks: Boring# Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) J STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Steve Wilson New Richmond, WI 54017 MPRSW 3254 SE4SE4 S36-T28N-R20W (715) 246-6200 town of Troy t N 1"=40' BM.= top of 2" pvc pipe C el. 100' Alt. BM.= nail in Cedar tree @ el. 100.55' 22 1 � Y -,- �r� o � 3 �11 IL I/ 'j. J.- �e 2 s-P I' o{ D�• 1 l Gary L. Steel 6-12-97 Parcel #: 040-1172-30-000 03/01/2005 04:44 PM PAGE 1 OF 1 Alt. Parcel#: 36.28.20.657A 040-TOWN OF TROY Current Xl, ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): *=Current Owner PROPERTY MANAGEMENT CO EAGLE RIDGE EAGLE RIDGE, PROPERTY MANAGEMENT CO 1524 N RIDGE DR HUDSON WI 54016-0000 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 15.040 Plat: 0661-CSM 12/3436 SEC 36 T28N R20W PT SE SE BEING LOT 1 Block/Condo Bldg: LOT 1 CSM 12/3436 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 36-28N-20W Notes: Parcel History: Date Doc# Vol/Page Type 09/12/2001 656451 1717/630 EZ 07/23/1997 731/312 07/23/1997 454/360 07/02/1997 1249/345 WD more 2004 SUMMARY Bill M Fair Market Value: Assessed with: 27474 85,500 Valuations: Last Changed: 07/21/2004 Description Class Acres Land Improve Total State Reason PRODUCTIVE FORST LANC G6 15.040 85,700 0 85,700 NO Totals for 2004: General Property 15.040 85,700 0 85,700 Woodland 0.000 0 0 Totals for 2003: General Property 15.040 52,600 0 52,600 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 FILED JUN 2 5 1998 AFAR 2 3 1998 KATHLEEN H.WALSH 9 SUR EYQR'S RECORD Register of Deeds TY SL Croix Co.,WI ti O CERTIFIED SURVEY MA P SDO°18'03"W S 00'18'03"W 495.02' East 1/4 Corner 2138.35' Section 36-28-20 SE Cor . (County monument) Sec . 36 ounty Located in the Southeast quarter of monument) the southeast quarter of Section 36, Township 28 North, Range 20 West, Town of Troy, St. Croix County. -�-e•9' NOTE: This is a survey of an I existing parcel. No new parcels I- 0 7T 1 i have been created. . �i 655, 149 Square feet (15 . 04 acres) O� including right-of-w%y. v l Zi 649, 065 Squares-feet`.;R, 9�l (14.90 acres) LLB, • denotes 1"X24" Iron pipe iii excluding right-of-way. weighing 1 .68 pounds W per lin. foot set. County section corner a.z' Q_1 monument. m -,�-- FenQe1i-ne•. -- v W� �M1 N N cn - A - 1V�ote encroachment V4 a driveway across Southwes`k, W m 3 i corner of lot. Centerline is oil o° O� shown. Iron ends up in - o o Zi gravel. in Ln Q i 0) .QI J 1 m co Z �- N Bearings referenced to the South line of the Southeast quarter of Lu Section 36-28-20, assumed to C) bear S89°50'00"W . LLJi Q I Owner: Qi Curve Information. � Steve Wilson _j Z' Central angle - 26014152" 1524 North Ridge Drive Z; Radius - 163. 00' Hudson, Wisconsin. 54016 J' Arc length - 74.67' Chord - S13 001145 11W } 74.02' 1. i a -+ 3.6' t/ i -� - e''tt11/Nf!/!� N S 00'05'41"E ? / � -- - - - - - - - 3�1_e- - - - - -.- A IS> �is� �o — N 0 Q_P 8';5_g"F 4 5- ,�, Sg_ _ILAC0 RDAD p, Y G }} - - - —W- - - - - - - - - - -UNPLATTED LANDS o C SCALE IN FEET l 150, N South 1/4 Cbr z `' o I00 200 350 Section 36 (1" iron pipe This instrument drafted b found) . 4972580 y Vol. 12 Page 3436 g ,