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Home My WebLink About038-1112-20-140 'v he!/ OCT 1 61992st- CERTIFIEC� SURVEY"'/M"AP LOCATED IN THE SE! OF THE NWI AND THE NEI OF THE SWI OF SECTION 28, T31N, R1-8W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. 1951 104th St. P.O. Box 325 200 100 0 200 New Richmond, Wi. 540I7 New Richmond, Wi. 54017 LEGEND * 1" Iron Pipe Found » set l" x 24" Iron ~,~ Pipeweighing l. 08 LB8 per lioeac.�: foot. -S5104' .56.E 70.21 S640 '0|^E |uo86 N 1/4 CORNER KJ /� ` SECTION 28,T31N.RISW-N2504, 5'59"E ALUMINUM CAP IN CONCRE IM 9.2 1045'07"E | |��' z |-� |M |N |Fq /(1) 0 � /-� � | |> | ' H z � � + |P7 � |�� .-4 �z m 880 47'00"W S8 047'00"W � -4� 44 505.71' "� � ~ � - - _ _ _ e � � z � oL � � �Gz LOT 4 LOT 3 r �w � � rn � 37500 S 310 59'165 W � |�_ |�w0 S88047'00' v 865.52' *a/.uu' Y [ wcooewE� > ~| / LOT z �RE�=D PINE E=S=Tl�7.| E= = Im ��|| /w - �l � �� ~ � � 7 ��| P |F- � 1 I> � � - m1/4 CORNER 1z *1 osCr/pm cn 10 L �� , / // c ~� � / � 10 +' 7" F"31N, RISW x 6' /nnw p/ps Radius Central Angle Arc Length Chord Bearing Chord Length curve 1 600.0I' 120271.05" I30,39' G58000128.5"E 130.14' curve 2 total 388.28' 43"00'52" 291,50' '. S85044*37"E 284.70' Lot l 388.28' 250I7118" I71'37' 876052'40"E 169.99' Lot 2 388,28' 17043134" I20,13' 081036'54"E 119.65' curve 3 25]'r,4 ' 72027118" 320.75' S7100I114"E 299.80' curve 4 to ta l �0� ,�7b ' 66" A6'5l" 244.46' 801024109.5"E 230��J / � Lot 2 ;3O.9L, 7 4 ' 1500110211 54.97' 827017104"E 54,82' ^ Lot 3 209 . 74 ' 51 0 45149" 189.49' S0600612I.5"W 183.I11 uovoo Tangent Bearings Curve l 85I046'56"E G64014'01"E Tangent Bearings Curve 2 G64014`01"E 072045107"E Tangent Bearings Curve 3 072045107"E 834047135"E Tangent Bearings Curve 4 S]4 47'35"� G3l"59'l6"� r :? � �� Area of Lot l - 138,130 Sq. ft. (3.17 acres) "` � ^ � � � ` � Area of Lot 2 - 107,902 Sq. ft. (2.48 uoreo| � - � ~ �� Area of Lot ] - 98,371 Gg f � � � Area of Lot '4 - l63 l84 ` "~ ^~ a � ` �- — --- ' -`~'^~� �l � � ', 7. � � '« AG 25514 PAGE 2554 This instrument was drafted -- -^ ---"-~~ V0LUii � DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS INDUSTRY, DIVISION LABOR HUMAN REDLATIONS PERCOLATION TESTS (115) MADISON WI 53707 (H63.09(1)& Chapter 145.045) LOCATTT1QN: SECTION: OWNSHI /MUNICIPALIT ' LOT NO. BLO]SUBDIVISION NAME: /T N/R`O (or ,, e � d9e0e COUNTY: WNER'S/BUYER'S NAME* MAILING ADD ESS: G Or415 USE DATES OBSERVATIONS MADE 6 — j— NO.BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS: PER LATION TESTS: Residence � New ❑Replace RATING:S=Site suitable for system U=Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK:RECOMMENDED SYSTEM:(optional) S ❑U S ❑U SOU ❑S UU ❑S ❑�'U o If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s.H63.09(5)(b),indicate: G I Floodplain,indicate Floodplain elevation: a PROFILE DESCRIPTIONS BORINGI TOTAL D PTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE,AND DEPTH NUMBER DEPTH IN. E OBSERVED EST.HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) B- / 9� 9 °' B- o sue-7 :> !o /o$ S 7a 7A B- �� PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER IBS AFTERSWELLING INTERVAL-MIN. PERIOP 1 PERIO 2 PER D 3 PER INCH P- to P-_ P. Pte- i 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 ELEVATION 2 7 F t E r �a f _ 3 _ ,_ TN I / �O` i j r m �J,S �NC ✓T)',I � f 7 t 3 I the undersigned,hereby certify that the soil tests reported on this form were made by me in accord with the procedures and me h ods specified in the Wisconsin Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME(print): TESTS