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HomeMy WebLinkAbout040-1039-50-100 Parcel #: 040-1039-50-100 03/27/2006 05:11 PM PAGE 1 OF 1 Alt. Parcel#: 09.28.19.131 E 040-TOWN OF TROY Current I 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-BRUMMEL, DAVID G&SANDRA D DAVID G&SANDRA D BRUMMEL 633 COULEE TR HUDSON WI 54016 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 6.299 Plat: N/A-NOT AVAILABLE SEC 9 T28N R19W PT SE NE BEING LOT 2 OF Block/Condo Bldg: CSM 9/2417 6.29AC EXC PT TO HWY PROJECT 7200-04-21 HWY 35 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 09-28N-19W Notes: /� ,`' � „ J Parcel History: �� Date Doc# Vol/Page Type /0 01/21/2002 668884 1819/418 WD l ((/ 04/30/2001 644105 1628/481 QC 07/23/1997 1148/251 WD 2005 SUMMARY Bill#: Fair Market Value: Assessed with: 102316 81,800 Valuations: Last Changed: 07/19/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 6.299 78,700 0 78,700 NO Totals for 2005: General Property 6.299 78,700 0 78,700 Woodland 0.000 0 0 Totals for 2004: General Property 6.299 78,700 0 78,700 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 DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS INDUiSTF}Y, _ _— DIVISION LABOR AND PERCOLATION TESTS (115) P.O. BOX 3707 HUMAN RELATIONS A� ^_ MADISON,WI 53707 (ILHR 83.0911) &Chapter 145) CSI)'? oG LOCATION: SECTION: TOWNSHIP/� Y: LOT NO.:BLK.NO.: SUBD ISION NAME: SE ��I, �� a /T ?.0 N/R 19 r)W Tro n/a n/a a COUNTY: OWNER' AME: MAILING ADDRESS: St. Croix David Roeker 454 Hy. #35, hudson, Wi. 54016 USE DATES OBSERVATIONS MADE NO.BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS:1PERCOLATION TESTS: residence 3 n/a New place I 9-6-91 n/a RATING:S=Site suitable for system U=Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK:RECOMMENDED SYSTEM:(optional) Q1 S ❑U U S ❑U ®S 0 ❑S [A [:Is EiU I conventional If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(b),indicate: class 2 Floodplain,indicate Floodplain elevation: n/a deciaml' PROFILE DESCRIPTIONS page 74 DcC2 BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE, AND DEPTH NUMBER DEPTH KN ELEVATION OBSERVED EST.HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) B- 1 6.91 100.93 none >6.91 .08bl.1. .83bn.sil. 5.00bn.l.s.&gr. t ie B- 2 7.33 101.10 nnoe >7.33 1.42bl.1. .83bn.sil. .75bn.s.l. 4.19na.H.s. c.s. B- 3 7.25 100.80 none >7.25 1.92bl.1. 1.50bn.sil. 3.83bn.l.s. 4 7.00 100.50 none >7.00 1.00bl.l. .75bn.sil. 1.00bn.l.s. .5 n.c.s. B- .67bn.s.1. 1.00bn.c.s. B- 5 6.84 101.21 none >6.84 1.67bl.1. 1.00bn.sil. 4.17bn.l.s. B- PERCOLATION TESTS TEST I DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PERI D PER INCH P- P- P- se4 de *Sig rate P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. SYSTEM ELEVATIPR s 97.38 .,... �... .._. _ © tk � n V , t`y' Ef/�` Ala l 5 y l�nr -�s•� ? �_ r � _ y E .d. i a s _ � E E E All �..._ -_ ... .._6o �o b 3 F E E 1,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedutes aligxnethocls sggbified,, e W in Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and be_Iif NAME(print): TESTS WERE COMWLE `ED f" Gary L. Steel 9-6-91 r L ' ADDRESS: CERTIFICATIO NUMBER: P B ptional): 1554 200th. Ave, New Richmond, wi. 54017 200 CST SIGN U E: DISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester, DILHR-SBD-6395(R. 10/83) —OVER — ---- | � . ' INSTRUCTIONS FOR COMPLETING FORM 115 - SBD ' 6395 ~ To be aoomm~mnandaocuraunvm| wa your report must inc}udo� l, Complete |egw| dymc/iytion- 2, The memlclion musi doar|y iodicat*whm herd`b ism rewiden000roommenia| mnject; 3, MAX|MUMnumbwrofbodnmmun/commercial use p|annod; 4. btNxe nmw or ,op|munmantoys/wm; 5, Complete the suitability rating humo� ASiTE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; 6, PLEASE unothu ohhre"iauoneohos,'n here k`rV'j,iting profile descriptions arid completing the plot plan; l MAKE A LEGIBLE diagram accurately locating your test |ocadons� 0mwingzo scale in prefmmd. A mmpwmr ohe'�tmav bmused if desired; B Make sure your honnhn.urk and vertical elevation refemnoo point are clearly shown,arid are permanent; G� Complete all appropriate boxes as to dates, names,addresses,flood plain data,percolation test oxvmp' timn'ifmnpropr|ote- 70, if the information (such as flood plain,e|ova iun>docs riot apply, piuno N.A.in the upprup'ictcbox; 11, Sign the form arid place your cur)ent address and your certification numbe ; 12� Make legible copies and distribute as roquireU. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION. ABBREVIATIONS FOR CERTIFIED SOIL TESTERS Soil Separates and Textures Other Symbols ol� — Stone, (over 10'') BR — Bedrock cob — Cobble (3 10'') GS — Sandstone 0r — Gravel (under 3"I L8 — Limestone °o — Sand HGVV — High Groundwater os — Coo,se Sand Perx — Pono|otioo Rate meds — M*dium8;nd VV — VVwU Is — F/noSund 8|d8 — Building Is — LommvSand — 8r:mzo/Thvn sandy Loam � — LooxThon Loa nI Bn — B,oviin Loam 81 — Black d — Si|�. Gy — Gray °ci — C|�y Lowm Y — YoUmm m| — Sandy Cl|my Loam R — Red oid — SUmC1ay Loam mot — Mottles m — SandyC|ay vv/ with ' sic — Si1tv Ciay ff f��' fine'fmint °c — Clay . cu — common,coarse, pt — p("�a t mm — Many'medium in — K0ud. ' d — diminc/ P — mnminenr . HVVL — High water level, ° Sixqeni-m| pni| mxtuum ou,iauewater ' for liquid waste djoposa! BK4 8enuhMank VRP — Voi tiooi Refomnov Point ` ' � . ' ' TO THE OWNER: � � This soil test report is the first step in securing a sanitary permit. The county or the Department may request verification of this xni| test in the field prior to permit issuance. Aoumplete am of plans for the private sewage system and a permit application must be submitted to the uvp,op,iwm local authority in order to obtain e permit. The sanitary permit must ho obtained and posted prior to the start of any construction. _ _ �� .� 1>✓i�yo /D,��.�'v is� S ,ri;rJ OHO . FILED o Qi90 OCT 2Z 1991 ► r3 199 Gam' �s�' .U!•� Jk _S Reglowr of Cc / SL Croix Co.,WI ,. 4' 4934 ` � �y�� ����� % CEP T I FI ED S UP VE Y MAP Located in the SE1/4 of the NEI/4 of Section 9, T28N, R 19W, Town of Troy, St. Croix County, Wisc s , Owned by: David Roeker 454 Highway 35 APPROVED Hudson, Wi. 54016 NE Corner (715) 386-8304 . OCT 2 2 1991 East lice of the Section 9 \ IX COUNTY NE 1/�} T28N,R 19W \ ST.Cf20 \ COMPREHENSIVE PARKS PIANMN, � CO MW7EHEN31 \ \F \ AND ZOW*C011MdItM � UNPL,_ATTE I J�AUDLSL - -® COULEE _ �O.�Q.� a — 33.00 — ' -- — --- -.. _ S 89'01'46"W 710.324' s a? C.S.M �` --\ lLd 7 2� 0 m N C.S.M. Vol. 5 \;�� \ \ P' � 2741364 Sq. Ft. CU m VOL. 4 \• (6.299 Acres) o m PG. 1183 Pte. 126 \�.f. \ s� Including right-of-way, 0 m -- ?---- \ `• 250,445 Sq. Ft. N$9°i '31"E \ • \ \ (5..749 Acres) \ Q> 8.01'. Excluding R-O-W 135.0 — — —— — 3.01' 'r LEGEND \ \ y9 -" '., o 27, 01 \Ci \ 48 "E 2 St. Croix County section \\'y N�81'29 3E UJI NI corner=, Berntsen cap. \\�q Q _ _ ��®,� �I ZI 1" Iron pipe found \�� 6g 30' J) Q) • 175,820 Sq.Ft. 1"x24" Iron pipe weighing 1 .68 \�° \ drainage (4.036 Ac,) =i JI lbs. Ain, foot set, ase eg•t �y I (R) Previously recorded informationo \ �fi o ', CD \ S o � W -----Waterway — Building Setback line. N\ s V 0 W1 �o �1 —7 01 \ 04 N —1 NOTE: Access restriction clause on \ �� 0 MI a reverse. \ N .I I The drainageway shown on this map shall be maintained u? by the owner of the parcel which it,. \ •�-�, v� cps runs through. If t owner does not\ J maintain the drainageway \ DI easement in accordance with\ \ cot >I. St. Croix County land use regulations, \� 33 EASEMENT St. Croix County\ is authorized \ to take any reasonhbW necessary \RAW LINE SECTION v steps to see .4 `0.65' \ \ that the 16,97', \ drainageway 7. 1762 • • I is maintained, E1./4 Co\r. including `8803759"W performing Sec, 9 \ required mainte ace, and assessing \ the cost against '• ' he parcel. Bearings refex\enc Td 'to the East line of the NE 1/4 of Section 9, previou SCALE IN FEET FEET I"= 200' recorded as SOOO'22'04"E 200 400 NOTE: Net project area of Lot 2 is over two acres. Lot 3 has over three acres of net project area. This instrument drafted b 491-1930 VOLUME 9 PAGE 2417 `, i9