WERE COMPLETED ON:gr /1 �F/I /'�7 Y • � IOZ�/oZ ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): CST SIGNA RE: DISTRIBUTION: Original and one copy to Local Authority,Property Owner and Soil Tester. DILHR-SBD-6395 (R.02/82) —OVER — INSTRUCTIONS FOR COMPLETING; FORM 115 - SBD - 6395 To be a complete and accurate soil test,your report must incaude; 1. Complete legal description; 2. The use section must clearly indicate whether this is a residence or commercial project; 3. MAXIMUM number of bedrooms or commercial use planned; 4. Is this a new or repEacement system; 5. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A}MOLDING TANK ONLY IF ALL OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; 6. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan; 7. MAKE A LEGIBLE diagram accurately locating your test locations. Drawing to scale is preferred. A separate sheet may be used if desired; B. Make sure your benchmark and vertical elevation reference point are clearly shown,and are permanent; . Complete all appropriate boxes as to dates, names,addresses,flood plain data, percolation test exemp- tion, if appropriate; 10. If the information (such as flood plain,elevation)does not apply, place N.A. in the aptiropriate box; 11. Sign the form and place your current address and yoerr certification number; 12. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL.AUTHORITY WITH IN 30 DAYS OF COMPLETION. ABBREVIATIONS FOR CERTIFIED SOIL TESTERS Soil Separates and Textures Other Symbols st - Stone (over 14") BR — Bedrock cob — Cobble (3- 10") SS -- Sandstone gi — Gravel (under 3") LS — Limestone Ix Sand HGW — High GrouHdwater cs Coarse Sand Perc Percolation Rate rued s — (Medium Sand W - Well I's — Fine Sand Bldg - Budding Is — Loamy Sand > - Greater Than 'sl — Sandy Loam < - Less Than "I — Loarn Br) Brown 'sil - Silt Loam BI - Black Si — Silt Gy — Gray �cl — Clay Loam Y Yellow scl - Sandy Clay Loam R — Red siel — Silty Clay Loam mot - Mottles sc Sandy Clay twl — with sic — Silty Clay fff few,Tine, faint xc Clay cc - common, coarse pt - Peat mrn — Many, medium m — Muck d — distinct p — prominent HWL — High water level, Six general soil textures surface water for liquid waste disposal BM — Bench Mark VRP — Vertical Reference 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 soil test in the field prior to permit: issuance. A complete set of plans for the private sewage system and a permit application must be submitted to the appropriate local authority in order to obtain a permit. The sanitary permit must be obtained and posted prior to the start of any construction. I Parcel #: 038-1112-20-140 06/29/2007 03:18 PM PAGE 1 OF 1 Alt. Parcel#: 28.31.18.475F 038-TOWN OF STAR PRAIRIE 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-LANGNESS, TYRON & DANA M TYRON & DANA M LANGNESS 1956 104TH ST NEW RICHMOND WI 54017 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 2.260 Plat: N/A-NOT AVAILABLE SEC 28 T31 N R1 8W PT OF SE NW& PT OF NE Block/Condo Bldg: SW BEING LOT 3 OF CSM 9/2554 2.26 ACRES Tract(s): (Sec-Twn-Rng 401/4 1601/4) 28-31N-18W Notes: Parcel History: Date Doc# Vol/Page Type 06/03/1998 580266 1328/508 WD 07/23/1997 1056/48 WD 07/23/1997 796/505 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/14/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.260 33,300 0 33,300 NO Totals for 2007: General Property Woodland Totals for 2006: General Property Woodland i Lottery Credit: Claim Coui Specials: User Special Code Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00